CN120719829A - A super high-rise building steel column embedded column base construction device and construction process - Google Patents

A super high-rise building steel column embedded column base construction device and construction process

Info

Publication number
CN120719829A
CN120719829A CN202511249883.4A CN202511249883A CN120719829A CN 120719829 A CN120719829 A CN 120719829A CN 202511249883 A CN202511249883 A CN 202511249883A CN 120719829 A CN120719829 A CN 120719829A
Authority
CN
China
Prior art keywords
plate
steel column
column
rod
fixedly connected
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202511249883.4A
Other languages
Chinese (zh)
Other versions
CN120719829B (en
Inventor
王纪平
梁云
周圣松
王志光
王财源
王纪芳
潘辉
邢飞
周艳花
李荣达
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanxi Sixth Construction Group Co ltd
Original Assignee
Shanxi Sixth Construction Group Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shanxi Sixth Construction Group Co ltd filed Critical Shanxi Sixth Construction Group Co ltd
Priority to CN202511249883.4A priority Critical patent/CN120719829B/en
Publication of CN120719829A publication Critical patent/CN120719829A/en
Application granted granted Critical
Publication of CN120719829B publication Critical patent/CN120719829B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B1/5806Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile
    • E04B1/5812Connections for building structures in general of bar-shaped building elements with a cross-section having an open profile of substantially I - or H - form
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/06Solidifying concrete, e.g. by application of vacuum before hardening
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast
    • E04G21/06Solidifying concrete, e.g. by application of vacuum before hardening
    • E04G21/08Internal vibrators, e.g. needle vibrators
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates
    • E04G21/1841Means for positioning building parts or elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention relates to the technical field related to steel column construction, in particular to a super high-rise building steel column embedded column foot construction device and a construction process thereof, wherein the construction device comprises a foundation, a steel column, a rib plate, a bottom plate and an anchor bolt, the steel column is fixedly connected with a pouring plate below the rib plate, a cavity is formed in the bottom plate, a fixing component for fixing and clamping the steel column is arranged below the bottom plate, an auxiliary component for eliminating air bubbles of concrete is arranged on the side surface of the steel column, through the motion of two sets of joint pieces in the cavity of bottom plate, can press from both sides tightly fixedly to the bottom plate, improve the stability of steel column when pouring, screw rod rotation drives the thread bush when the inside rotation of adjusting block simultaneously, can stimulate the steel column of adjusting block top and carry out the position adjustment, and the adjusting block can drive the wedge and extrude the cylinder head moreover, applys reverse extrusion force to the driving part to improve the effect that the joint piece is pressed from both sides tightly spacing to the bottom plate.

Description

Super high-rise building steel column embedded column foot construction device and construction process thereof
Technical Field
The invention relates to the technical field of steel column construction, in particular to a super high-rise building steel column embedded column foot construction device and a construction process thereof.
Background
The steel column is a columnar structure made of steel, is commonly used in projects such as buildings, bridges and towers, and plays a role in supporting and bearing, the embedded column foot of the steel column refers to a connection mode that the bottom of the steel column is embedded into a concrete foundation, and the design mode can provide better stability and bearing capacity and can also enhance the integrity between the steel column and the foundation.
Because the bottom of steel column needs to be buried into the inside of concrete to this improves stability and wholeness between steel column and the basis, when the deviation appears in the position of steel column, because the position of bottom plate has been fixed, can't adjust the steel column again, still need confirm the position of bottom plate again, waste time and energy, and the steel column is when the construction is pour concrete, because the concrete constantly pours into, can cause the impact to the steel column, serious phenomenon that can appear the slope influences the construction progress of steel column, consequently, proposes a super high-rise building steel column buries formula column foot construction device and construction process thereof.
Disclosure of Invention
The invention aims to provide a construction device and a construction process for embedding a steel column into a column base of an ultra-high-rise building, and aims to solve the problems that the steel column is inclined due to impact force during concrete pouring, cannot be kept stable during the concrete pouring process and cannot be quickly adjusted.
The technical scheme is that the embedded column foot construction device for the super high-rise building steel column comprises a foundation, the steel column, a rib plate and a bottom plate, wherein a pouring plate is fixedly connected below the steel column, a blocking plate is rotatably connected below the pouring plate through a pin shaft, a top column is fixedly connected to the side face of the blocking plate, a cavity is formed in the bottom plate, a fixing component for fixedly clamping the steel column is arranged below the bottom plate, an auxiliary component for eliminating bubbles in concrete is arranged on the side face of the steel column, and a gain component for improving pouring quality of the steel column is arranged inside the foundation;
the fixed component comprises a driving piece, the driving piece slides in the cavity of the bottom plate, a movable plate is fixedly connected to the driving piece, two ends of the movable plate are rotationally connected with clamping blocks through pin shafts, a folding groove is formed in the clamping blocks, a limit column is arranged in the folding groove, and the limit column is fixedly connected with the foundation through a fixing frame;
The auxiliary assembly comprises a receiving plate, a receiving bin is arranged at one end of the receiving plate, an installation screw rod is rotationally connected inside the receiving plate, the installation screw rod is in threaded connection with the steel column, an adjusting screw rod is in threaded connection inside the receiving plate, and an arc rod is rotationally connected at one end of the adjusting screw rod;
The gain component comprises a sliding column, the sliding column is located under the receiving plate, a pressing plate is fixedly connected under the sliding column, a sliding rod is fixedly connected under the pressing plate, a matching column is fixedly connected to the lower end of the sliding rod, a pushing plate is fixedly connected to the side face of the pressing plate, and an inclined plane matched with the jacking column is arranged on one side of the pushing plate.
Preferably, the upper end of the driving piece is fixedly connected with a cylindrical head, two groups of wedge blocks are arranged above the cylindrical head, the wedge blocks are in sliding connection with the bottom plate, an adjusting block is fixedly connected above the wedge blocks, one end of the adjusting block is in threaded connection with a threaded sleeve, a rotating screw is fixedly connected inside the threaded sleeve, the rotating screw is in threaded connection with the bottom plate, and the thread pitch of the threads of the threaded sleeve is larger than that of the threads on the surface of the rotating screw.
Preferably, one end of the arc rod is connected with a knocking ball, the arc rod is in sliding connection with the material receiving plate, a piston rod is arranged above the material receiving plate, a piston cylinder is connected to the surface of the piston rod in a sliding manner, an outer connecting pipe is fixedly communicated with the surface of the piston cylinder, one end of the outer connecting pipe, far away from the piston cylinder, is connected with a liquid storage tank for storing defoaming agent, a communicating pipe is fixedly communicated with the lower part of the piston cylinder, and one end, far away from the piston cylinder, of the communicating pipe is communicated with the inside of a material receiving bin at one end of the material receiving plate.
Preferably, the surface sliding connection of traveller has the backup pad, and the side rigid coupling of backup pad has L shape pole, and one side that L shape pole is close to the traveller is provided with a plurality of groups of lugs, and the surface sliding connection of cooperation post has the exhaust pole, and the through-hole has been seted up to the exhaust pole top, and is located the position of through-hole and has seted up the slide, and a plurality of tiny suction holes of group have still been seted up on the surface of exhaust pole, and the exhaust pole adopts the material that material weight is light, surface smoothness is high to make.
Preferably, the surface rigid coupling of slide bar has the elastic expansion link, and the hookup location of traveller and backup pad is provided with reset element, and backup pad and basis are demountable installation, and one side of pressing plate slides in the side of steel column, and the bottom of steel column is the four corners distribution and is provided with four sets of triangular ribbed plates, presses the inside oblique side of board and closely laminates of foundation.
Preferably, the draw-in groove has been seted up to the bottom of steel column, and the draw-in groove is closely blocked with the adjusting block, and the screw hole has been seted up to the front and back both sides of bottom plate, and the bottom of bottom plate is the four corners and distributes there is the crab-bolt, and the bottom of crab-bolt sets up to the toper, and fixed subassembly and bottom plate all select for use the material that intensity is high, corrosion resistance is high to make.
Preferably, the bottom of the plugging plate is fixedly provided with an inclined plate, the inside of the pouring plate is provided with a through groove, one end of the material receiving plate, which is provided with a material receiving bin, swings up and down in the through groove, one end of the piston cylinder is positioned on one side of the rib plate, and the communicating pipe and the inside of the outer connecting pipe are both provided with one-way valves.
Preferably, the L-shaped rod and the convex blocks on the surface of the L-shaped rod slide in the sliding grooves formed in the surface of the pressing plate, and a trapezoid cavity is formed in the foundation.
Preferably, a pouring opening is formed in the rib plate above the pouring plate, and the weight of the arc rod and the striking ball is larger than that of the material receiving bin at one end of the material receiving plate.
The construction process of the embedded column foot construction device for the super high-rise building steel column comprises the following steps:
S1, pushing a driving part to move upwards in a foundation by the gravity of a steel column and a bottom plate, so that the steel column and the bottom plate are limited and fixed by controlling two groups of clamping blocks, and the stability of the steel column in pouring is improved;
S2, driving the threaded sleeve to rotate in the adjusting block by rotating the screw rod, controlling the adjusting block to move above the bottom plate by the size of the thread pitches of the two groups of threads, and determining the position of the steel column during construction;
s3, pushing a piston rod to move through swinging of a receiving plate, uniformly adding a defoaming agent into the concrete being poured, and adjusting the swing amplitude of the arc rod through rotating an adjusting screw rod to further eliminate bubbles in the concrete;
s4, driving the exhaust rod to treat bubbles in the concrete being poured by the up-and-down movement of the pressing plate, compacting the concrete by the movement of the pressing plate, and tightly limiting the side face of the steel column;
S5, through continuous up-and-down movement of the exhaust rod, the efficiency of treating the air bubbles in the concrete being poured is improved, the stress born by the two groups of clamping blocks during working is effectively reduced, and the stability of fixing and limiting the steel column and the bottom plate by the fixing assembly is improved;
S6, the pushing plate driven by the pressing plate moves up and down, the blocking plate at one end of the jacking column is pushed to swing below the pouring plate through the pushing plate, the exhaust rod can move up and down in the concrete in a matched mode, the air bubble adsorption efficiency of the exhaust rod is improved, and the overall pouring quality of the steel column can be improved.
Compared with the prior art, the invention has the following beneficial effects:
1. According to the invention, the driving part can be pushed downwards to move by the gravity of the steel column and the bottom plate, the driving part can drive the two groups of clamping blocks to move in the cavity in the bottom plate through the pin shaft when moving, the bottom plate is clamped and fixed, the stability of the steel column in pouring is improved, meanwhile, when the rotating screw rotates to drive the threaded sleeve to rotate in the adjusting block, the steel column above the adjusting block can be pulled to adjust the position, the accuracy of the steel column in construction is improved, and the adjusting block can drive the wedge block to extrude the cylindrical head in the adjusting process, so that the driving part is subjected to reverse extrusion force, and the clamping and limiting effects of the clamping block on the bottom plate are improved.
2. According to the invention, concrete falls into the material receiving bin at one end of the material receiving plate, so that the material receiving plate is driven to swing, the material receiving plate swings to drive the knocking ball at one end of the arc rod to knock the pouring plate, air bubbles generated by the concrete being poured are treated, the concrete can be prevented from being blocked in the pouring process, the working efficiency is high, meanwhile, the swing amplitude of the arc rod can be changed by adjusting the rotation of the screw rod in the material receiving plate, the knocking force of the knocking ball on the pouring plate is improved, and the efficiency is higher.
3. According to the invention, the material receiving plate swings to push the sliding column to move up and down, the sliding column moves to drive the pressing plate to move up and down, the pressing plate moves to push the exhaust rod to move in the concrete through the matched column below the sliding rod, so that bubbles generated in the air can be further treated, meanwhile, one side of the pressing plate moves up and down on one side of the steel column, the stability of the steel column when the concrete is poured can be improved, the impact force of the concrete on the steel column is reduced, and the safety is high.
4. According to the invention, the push plate is driven to move up and down by the pressing plate, the blocking plate at one end of the jacking column is pushed to swing through the inclined plane when the push plate moves, the blocking plate swings to block concrete through the inclined plate, the falling amount of the concrete is reduced, the downward movement of the exhaust rod is convenient to treat bubbles, the stress generated by the blocking block after the concrete falls can be reduced, the blocking block is protected, and the service life is long.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of the structure of the foundation of the present invention;
FIG. 3 is a schematic view of the structure of a closure plate and a casting plate according to the present invention;
FIG. 4 is a schematic view of a fixing assembly according to the present invention;
FIG. 5 is a schematic view of the structure of the cylindrical head of the present invention;
FIG. 6 is a schematic view of the structure of the adjusting block and the bottom plate of the present invention;
FIG. 7 is a schematic view of an auxiliary assembly according to the present invention;
FIG. 8 is a schematic diagram of a gain element structure according to the present invention;
FIG. 9 is a schematic view of the structure of the sliding rod, mating post and exhaust rod of the present invention;
Fig. 10 is an elevation view of the foundation and steel column of the present invention.
1, Foundation, 2, steel column, 3, rib plate, 4, bottom plate, 5, blocking plate, 6, anchor bolt, 7, pouring plate, 8, jack post, 100, fixing component, 101, driving part, 102, moving plate, 103, clamping block, 104, fixing frame, 105, cylindrical head, 106, limit post, 107, rotating screw, 108, threaded sleeve, 109, adjusting block, 110, wedge block, 200, auxiliary component, 201, receiving plate, 202, adjusting screw, 203, arc rod, 204, knocking ball, 205, piston rod, 206, piston cylinder, 207, mounting screw, 208, communicating pipe, 209, external connecting pipe, 300, gain component, 301, sliding post, 302, supporting plate, 303, pressing plate, 304, exhaust rod, 305, L-shaped rod, 306, sliding rod, 307, fitting post, 308, elastic telescopic rod, 309, pushing plate.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be made by a person skilled in the art without making any inventive effort, are intended to be within the scope of the present invention.
Referring to fig. 1 to 10, the invention provides a technical scheme that an embedded column foot construction device for a super high-rise building steel column comprises a foundation 1, a steel column 2, a rib plate 3, a bottom plate 4 and an anchor bolt 6, wherein a pouring plate 7 is fixedly connected below the rib plate 3, a blocking plate 5 is rotatably connected below the pouring plate 7 through a pin shaft, a top column 8 is fixedly connected to the side surface of the blocking plate 5, a cavity is formed in the bottom plate 4, a fixing assembly 100 for fixedly clamping the steel column 2 is arranged below the bottom plate 4, an auxiliary assembly 200 for eliminating bubbles in concrete is arranged on the side surface of the steel column 2, and a gain assembly 300 for improving pouring quality of the steel column 2 is arranged inside the foundation 1;
Wherein, through the cavity motion of two sets of joint pieces 103 in fixed subassembly 100 inside bottom plate 4, make bottom plate 4 install in the inside of basis 1 fast and stably, improve the stability of the steel column 2 of installing in bottom plate 4 top inside basis 1, avoid pouring or other external environment's influence appear the phenomenon of slope, improve the stability that steel column 2 was pour.
The fixed assembly 100 comprises a driving piece 101, the driving piece 101 slides in a cavity of the bottom plate 4, a movable plate 102 is fixedly connected to the surface of the driving piece 101, clamping blocks 103 are rotatably connected to two ends of the movable plate 102 through pin shafts, a folding groove is formed in the clamping blocks 103, a limit column 106 is arranged in the folding groove, and the limit column 106 is fixedly connected with the foundation 1 through a fixing frame 104;
Wherein, fixed mount 104 that sets up can be steadily install fixed subassembly 100 to the inside of basis 1 to carry out spacing fixed to steel column 2 and bottom plate 4 better, the setting in dog-bone slot makes two sets of joint pieces 103 move in the cavity of bottom plate 4 inside fast moreover, thereby locks it, and stability is high.
The auxiliary assembly 200 comprises a receiving plate 201, a receiving bin is arranged at one end of the receiving plate 201, a mounting screw rod 207 is rotatably connected inside the receiving plate 201, the mounting screw rod 207 is in threaded connection with the steel column 2, an adjusting screw rod 202 is in threaded connection with the inside of the receiving plate 201, and an arc rod 203 is rotatably connected at one end of the adjusting screw rod 202;
Wherein, through set up the material receiving bin in the one end of receiving flitch 201, the impact that produces during concrete placement can drive the material receiving plate 201 swing to can handle a large amount of bubbles that produce during concrete placement, the material receiving bin of material receiving plate 201 one end can reduce the impact force to steel column 2 surface during concrete placement, can avoid steel column 2 to receive great impact force and appear the phenomenon of slope.
The gain component 300 comprises a slide column 301, the slide column 301 is located under the receiving plate 201, a pressing plate 303 is fixedly connected under the slide column 301, a sliding rod 306 is fixedly connected under the pressing plate 303, a matching column 307 is fixedly connected under the sliding rod 306, a push plate 309 is fixedly connected on the side face of the pressing plate 303, and an inclined plane matched with the jacking column 8 is arranged on one side of the push plate 309.
In which not only the concrete can be compacted by the movement of the pressing plate 303, but also the stability of the steel column 2 at the time of pouring can be further improved because one side of the pressing plate 303 slides on the side of the steel column 2.
Further, the upper end of the driving member 101 is fixedly connected with a cylindrical head 105, two groups of wedge blocks 110 are arranged above the cylindrical head 105, the wedge blocks 110 are in sliding connection with the bottom plate 4, an adjusting block 109 is fixedly connected above the wedge blocks 110, one end of the adjusting block 109 is in threaded connection with a threaded sleeve 108, a rotating screw 107 is fixedly connected inside the threaded sleeve 108, the rotating screw 107 is in threaded connection with the bottom plate 4, and the thread pitch of the threads of the threaded sleeve 108 is larger than that of the threads on the surface of the rotating screw 107.
The cylindrical head 105 and the two groups of symmetrically arranged wedge blocks 110 are arranged at the upper end of the driving member 101, and when the screw 107 rotates to drive the adjusting block 109 to adjust the position of the upper steel column 2 through the threaded sleeve 108, the two groups of wedge blocks 110 can also apply extrusion force to the driving member 101, so that the stability of limiting and fixing the bottom plate 4 and the steel column 2 by the two groups of clamping blocks 103 is improved.
Further, the knocking ball 204 is detachably connected to one end of the arc rod 203, the arc rod 203 is in sliding connection with the material receiving plate 201, the piston rod 205 is arranged above the material receiving plate 201, the piston cylinder 206 is slidably connected to the surface of the piston rod 205, an external pipe 209 is fixedly communicated with the surface of the piston cylinder 206, a liquid storage tank for storing defoaming agent is connected to one end, far away from the piston cylinder 206, of the external pipe 209, a communicating pipe 208 is fixedly communicated with the lower portion of the piston cylinder 206, and one end, far away from the piston cylinder 206, of the communicating pipe 208 is communicated with the inside of a material receiving bin at one end of the material receiving plate 201.
Wherein, can beat the surface of pouring board 7 through the striking ball 204 that sets up, can vibrate the concrete that is falling on the one hand, eliminate the inside bubble that produces of concrete, on the other hand can prevent that the phenomenon of jam from appearing in the concrete, improve the efficiency of pouring, moreover through the continuous motion of piston rod 205, can spray the defoaming agent to the concrete that is falling through the material receiving bin of receiving board 201 one end evenly, further improve the effect to bubble elimination.
Further, the surface sliding connection of the sliding column 301 has a supporting plate 302, the side of the supporting plate 302 is fixedly connected with an L-shaped rod 305, one side of the L-shaped rod 305 close to the sliding rod 306 is provided with a plurality of groups of bumps, the surface sliding connection of the matching column 307 has an exhaust rod 304, a through hole is formed above the exhaust rod 304, the surface of the slide exhaust rod 304 positioned at the position of the through hole is provided with a plurality of groups of fine air suction holes, and the exhaust rod 304 is made of a material with light weight and high surface smoothness.
Through the arrangement of the exhaust rod 304, not only can the air bubbles in the concrete be exhausted, but also the stress generated by the concrete during pouring can be reduced, so that the clamping block 103 is protected, and the stability of the steel column 2 during pouring is further improved.
Further, an elastic telescopic rod 308 is fixedly connected to the surface of the sliding rod 306, a reset element is arranged at the connection position of the sliding column 301 and the supporting plate 302, the supporting plate 302 and the foundation 1 are detachably mounted, one side of the pressing plate 303 slides on the side face of the steel column 2, four groups of triangular rib plates are distributed at four corners at the bottom of the steel column 2, and one end of the pressing plate 303 is tightly attached to the inclined side face inside the foundation 1.
Wherein, when driving steel column 2 through adjusting block 109 motion and carrying out the position adjustment, the triangular ribbed plate can follow steel column 2 and move together this moment, provides stability to steel column 2 at the removal in-process, avoids removing too soon and causes the influence to steel column 2.
Further, the draw-in groove has been seted up to the bottom of steel column 2, and draw-in groove and adjusting block 109 closely block, and the screw hole has been seted up to the front and back both sides of bottom plate 4, and crab-bolt 6 is the four corners setting in the bottom of bottom plate 4, and the bottom of crab-bolt 6 sets up to the toper, and fixed subassembly 100 all selects for use the material that intensity is high, corrosion resistance is high with bottom plate 4 to make.
Wherein, through the draw-in groove of seting up of steel column 2 bottom, make steel column 2 and the adjusting block 109 of bottom plate 4 top closely laminate, set up to the toper through crab-bolt 6 bottom simultaneously, improve the joint strength with basis 1, improve the stability of bottom plate 4 in basis 1 inside simultaneously.
Further, the bottom of the closure plate 5 is fixedly provided with an inclined plate, the inside of the pouring plate 7 is provided with a through groove, one end of the receiving plate 201 provided with a receiving bin swings up and down in the through groove, one end of the piston cylinder 206 is located on one side of the rib plate 3, and the interiors of the communicating pipe 208 and the external connecting pipe 209 are respectively provided with a one-way valve.
Wherein, through setting up the hang plate in the bottom of closure plate 5, when the closure plate 5 swing of push pedal 309 promotion jack-prop 8 one end, can reduce the volume that the concrete falls from pouring the mouth to improve the inside bubble exhaust efficiency of exhaust pole 304 to the concrete, also can avoid the concrete to pour into fast and cause the too big phenomenon of stress.
Further, the L-shaped rod 305 and the protruding blocks on the surface of the L-shaped rod slide in the sliding grooves formed in the surface of the pressing plate 303, the trapezoid cavity is formed in the base 1, the pouring opening is formed in the rib plate 3 above the pouring plate 7, and the weight of the arc rod 203 and the knocking ball 204 is greater than that of the material receiving bin at one end of the material receiving plate 201.
Wherein, through the setting of lug and elastic telescopic link 308, can both take place the vibration when exhaust pole 304 up-and-down motion to improve the efficiency of cleaing away the bubble, can also improve the efficiency that exhaust pole 304 pulled out from the concrete simultaneously.
Furthermore, the invention also provides a construction process of the super high-rise building steel column embedded column foot construction device, which comprises the following steps:
s1, driving piece 101 is pushed to move upwards in foundation 1 by the gravity of steel column 2 and bottom plate 4, so that steel column 2 and bottom plate 4 are limited and fixed by controlling two groups of clamping blocks 103, and stability of steel column 2 in pouring is improved;
s2, driving a threaded sleeve 108 to rotate in an adjusting block 109 by rotating a screw 107, controlling the adjusting block 109 to move above the bottom plate 4 by the size of the thread pitches of the two groups of threads, and determining the position of the steel column 2 during construction;
S3, pushing the piston rod 205 to move through swinging of the receiving plate 201, uniformly adding the defoaming agent into the concrete being poured, and adjusting the swinging amplitude of the arc rod 203 through rotating of the adjusting screw 202, so as to further eliminate bubbles in the concrete;
S4, driving an exhaust rod 304 to treat bubbles in the concrete being poured through up-and-down movement of a pressing plate 303, compacting the concrete through movement of the pressing plate 303, and tightly limiting the side face of the steel column 2;
s5, through continuous up-and-down movement of the exhaust rod 304, not only is the efficiency of treating the air bubbles in the concrete being poured improved, but also the stress born by the two groups of clamping blocks 103 during working is effectively reduced, and the stability of fixing and limiting the steel column 2 and the bottom plate 4 by the fixing assembly 100 is improved;
S6, through the up-and-down motion of the pushing plate 309 driven by the pressing plate 303, the pushing plate 309 pushes the plugging plate 5 at one end of the jacking column 8 to swing below the pouring plate 7, so that the air exhaust rod 304 can be matched with the up-and-down motion of the air exhaust rod 304 in the concrete, the air bubble adsorption efficiency of the air exhaust rod 304 is improved, and the overall pouring quality of the steel column 2 can be improved.
Working principle:
Before concrete is poured on the steel column 2, a plurality of steel bars are paved in the foundation 1, a mounting hole is formed in the bottom of the foundation 1, the fixing assembly 100 is mounted in the foundation 1, the bottom plate 4 is mounted above the fixing assembly 100, two groups of clamping blocks 103 in the fixing assembly 100 are inserted into the bottom plate 4 from an inclined state, the bottom plate 4 is fixed in the foundation 1 through the two groups of bolts and the steel bars, when the bottom plate 4 is mounted above the fixing assembly 100, due to gravity, the bottom plate 4 can push the cylindrical head 105 and the driving piece 101 below downwards move in the foundation 1, the driving piece 101 downwards moves to drive the clamping blocks 103 to downwards move through the pin shafts, and when the clamping blocks 103 downwards move, the clamping blocks 103 slide on the surface of the limiting columns 106 through the inner folding grooves, so that the clamping blocks 103 swing, the upper ends of the clamping blocks can be inserted into cavities of the bottom plate 4, but due to insufficient gravity of the bottom plate 4, the end faces of the clamping blocks 103 cannot be completely contacted with the cavities of the bottom plate 4, and thus convenience is brought to convenience for constructors to adjust the position of the bottom plate 4 in the foundation 1, and accuracy of the steel column 2 is improved when construction is performed.
When the position of the steel column 2 is required to be adjusted left and right, a constructor rotates the rotating screw rod 107 to drive the threaded sleeve 108 to rotate, the threaded sleeve 108 is in threaded connection with the adjusting block 109, and the thread pitch of the surface thread of the rotating screw rod 107 is smaller than that of the threaded sleeve 108, so that when the rotating screw rod 107 drives the threaded sleeve 108 to rotate, the adjusting block 109 can be pulled to move above the bottom plate 4, the moving distance is determined by the length of the threaded sleeve 108, and meanwhile, the adjusting block 109 can move to drive the steel column 2 clamped with the adjusting block to move left and right on the surface of the bottom plate 4, so that the position of the steel column 2 is adjusted, and meanwhile, the steel column 2 is stably connected with the bottom plate 4 below the adjusting block 109.
The side of the steel column 2 is provided with a plurality of groups of triangular ribbed plates, so that the stability of the steel column 2 when moving above the base plate 4 can be improved, the phenomenon that the steel column 2 inclines or the moving position is inaccurate in the moving process is avoided, after the clamping grooves arranged below the steel column 2 are clamped with the adjusting blocks 109, the gravity of the steel column 2 can further apply pressure to the base plate 4, at the moment, the base plate 4 can completely push the driving piece 101 to move downwards, two groups of clamping blocks 103 are completely clamped with the base plate 4, the stability of the base plate 4 installed inside the foundation 1 is improved, the stability of the steel column 2 installed is improved, the position of the steel column 2 is adjusted after the steel column 2 is installed above the base plate 4, the adjusting blocks 109 can be driven to move when the rotating screw rods 107 rotate through the threaded sleeves 108, the adjusting blocks 109 move to be contacted with the cylindrical heads 105 through the inclined surfaces of the two groups of the wedge blocks 110, the driving piece 101 below the cylindrical heads 105 are further improved in contact with the base plate 1, the contact force between the two groups of clamping blocks 103 and the base plate 4 is further improved, the stability is high, after the position of the steel column 2 is determined, the steel column 2 and the base plate 4 are welded with the concrete in a mode, and concrete is convenient to be fixedly connected.
When the column feet of the steel column 2 are required to be poured and fixed, the auxiliary assembly 200 is firstly installed on the side face of the steel column 2 through the installation screw rod 207, the gain assembly 300 is installed on the position which is horizontal to the foundation 1 through the sliding column 301, as the pouring opening is formed in the rib plate 3, the lower part of the pouring opening is communicated with the inside of the pouring plate 7, so that a worker can conveniently pour concrete into the foundation 1, and the blocking plate 5 and the pouring plate 7 can prevent the splashing phenomenon of the concrete in the pouring process, and meanwhile, the outer connecting pipe 209 is connected with the inside of a liquid storage tank with an antifoaming agent stored outside;
When the concrete starts pouring, as the material receiving plate 201 is in an inclined state initially, the concrete falls into the material receiving bin at one end of the material receiving plate 201 through the pouring opening, when the weight of the concrete collected by the material receiving plate 201 is larger than that of the lower Fang Yuanhu rod 203 and the knocking ball 204, the material receiving plate 201 swings around the installation screw rod 207, when the material receiving plate 201 swings upwards, the piston rod 205 can be pushed to slide in the piston cylinder 206, the defoaming agent in the liquid storage tank is pumped into the piston cylinder 206 through the outer connecting pipe 209, and then is conveyed into the material receiving bin at one end of the material receiving plate 201 through the communicating pipe 208 communicated below the piston cylinder 206, and the defoaming agent is uniformly added into the concrete by spraying the material receiving plate 201, so that the air bubbles generated during pouring of the concrete are reduced, and the pouring quality of the concrete is improved.
Before the concrete is poured, the adjusting screw rod 202 is rotated to drive the arc rod 203 to move below the receiving plate 201, the receiving plate 201 is moved to drive the striking ball 204 to move, the distance that the arc rod 203 is close to the steel column 2 is adjusted, when the arc rod 203 is close to the steel column 2, the receiving plate 201 swings to drive the striking ball 204 to strike the surface of the pouring plate 7 through the arc rod 203, air bubbles generated in the concrete pouring process can be reduced, when the concrete is continuously poured into a trapezoid cavity in the foundation 1, the concrete is continuously lifted, the striking force of the striking ball 204 is reduced, the arc rod 203 is driven to be far away from the steel column 2 through the adjusting screw rod 202, the swing amplitude of the arc rod 203 is increased, the striking force of the striking ball 204 on the pouring plate 7 is improved, the pouring plate 7 can be continuously struck through different forces, and a large number of air bubbles can be prevented from occurring in the concrete after the pouring.
When concrete is poured, the material receiving plate 201 can intermittently push the sliding column 301 to move up and down in the support plate 302 during swinging, the sliding column 301 moves to push the sliding rod 306 to move up and down through the pressing plate 303, the sliding rod 306 moves downwards to push the exhaust rod 304 to move up and down in the foundation 1 through the matching column 307, the sliding rod 304 is internally provided with a slideway, and the exhaust hole is arranged at the position of the slideway, after the sliding rod 306 moves downwards to a certain position, the exhaust rod 304 can be continuously pushed to move downwards, when the exhaust rod 304 moves downwards, the matching column 307 is arranged below the exhaust hole, so that the exhaust rod 304 forms a negative pressure state, air generated in the concrete is sucked into the interior through a tiny suction hole on the surface of the exhaust rod 304, when the sliding rod 306 drives the matching column 307 to move upwards, the matching column 307 is arranged above the exhaust hole, the air sucked in the exhaust rod 304 is discharged to the outside, and bubbles generated in the concrete pouring process can be further processed.
Because the exhaust rod 304 continuously moves up and down in the concrete until the concrete is poured to be in a horizontal state with the foundation 1, the up and down movement speed of the exhaust rod 304 is reduced due to the adhesion and pressure intensity of the concrete, when the matched column 307 in the exhaust rod 304 is positioned below the exhaust pipe, the pressure intensity in the exhaust rod 304 is the same as the pressure intensity in the concrete, and because the exhaust rod 304 is made of a material with light weight and high surface smoothness, the up and down movement of the exhaust rod 304 in the concrete can be better improved.
Because the pressing plate 303 moves up and down continuously, when the pressing plate 303 moves, the pushing plate 309 is driven to move, when the pushing plate 309 moves downwards, the exhaust rod 304 also moves downwards, when the pushing plate 309 moves downwards, the blocking plate 5 at one end of the top column 8 is pushed by the inclined plane to move around the pin shaft to one side close to the steel column 2, and because the bottom of the blocking plate 5 is provided with the inclined plate, the position of the inclined plate can block falling concrete at the moment, so that the falling of the concrete is reduced, the exhaust rod 304 is conveniently inserted into the concrete filled below, and the treatment of air bubbles in the concrete is further improved.
The backup pad 302 and basis 1 demountable installation, drive elastic telescopic link 308 downward movement when slide bar 306 downward movement, elastic telescopic link 308 downward movement can with the lug contact on the L shape pole 305, thereby make the whole light vibration that takes place when up-and-down motion of exhaust bar 304, can not only improve the effect of handling the inside bubble of concrete, can also reduce the resistance that exhaust bar 304 moved up-and-down in the concrete, and because one side of push down plate 303 can be contacted with the side of steel column 2 when up-and-down movement, not only can compact the concrete that is about to be full, can also limit the steel column 2 side that is being pour, avoid steel column 2 to appear the phenomenon of slope in the pouring process, reduce the stress that two sets of joint pieces 103 produced when fixed to bottom plate 4 chucking, stability when improving steel column 2 and pouring.
When the concrete is poured to be horizontally consistent with the upper part of the foundation 1, a pouring box is arranged around the steel column 2, and meanwhile, the auxiliary assembly 200 and the gain assembly 300 are taken out from the foundation 1, and the part of the steel column 2 exposed outside is poured, so that the construction work of the steel column 2 is completed.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made hereto without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents.

Claims (10)

1.一种超高层建筑钢柱埋入式柱脚施工装置,包括基础(1)、钢柱(2)、筋板(3)和底板(4),其特征在于:钢柱(2)位于筋板(3)的下方固接有浇筑板(7),浇筑板(7)下方通过销轴转动连接有堵板(5),堵板(5)侧面固接有顶柱(8),底板(4)的内部为空腔,底板(4)下方设置有固定组件(100),钢柱(2)侧面设置有辅助组件(200),基础(1)内部设置有增益组件(300);1. A super high-rise building steel column embedded column foot construction device, comprising a foundation (1), a steel column (2), a stiffener plate (3) and a bottom plate (4), characterized in that: the steel column (2) is located below the stiffener plate (3) and is fixedly connected to a casting plate (7), a blocking plate (5) is rotatably connected to the bottom of the casting plate (7) through a pin shaft, a top column (8) is fixedly connected to the side of the blocking plate (5), the interior of the bottom plate (4) is a cavity, a fixing component (100) is provided below the bottom plate (4), an auxiliary component (200) is provided on the side of the steel column (2), and a gain component (300) is provided inside the foundation (1); 固定组件(100)包括主动件(101),主动件(101)在底板(4)的空腔内滑动,主动件(101)上固接有移动板(102),移动板(102)两端通过销轴转动连接有卡接块(103),卡接块(103)内部的折形槽内设置有限位柱(106),限位柱(106)通过固定架(104)与基础(1)固接;The fixed assembly (100) includes an active member (101), the active member (101) slides in the cavity of the bottom plate (4), a movable plate (102) is fixedly connected to the active member (101), both ends of the movable plate (102) are rotatably connected to a clamping block (103) via a pin shaft, a limiting column (106) is provided in a folding groove inside the clamping block (103), and the limiting column (106) is fixedly connected to the base (1) via a fixing frame (104); 辅助组件(200)包括接料板(201),接料板(201)一端开设有接料仓,接料板(201)内转动连接有安装丝杆(207),安装丝杆(207)与钢柱(2)螺纹连接,接料板(201)内螺纹连接有调节丝杆(202),调节丝杆(202)一端转动连接有圆弧杆(203);The auxiliary component (200) includes a material receiving plate (201), one end of the material receiving plate (201) is provided with a material receiving bin, a mounting screw (207) is rotatably connected inside the material receiving plate (201), the mounting screw (207) is threadedly connected to the steel column (2), an adjusting screw (202) is threadedly connected inside the material receiving plate (201), and one end of the adjusting screw (202) is rotatably connected to an arc rod (203); 增益组件(300)包括滑柱(301),滑柱(301)位于接料板(201)正下方,滑柱(301)下方固接有按压板(303),按压板(303)下方固接有滑动杆(306),滑动杆(306)下端固接有配合柱(307),按压板(303)侧面固接有推板(309),推板(309)一侧设有与顶柱(8)配合使用的斜面。The gain component (300) includes a slide column (301), the slide column (301) is located directly below the material receiving plate (201), a pressing plate (303) is fixedly connected below the slide column (301), a sliding rod (306) is fixedly connected below the pressing plate (303), a matching column (307) is fixedly connected to the lower end of the sliding rod (306), a push plate (309) is fixedly connected to the side of the pressing plate (303), and a slope is provided on one side of the push plate (309) for use with the top column (8). 2.根据权利要求1所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:主动件(101)的上端固接有圆柱头(105),圆柱头(105)的上方设置有两组楔形块(110),楔形块(110)与底板(4)滑动连接,楔形块(110)的上方固接有调整块(109),调整块(109)的一端螺纹连接有螺纹套(108),螺纹套(108)的内部固接有转动螺杆(107),转动螺杆(107)与底板(4)螺纹连接,螺纹套(108)螺纹的螺距大于转动螺杆(107)表面螺纹的螺距。2. A super high-rise building steel column embedded column base construction device according to claim 1, characterized in that: a cylindrical head (105) is fixedly connected to the upper end of the active part (101), two groups of wedge blocks (110) are arranged above the cylindrical head (105), the wedge blocks (110) are slidably connected to the base plate (4), an adjustment block (109) is fixedly connected above the wedge blocks (110), one end of the adjustment block (109) is threadedly connected to a threaded sleeve (108), a rotating screw (107) is fixedly connected to the inside of the threaded sleeve (108), the rotating screw (107) is threadedly connected to the base plate (4), and the pitch of the thread of the threaded sleeve (108) is greater than the pitch of the thread on the surface of the rotating screw (107). 3.根据权利要求2所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:圆弧杆(203)的一端连接有敲击球(204),圆弧杆(203)与接料板(201)滑动连接,接料板(201)的上方设置有活塞杆(205),活塞杆(205)的表面滑动连接有活塞筒(206),活塞筒(206)的表面固定连通有外接管(209),外接管(209)远离活塞筒(206)的一端连接有储存消泡剂的储液箱,活塞筒(206)的下方固定连通有连通管(208),连通管(208)远离活塞筒(206)的一端与接料板(201)一端的接料仓内部贯通。3. A super high-rise building steel column embedded column base construction device according to claim 2, characterized in that: one end of the arc rod (203) is connected to a knocking ball (204), the arc rod (203) is slidably connected to the receiving plate (201), a piston rod (205) is provided above the receiving plate (201), the surface of the piston rod (205) is slidably connected to the piston cylinder (206), the surface of the piston cylinder (206) is fixedly connected to an external pipe (209), the end of the external pipe (209) away from the piston cylinder (206) is connected to a liquid storage tank for storing defoaming agent, the bottom of the piston cylinder (206) is fixedly connected to a connecting pipe (208), and the end of the connecting pipe (208) away from the piston cylinder (206) is connected to the inside of the receiving bin at one end of the receiving plate (201). 4.根据权利要求3所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:滑柱(301)的表面滑动连接有支撑板(302),支撑板(302)的侧面固接有L形杆(305),L形杆(305)靠近滑动杆(306)的一侧设置有若干组凸块,配合柱(307)的表面滑动连接有排气杆(304),排气杆(304)上方开设有通孔,且位于通孔的位置开设有滑道,排气杆(304)的表面还开设有若干组的吸气孔。4. A super high-rise building steel column embedded column base construction device according to claim 3, characterized in that: the surface of the sliding column (301) is slidably connected to a support plate (302), the side of the support plate (302) is fixedly connected to an L-shaped rod (305), a side of the L-shaped rod (305) close to the sliding rod (306) is provided with a plurality of groups of protrusions, the surface of the matching column (307) is slidably connected to an exhaust rod (304), a through hole is provided above the exhaust rod (304), and a slide is provided at the position of the through hole, and a plurality of groups of air suction holes are also provided on the surface of the exhaust rod (304). 5.根据权利要求4所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:滑动杆(306)的表面固接有弹性伸缩杆(308),滑柱(301)与支撑板(302)的连接位置设置有复位元件,按压板(303)的一侧在钢柱(2)的侧面进行滑动,钢柱(2)的底部呈四角分布设置有四组三角肋板,按压板(303)的一端与基础(1)内部的斜侧面紧密贴合。5. A super high-rise building steel column embedded column base construction device according to claim 4, characterized in that: an elastic telescopic rod (308) is fixedly connected to the surface of the sliding rod (306), a reset element is provided at the connection position between the sliding column (301) and the support plate (302), one side of the pressing plate (303) slides on the side of the steel column (2), four groups of triangular ribs are provided at the four corners of the bottom of the steel column (2), and one end of the pressing plate (303) is tightly fitted with the inclined side surface inside the foundation (1). 6.根据权利要求5所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:钢柱(2)的底部开设有卡槽,卡槽与调整块(109)紧密卡合,底板(4)的前后两侧开设有螺纹孔,底板(4)的底部呈四角分布有锚栓(6),锚栓(6)的底端设置为锥形。6. A super high-rise building steel column embedded column base construction device according to claim 5, characterized in that: a card slot is provided at the bottom of the steel column (2), the card slot is tightly engaged with the adjustment block (109), threaded holes are provided on the front and back sides of the bottom plate (4), and anchor bolts (6) are distributed at the four corners of the bottom of the bottom plate (4), and the bottom ends of the anchor bolts (6) are set to be conical. 7.根据权利要求6所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:堵板(5)的底部固定设置有倾斜板,浇筑板(7)的内部开设有通槽,接料板(201)设有接料仓的一端在通槽的内部上下摆动,活塞筒(206)的一端位于筋板(3)的一侧,连通管(208)与外接管(209)的内部均设置有单向阀。7. A super high-rise building steel column embedded column base construction device according to claim 6, characterized in that: an inclined plate is fixedly provided at the bottom of the blocking plate (5), a through groove is provided inside the casting plate (7), a receiving plate (201) is provided with one end of a receiving bin which swings up and down inside the through groove, one end of the piston cylinder (206) is located on one side of the rib plate (3), and a one-way valve is provided inside both the connecting pipe (208) and the external pipe (209). 8.根据权利要求7所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:L形杆(305)与其表面的凸块均在按压板(303)表面开设的滑槽内滑动,基础(1)的内部开设有梯形腔。8. A super high-rise building steel column embedded column base construction device according to claim 7, characterized in that: the L-shaped rod (305) and the protrusions on its surface slide in the sliding groove provided on the surface of the pressing plate (303), and a trapezoidal cavity is provided inside the foundation (1). 9.根据权利要求8所述的一种超高层建筑钢柱埋入式柱脚施工装置,其特征在于:浇筑板(7)上方的筋板(3)内部开设有浇筑口,圆弧杆(203)和敲击球(204)的重量大于接料板(201)一端接料仓的重量。9. A super high-rise building steel column embedded column base construction device according to claim 8, characterized in that: a pouring port is opened inside the rib plate (3) above the pouring plate (7), and the weight of the arc rod (203) and the knocking ball (204) is greater than the weight of the material bin at one end of the receiving plate (201). 10.根据权利要求9所述的一种超高层建筑钢柱埋入式柱脚施工装置的施工工艺,其特征在于,其工艺步骤如下:10. The construction process of the embedded column foot construction device for super high-rise steel columns according to claim 9, characterized in that the process steps are as follows: S1:通过钢柱(2)与底板(4)的重力推动主动件(101)在基础(1)的内部向上运动,从而通过控制两组卡接块(103)对钢柱(2)以及底板(4)进行限位固定,提高钢柱(2)在浇筑时的稳定性;S1: The active member (101) is pushed upward inside the foundation (1) by the gravity of the steel column (2) and the bottom plate (4), thereby limiting and fixing the steel column (2) and the bottom plate (4) by controlling the two sets of clamping blocks (103), thereby improving the stability of the steel column (2) during pouring; S2:通过转动螺杆(107)带动螺纹套(108)在调整块(109)的内部转动,通过两组螺纹螺距的大小,控制调整块(109)在底板(4)上方移动,对钢柱(2)施工时位置的确定;S2: By rotating the screw (107), the threaded sleeve (108) is driven to rotate inside the adjustment block (109). By controlling the size of the two sets of thread pitches, the adjustment block (109) is controlled to move above the base plate (4) to determine the position of the steel column (2) during construction; S3:通过接料板(201)摆动推动活塞杆(205)运动,将消泡剂均匀的添加到正在浇筑的混凝土内,同时通过调节丝杆(202)转动对圆弧杆(203)摆动幅度调整,进一步消除混凝土中的气泡;S3: The piston rod (205) is pushed to move by the swing of the material receiving plate (201), and the defoaming agent is evenly added to the concrete being poured. At the same time, the swing amplitude of the arc rod (203) is adjusted by adjusting the screw rod (202) to further eliminate bubbles in the concrete; S4:通过按压板(303)上下运动带动排气杆(304)处理正在浇筑的混凝土内部的气泡,同时按压板(303)运动对混凝土进行压实,还能对钢柱(2)的侧面进行紧密限位;S4: The pressing plate (303) is moved up and down to drive the exhaust rod (304) to deal with bubbles in the concrete being poured. At the same time, the pressing plate (303) moves to compact the concrete and also tightly limit the side of the steel column (2); S5:通过排气杆(304)的不断上下运动,不仅提高处理正在浇筑的混凝土内部气泡的效率,还能够有效的降低两组卡接块(103)在工作时所受到的应力,提高固定组件(100)对钢柱(2)和底板(4)进行固定限位的稳定性;S5: The continuous up and down movement of the exhaust rod (304) not only improves the efficiency of treating bubbles in the concrete being poured, but also effectively reduces the stress on the two sets of clamping blocks (103) during operation, thereby improving the stability of the fixing assembly (100) in fixing and limiting the steel column (2) and the bottom plate (4); S6:通过按压板(303)带动的推板(309)上下运动,通过推板(309)推动顶柱(8)一端的堵板(5)在浇筑板(7)的下方摆动,能够配合排气杆(304)在混凝土的内部上下运动,提高排气杆(304)对气泡吸附的效率,还能提高钢柱(2)整体浇筑的质量。S6: The push plate (309) driven by the pressing plate (303) moves up and down, and the blocking plate (5) at one end of the top column (8) is pushed by the push plate (309) to swing below the casting plate (7), which can cooperate with the exhaust rod (304) to move up and down inside the concrete, thereby improving the efficiency of the exhaust rod (304) in adsorbing bubbles and improving the quality of the overall casting of the steel column (2).
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