CN219528402U - Beam side die supporting clamp - Google Patents
Beam side die supporting clamp Download PDFInfo
- Publication number
- CN219528402U CN219528402U CN202320341926.1U CN202320341926U CN219528402U CN 219528402 U CN219528402 U CN 219528402U CN 202320341926 U CN202320341926 U CN 202320341926U CN 219528402 U CN219528402 U CN 219528402U
- Authority
- CN
- China
- Prior art keywords
- clamping
- beam side
- fishbone
- shaped hole
- sliding
- 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.)
- Active
Links
- 238000009415 formwork Methods 0.000 description 10
- 229910000838 Al alloy Inorganic materials 0.000 description 9
- 238000010276 construction Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 230000009191 jumping Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a beam side die supporting clamp, wherein in the beam side die supporting clamp, the upper surface of a horizontal joist is provided with a fishbone-shaped hole, the fishbone-shaped hole comprises a strip-shaped hole extending along the axial direction of the horizontal joist and first round holes distributed at two sides of the strip-shaped hole in a staggered way, and the round holes are communicated with the axial clamping direction of the horizontal joist in a direction inclined by a preset angle to form the fishbone-shaped hole for movable locking; the sliding sleeve is sleeved on the horizontal joist in a sliding manner, a locking hole matched with the fishbone-shaped hole is formed in the upper surface of the sliding sleeve, the sliding locking shaft is detachably connected with the locking hole and the fishbone-shaped hole to lock the sliding clamping plate assembly, the second clamping flat plate is perpendicularly fixed at one end, far away from the locking hole, of the sliding sleeve, the second clamping flat plate is opposite to the first clamping flat plate, and a plurality of third round holes are perpendicularly distributed on two sides of the second clamping flat plate. The beam side die supporting clamp is convenient to install, high in clamping precision, safe and reliable.
Description
Technical Field
The utility model relates to the technical field of beam construction, in particular to a beam side die supporting clamp.
Background
In the field of building construction, in the prior art, a structural beam is reinforced and formed by using traditional steel pipes and fasteners or a wall penetrating screw, so that the technology is not only influenced by the technology of constructors, but also has some insurmountable defects such as uneven stress, inconsistent casting finished size, high construction difficulty, simultaneous operation of a plurality of personnel, heavy clamps and other adverse factors, direct influence on the quality and the attractiveness of the beam, prolonged construction period and improved construction cost.
Therefore, it is necessary to research a beam side die supporting clamp which is economical, applicable, simple and convenient to operate, safe and reliable, and is a key for solving the technical problems.
The above information disclosed in the background section is only for enhancement of understanding of the background of the utility model and therefore may contain information that does not form the prior art that is already known to a person of ordinary skill in the art.
Disclosure of Invention
The utility model aims to provide a beam side die supporting clamp which is remarkably improved in connection rigidity and strength and is simple and convenient to construct and operate.
In order to achieve the above object, the present utility model provides the following technical solutions:
the utility model relates to a beam side die supporting clamp, which comprises:
the upper surface of the horizontal joist is provided with a fishbone-shaped hole, the fishbone-shaped hole comprises a strip-shaped hole extending along the axial direction of the horizontal joist and first round holes distributed on two sides of the strip-shaped hole in a staggered mode, and the round holes are communicated with the clamping direction of the axial direction of the horizontal joist in a direction inclined by a preset angle to form the fishbone-shaped hole for movable locking;
the fixing clamp plate is vertically fixed at one end of the horizontal joist, which is far away from the fishbone-shaped hole, and is provided with a first clamping flat plate for clamping, and a plurality of second round holes are vertically distributed at two sides of the first clamping flat plate;
a sliding cleat assembly, comprising,
the sliding sleeve is in sliding sleeve connection with the horizontal joist, the upper surface of the sliding sleeve is provided with a locking hole matched with the fishbone-shaped hole,
a sliding lock shaft detachably connecting the locking hole and the fishbone hole to lock the sliding splint assembly,
the second clamping flat plate is vertically fixed at one end, far away from the locking hole, of the sliding sleeve, the second clamping flat plate is opposite to the first clamping flat plate, and a plurality of third round holes are vertically distributed on two sides of the second clamping flat plate.
In the beam side die supporting clamp, the horizontal joist is a square tube in a Chinese character 'ri', and the left and right side wall thicknesses of the horizontal joist are larger than the upper and lower wall thicknesses.
In the beam side die supporting clamp, fishbone-shaped holes are formed in the upper, middle and lower structures of the square tube in the shape of a Chinese character 'ri'.
In the beam side die supporting clamp, the predetermined angle is 45 degrees.
In the beam side die supporting clamp, the fixed clamp plate further comprises two first supporting plates which are vertically connected to one side, far away from the second clamping plate, of the first clamping plate, and the first supporting plates are vertically fixed on the horizontal joists.
In the beam side die supporting clamp, the first supporting plate is a right-angle trapezoid plate, and the right-angle side surface of the right-angle trapezoid plate is vertically connected with the transverse positions of the first clamping flat plate at 1/3 and 2/3.
In the beam side die supporting clamp, the sliding clamping plate assembly further comprises two second supporting plates which are vertically connected to one side, far away from the first clamping plate, of the second clamping plate, the second supporting plates are right-angle trapezoid plates, right-angle side faces of the second supporting plates are vertically connected with 1/3 and 2/3 positions of the second clamping plate in the transverse direction, and the bottom ends of the second supporting plates are vertically fixed to the sliding sleeve.
In the beam side die supporting clamp, two sliding lock shafts and two corresponding locking holes are arranged, and each sliding lock shaft comprises a screw with 1/3 threads and a transverse column positioned at the top end of the screw.
In the beam side die supporting clamp, the second clamping flat plate vertically extends to two sides of the horizontal joist.
In the beam side die supporting clamp, the second round hole is aligned with the third round hole.
In the technical scheme, the beam side die supporting clamp provided by the utility model has the following beneficial effects: the beam side die supporting clamp can be used for mass production, is safe and reliable, has a wide application range, can be used for reinforcing templates of beam structures with the diameter of 800mm and below, only needs to slide two sliding lock shafts to the middle, and after the beam template is adjusted to be positioned, the sliding lock shafts slide leftwards and rightwards respectively to clamp the sliding clamping plate assembly, and then the sliding lock shaft nuts are twisted to prevent the sliding lock shafts from jumping out of clamping grooves of the fishbone-shaped holes. The construction time of the template is shortened, the clamp is used for replacing the pull rod and the batten, and the complicated manufacturing process of manufacturing the beam template is reduced, so that the construction time is shortened. Through the tooling of the reinforcing structure, the use of tie rods and battens can be reduced, the beams are dismantled after construction and then recycled, the material use is reduced, and the waste of funds is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings required for the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
Fig. 1 is a schematic structural view of a beam side mold support jig according to an embodiment of the present utility model.
Fig. 2 is an exploded view of a beam side form support jig according to an embodiment of the present utility model.
FIG. 3 is a schematic cross-sectional view of a beam side mold support clamp according to one embodiment of the utility model.
Fig. 4 is a schematic view showing an arrangement of a beam side mold support jig applied to a ground beam clamp according to an embodiment of the present utility model.
Fig. 5 is a schematic view of an arrangement of a beam side form support jig applied to structural beam clamping according to an embodiment of the present utility model.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model, and it is apparent that the described embodiments are some embodiments of the present utility model, but not all embodiments. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
Thus, the following detailed description of the embodiments of the utility model, as presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, based on the embodiments of the utility model, which are apparent to those of ordinary skill in the art without inventive faculty, are intended to be within the scope of the utility model.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
In the present utility model, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; can be directly connected or indirectly connected through an intermediate medium, and can be communicated with the inside of two elements or the interaction relationship of the two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present utility model, unless expressly stated or limited otherwise, a first feature "above" or "below" a second feature may include both the first and second features being in direct contact, as well as the first and second features not being in direct contact but being in contact with each other through additional features therebetween. Moreover, a first feature being "above," "over" and "on" a second feature includes the first feature being directly above and obliquely above the second feature, or simply indicating that the first feature is higher in level than the second feature. The first feature being "under", "below" and "beneath" the second feature includes the first feature being directly under and obliquely below the second feature, or simply means that the first feature is less level than the second feature.
In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings.
As shown in fig. 1-5, in one embodiment, a beam side mold support jig of the present utility model includes,
the horizontal joist 1 is provided with a fishbone-shaped hole 1-2 on the upper surface, the fishbone-shaped hole 1-2 comprises a strip-shaped hole extending along the axial direction of the horizontal joist 1 and first round holes distributed on two sides of the strip-shaped hole in a staggered mode, and the round holes are communicated with the clamping direction of the axial direction of the horizontal joist 1 in a direction inclined by a preset angle, and the fishbone-shaped hole 1-2 for movable locking is formed in the strip-shaped hole;
a fixing clamp plate 2 vertically fixed at one end of the horizontal joist 1 far away from the fishbone-shaped hole 1-2, wherein the fixing clamp plate 2 is provided with a first clamping flat plate 2-1 for clamping, and a plurality of second round holes 2-3 are vertically distributed at two sides of the first clamping flat plate 2-1;
the sliding cleat assembly 3, which includes,
a sliding sleeve 3-4, wherein the sliding sleeve 3-4 is connected with the horizontal joist 1, a locking hole 3-6 matched with the fishbone-shaped hole 1-2 is arranged on the upper surface of the sliding sleeve 3-4,
a sliding lock shaft 3-5 detachably connecting the locking hole 3-6 and the fishbone hole 1-2 to lock the sliding splint assembly 3,
the second clamping flat plate 3-1 is vertically fixed at one end of the sliding sleeve 3-4 far away from the locking hole 3-6, the second clamping flat plate 3-1 is opposite to the first clamping flat plate 2-1, and a plurality of third round holes 3-3 are vertically distributed at two sides of the second clamping flat plate 3-1.
In the preferred embodiment of the beam side mold supporting clamp, the horizontal joist 1 is a square tube shaped like a Chinese character 'ri', and the left and right side walls of the horizontal joist 1 are thicker than the upper and lower wall thicknesses.
In the preferred embodiment of the beam side die supporting clamp, the upper, middle and lower structures of the square tube are provided with fishbone-shaped holes 1-2.
In a preferred embodiment of the beam side mold support jig, the predetermined angle is 45 °.
In the preferred embodiment of the beam side mold supporting clamp, the fixing clamp plate 2 further comprises two first supporting plates 2-2 vertically connected to one side of the first clamping flat plate 2-1 far away from the second clamping flat plate 3-1, and the first supporting plates 2-2 are vertically fixed on the horizontal joist 1.
In the preferred embodiment of the beam side mold supporting clamp, the first supporting plate 2-2 is a right-angle trapezoid plate, and the right-angle side surface of the right-angle trapezoid plate is vertically connected with the first clamping flat plate 2-1 at 1/3 and 2/3 positions in the transverse direction.
In the preferred embodiment of the beam side mold supporting fixture, the sliding clamping plate assembly 3 further comprises two second supporting plates 3-2 vertically connected to one side of the second clamping flat plate 3-1 far away from the first clamping flat plate 2-1, the second supporting plates 3-2 are right-angle trapezoid plates, right-angle side surfaces of the right-angle trapezoid plates are vertically connected to 1/3 and 2/3 positions of the second clamping flat plate 3-1 in the transverse direction, and bottom ends of the second supporting plates 3-2 are vertically fixed to the sliding sleeve 3-4.
In the preferred embodiment of the beam side mold supporting clamp, two sliding lock shafts 3-5 and corresponding two locking holes 3-6 are arranged, and the sliding lock shafts 3-5 comprise screws with 1/3 threads and transverse columns positioned at the top ends of the screws.
In the preferred embodiment of the beam side mold supporting jig, the second clamping plate 3-1 extends vertically to both sides of the horizontal joist 1.
In the preferred embodiment of the beam side mold supporting jig, the second circular hole 2-3 is aligned with the third circular hole 3-3.
In one embodiment, the second support plate 3-2 has a vertical right trapezoid surface 3-7.
In one embodiment, the beam side form support jig comprises a horizontal joist 1, a fishbone hole 1-2, a fixed cleat 2, a sliding cleat assembly 3, a sliding sleeve 3-4 and a sliding lock shaft 3-5. The fixture is divided into three large parts, wherein the first large part is a horizontal joist 1, a fishbone-shaped hole 1-2 is formed in the horizontal joist 1 by punching, the second large part is a fixed clamping plate 2, the fixed clamping plate 2 is welded at one end far away from the fishbone-shaped hole 1-2, the third large part is a sliding clamping plate assembly 3, and the sliding clamping plate assembly 3 comprises a second clamping flat plate 3-1, a sliding sleeve 3-4 and a sliding lock shaft 3-5. The second large part is welded and fixed on one side of the first large part, the third large part is sleeved on the first large part to slide, and the second large part is locked after reaching a fixed position, so that the beam side die supporting clamp adapting to multiple sizes is formed. The horizontal joist 1 adopts a high-strength aluminum alloy square tube shaped like a Chinese character 'ri', and the thickness of the left and right side walls of the horizontal joist 1 is larger than the upper and lower wall thicknesses. The upper, middle and lower structures of the steel pipe of the horizontal joist 1 far from the half of the fixed splint 2 are provided with fishbone-shaped holes 1-2. The fishbone-shaped hole 1-2 is a rectangular hole, round holes are formed on two sides of the fishbone-shaped hole in a staggered mode, and the round holes are connected with the rectangular hole in the direction opposite to the 45-degree direction of the widening direction of the second clamping flat plate 3-1, so that a hole capable of locking the sliding assembly is formed.
The fixed splint 2 consists of three high-strength aluminum alloy plates and second round holes 2-3 of two rows of fixed templates. The first supporting plates 2-2 of the two right trapezoid high-strength aluminum alloys are vertically welded at 1/3 and 2/3 positions of the first clamping flat plates 2-1 of the rectangular high-strength aluminum alloys. And punching second round holes 2-3 of two rows of fixed templates at the 1/3 and 3/3 positions of the first clamping flat plate 2-1 of the rectangular high-strength aluminum alloy. The fixing splint 2 is welded at the edge of one side far from the fishbone hole 1-2 for welding fixation. The sliding cleat assembly 3 includes a second clamping plate 3-1, a sliding sleeve 3-4, and a sliding lock shaft 3-5. The first clamping flat plate 2-1 is welded on one side of the sliding sleeve 3-4 in an aligned mode, and the sliding lock shaft 3-5 is installed in a locking hole 3-6 formed in the sliding sleeve 3-4. The second supporting plates 3-2 of the two right trapezoid high-strength aluminum alloys are vertically welded at the positions of the second clamping flat plates 3-11/3 and 2/3 of the rectangular high-strength aluminum alloy plates, and square holes with the same size as the welding sliding sleeves 3-4 are reserved at the middle side close to the lower part of the second clamping flat plate 3-1. And the third round holes 3-3 of the two rows of fixed templates are punched at the 1/3 and 3/3 positions of the second clamping flat plate 3-1. The second clamping plate 3-1 is welded at the edge of the side remote from the locking hole 3-6 for welding fixation. The sliding sleeve 3-4 adopts a high-strength aluminum alloy square tube which is suitable for sliding with the periphery of the horizontal joist 1. Two rectangular holes for installing the sliding lock shaft 3-5 are formed in the upper and lower steel pipe walls on one side, far away from the second clamping flat plate 3-1, of the sliding lock shaft, and the second clamping flat plate 3-1 is welded above the edge of the high-strength aluminum alloy square pipe on the other side. The sliding lock shaft 3-5 is provided with two long screws with 1/3 threads. Two short transverse columns are welded on the nut, so that manual tightening of people is facilitated. The sliding lock shaft 3-5 passes through the sliding sleeve 3-4 and the horizontal joist 1, and the sliding lock shaft 3-5 is clamped in the groove of the fishbone-shaped hole 1-2 by moving the sliding lock shaft 3-5 left and right in the locking hole 3-6 of the sliding sleeve 3-4, so that the sliding clamping plate assembly 3 cannot move, thereby clamping the formwork of the joist.
In the clamping process of the beam side die supporting clamp: and installing the formwork support according to the designed elevation, then installing the beam bottom template and the bottom plate main keel, and pulling the wires to be straightened. Binding beam steel bars and removing sundries. And installing the sideform and the main joist. For the ground beam, the beam side die supporting clamp clamps the main keel from top to bottom, the sliding clamping plate assembly 3 is pushed to clamp the main keel, the sliding pin shaft is pushed to lock the sliding clamping plate assembly 3, and then the nut of the sliding locking shaft 3-5 is twisted to prevent the sliding locking shaft 3-5 from jumping out of the clamping groove of the fishbone-shaped hole 1-2. For frame beams: the main keel is clamped by the beam side die supporting clamp from bottom to top, the sliding clamping plate assembly 3 is pushed to clamp the main keel, the sliding pin shaft is pushed to lock the sliding clamping plate assembly 3, and then the nut of the sliding locking shaft 3-5 is twisted to prevent the sliding locking shaft 3-5 from jumping out of the clamping groove of the fishbone-shaped hole 1-2.
And pouring concrete to form the beam structure. Referring to fig. 4, in use of the beam side form support jig, a beam side form support jig 4-2, a beam bottom form 4-5, a beam side form 4-3, a main joist 4-4 and a concrete beam 4-1. After the beam bottom template 4-5 and the beam side template 4-3 are installed, the main joist 4-4 is nailed on the template along the template direction, finally the main joist 4-4 is clamped from top to bottom by the beam side template supporting clamp 4-2, the sliding pin shaft 3-5 is pushed to lock the sliding clamping plate assembly 3, the main joist 4-4 and the beam side template 4-3 are nailed and fixed, and a floor beam is formed after concrete is nailed.
As shown in fig. 5, the structure of the beam side mold support jig in use of the structural beam includes: the beam side mold supporting clamp 4-2, a beam bottom mold plate 4-5, a beam side mold plate 4-3, a main keel 4-4, a concrete beam 4-1 and a formwork support 5. And erecting a formwork support 5, installing a beam bottom formwork 4-5 and a beam side formwork 4-3, nailing the main joists 4-4 on the beam side formwork 4-3 along the formwork direction, clamping the main joists 4-4 from bottom to top by using a beam side formwork support clamp 4-2, pushing a sliding pin shaft 3-5 to lock a sliding clamping plate assembly 3, then twisting a sliding locking shaft nut to prevent the sliding locking shaft from jumping out of a clamping groove of a fishbone-shaped hole 1-2, nailing the main joists 4-4 and the beam side formwork 4-3, and forming a structural beam after concrete is beaten.
Finally, it should be noted that: the described embodiments are intended to be illustrative of only some, but not all, of the embodiments of the present utility model and, based on the embodiments herein, all other embodiments that may be made by those skilled in the art without the benefit of the present disclosure are intended to be within the scope of the present utility model.
While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.
Claims (10)
1. A beam side form support jig, comprising:
the upper surface of the horizontal joist is provided with a fishbone-shaped hole, the fishbone-shaped hole comprises a strip-shaped hole extending along the axial direction of the horizontal joist and first round holes distributed on two sides of the strip-shaped hole in a staggered mode, and the round holes are communicated with the strip-shaped hole in the direction of inclining a preset angle with the axial clamping direction of the horizontal joist to form the fishbone-shaped hole for movable locking;
the fixing clamp plate is vertically fixed at one end of the horizontal joist, which is far away from the fishbone-shaped hole, and is provided with a first clamping flat plate for clamping, and a plurality of second round holes are vertically distributed at two sides of the first clamping flat plate;
a sliding cleat assembly, comprising,
the sliding sleeve is in sliding sleeve connection with the horizontal joist, the upper surface of the sliding sleeve is provided with a locking hole matched with the fishbone-shaped hole,
a sliding lock shaft detachably connecting the locking hole and the fishbone hole to lock the sliding splint assembly,
the second clamping flat plate is vertically fixed at one end, far away from the locking hole, of the sliding sleeve, the second clamping flat plate is opposite to the first clamping flat plate, and a plurality of third round holes are vertically distributed on two sides of the second clamping flat plate.
2. The beam side form supporting jig according to claim 1, wherein the horizontal joist is a square tube having a rectangular shape, and the left and right side walls of the horizontal joist have a wall thickness greater than the upper and lower wall thicknesses.
3. The beam side mold supporting jig according to claim 2, wherein the upper, middle and lower structures of the square tube are provided with fishbone-shaped holes.
4. A beam side form support jig according to claim 1, wherein the predetermined angle is 45 °.
5. The beam side form support jig of claim 1, wherein the fixing clip further comprises two first support plates vertically connected to a side of the first clamping plate remote from the second clamping plate, the first support plates being vertically fixed to the horizontal joist.
6. A beam side form supporting jig according to claim 1, wherein the first supporting plate is a right-angled trapezoidal plate, the right-angled side faces of which are vertically connected to the first clamping plate at positions 1/3 and 2/3 in the lateral direction.
7. The beam side form supporting jig according to claim 1, wherein the sliding clamping plate assembly further comprises two second supporting plates vertically connected to a side of the second clamping plate remote from the first clamping plate, the second supporting plates are right-angle trapezoidal plates, right-angle side surfaces of the second supporting plates are vertically connected to 1/3 and 2/3 positions of the second clamping plate in the transverse direction, and bottom ends of the second supporting plates are vertically fixed to the sliding sleeve.
8. A beam side form support jig according to claim 1, wherein there are provided two slide lock shafts and corresponding two locking holes, the slide lock shafts comprising a screw having 1/3 thread and a transverse post at the top end of the screw.
9. A beam side form support jig according to claim 1, wherein the second clamping plate extends vertically to both sides of the horizontal joist.
10. A beam side form support clip as claimed in claim 1, wherein said second circular aperture is aligned with said third circular aperture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320341926.1U CN219528402U (en) | 2023-02-28 | 2023-02-28 | Beam side die supporting clamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320341926.1U CN219528402U (en) | 2023-02-28 | 2023-02-28 | Beam side die supporting clamp |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219528402U true CN219528402U (en) | 2023-08-15 |
Family
ID=87651568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320341926.1U Active CN219528402U (en) | 2023-02-28 | 2023-02-28 | Beam side die supporting clamp |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219528402U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127802A (en) * | 2023-08-25 | 2023-11-28 | 上海宝冶集团有限公司 | Building mould clamp |
-
2023
- 2023-02-28 CN CN202320341926.1U patent/CN219528402U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117127802A (en) * | 2023-08-25 | 2023-11-28 | 上海宝冶集团有限公司 | Building mould clamp |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN219528402U (en) | Beam side die supporting clamp | |
| CN111877752B (en) | Reinforcing system of building template and construction method thereof | |
| CN118007829A (en) | Structural steel anti-seismic unit at structural conversion layer and mounting method | |
| CN110593562A (en) | Steel frame shaping building template system | |
| CN216664746U (en) | Adjustable shear force wall reinforcing bar locating rack | |
| CN223562506U (en) | A reinforcement device for cast-in-place strips of composite slabs | |
| CN211058317U (en) | Steel frame shaping building template system | |
| CN211172384U (en) | High strength antidetonation steel construction strengthening mechanism | |
| CN210032595U (en) | Dual-purpose column mould hoop device | |
| CN223104123U (en) | A super-high frame column formwork system | |
| CN223386976U (en) | Reinforcing member for shear wall door opening wall buttress template | |
| CN203755656U (en) | Big less-wall-penetrating vertical opposite-locking steel template | |
| CN223661352U (en) | A type of deformation-resistant building template | |
| CN223893803U (en) | Door opening reinforcing formwork device | |
| CN220353402U (en) | Building templates connection structure for civil engineering convenient to installation | |
| CN223018167U (en) | Super large section concrete frame post construction equipment of super high-rise house | |
| CN205296840U (en) | Pouring Formwork Tie Rods | |
| CN218375487U (en) | Internal corner reinforcing member of spliced constructional column | |
| CN218912245U (en) | Plate type beam template reinforcing device | |
| CN220848666U (en) | A kind of working external frame connecting wall part | |
| CN223688746U (en) | Adjustable side ditch formwork device | |
| CN223330111U (en) | Connection device for detachable bottom formwork steel bar truss floor deck | |
| CN222065957U (en) | Adjustable column rib positioning device | |
| CN223358697U (en) | Aluminum alloy template reinforcing apparatus of anti-structure goes up | |
| CN218563061U (en) | A design fixture for anti-bank pours aluminum mould side form |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |