CN1944902A - Stee concrete prefabricated plate with rib - Google Patents
Stee concrete prefabricated plate with rib Download PDFInfo
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- CN1944902A CN1944902A CN 200610143083 CN200610143083A CN1944902A CN 1944902 A CN1944902 A CN 1944902A CN 200610143083 CN200610143083 CN 200610143083 CN 200610143083 A CN200610143083 A CN 200610143083A CN 1944902 A CN1944902 A CN 1944902A
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- groove
- perhaps
- rib
- base plate
- long rib
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- 239000004567 concrete Substances 0.000 title claims abstract description 64
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 37
- 239000010959 steel Substances 0.000 claims abstract description 37
- 238000005336 cracking Methods 0.000 claims abstract description 12
- 210000003205 muscle Anatomy 0.000 claims description 52
- 230000002787 reinforcement Effects 0.000 claims description 22
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 20
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 229910052742 iron Inorganic materials 0.000 claims description 10
- 210000002435 tendon Anatomy 0.000 claims description 6
- 238000011065 in-situ storage Methods 0.000 abstract description 18
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 37
- 230000006378 damage Effects 0.000 description 10
- 238000000034 method Methods 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
- 238000005267 amalgamation Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000013011 mating Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The ribbed prefabricated steel concrete plate includes one long steel concrete bottom plate and long longitudinal steel concrete ribs, and features that there are vertical notches and/or lugs in the long longitudinal ribs and longitudinal steel bars in the long longitudinal ribs set in parallel to those in the long bottom plate. The ribbed prefabricated steel concrete plate may be well combined with in-situ cast concrete with less tendency of cracking, and has the cooperative stress of the long longitudinal ribs and the long bottom plate, and raised integrity and bearing capacity. The present invention is suitable for use in in-situ cast or pre-stressed laminated reinforced concrete floor slab, roof, wall, foundation slab and hollow bridge, especially in laminated floor slab.
Description
(1) technical field
The present invention relates to a kind of prefabricated plate for steel concrete with rib.
(2) background technology
At present, the reinforced concrete floor of domestic employing has cast-in-situ floor and precast floor slab, the cast-in-situ floor good integrity, but need on-the-spot formwork, concreting then, the construction period difficulty is big, and the template loss is big, the cost height, precast floor slab does not need on-the-spot formwork, short construction period, cost is low, but prefabricated units are from great, the lifting difficulty, member splicing position easily produces the crack, and globality is poor, is ZL0322765.2 as the patent No., name is called a kind of patent of floor spiced by steel reinforced concrete, a kind of steel bar concrete prefabricated units are disclosed, prefabricated units are by plate, rib constitutes, and the hole of wearing reinforcing bar is arranged on the rib, and the thickness of this plate is big, the reinforcing bar effective height that is placed in the Cast-in-place concrete is greatly reduced, and ftractureing easily in adjacent panels amalgamation position, has influenced the stability of floor.Therefore, develop a kind of novel prefabricated plate for steel concrete with rib for being badly in need of.
(3) summary of the invention
The object of the present invention is to provide a kind of prefabricated plate for steel concrete with rib, have the member section of reducing size, reduce formwork, save characteristics such as material, easy construction, cycle weak point, globality, crack resistance and shock resistance are good.
Solution of the present invention is on the basis of existing technology, comprise the vertically long rib of rectangular base plate of steel bar concrete and steel bar concrete, it is characterized in that on one of vertical long rib or two the rib sides vertical groove being arranged or/and raised line, vertically the longitudinal reinforcement in the longitudinal reinforcement of long rib and the rectangular base plate be arranged in parallel.Like this, on one of vertical long rib or two rib sides, vertical groove is arranged or/and raised line, when vertically the longitudinal reinforcement of long rib and the longitudinal reinforcement in the rectangular base plate be arranged in parallel, vertical groove is or/and after the setting of raised line makes precast plate be applied in the floor, can be fully and Cast-in-place concrete combine, make its joint interface not easy to crack, vertically the longitudinal reinforcement in the longitudinal reinforcement of long rib and the rectangular base plate be arranged in parallel and then makes the vertically long rib of rectangular base plate and steel bar concrete can cooperative bearing, improve the overall performance and the weight bearing power of precast plate, make precast plate not fragile in the production application process, effectively reduce the wastage, improve security performance, thereby reached purpose of the present invention, be applicable to the superimposed superstructure of cast-in-situ reinforced concrete or prestressed reinforced concrete, roof system, body of wall, sole plate and bridge use, and are particularly useful for superimposed superstructure and use.
The invention is characterized in that long rib termination is extended with in conjunction with muscle.Like this, when described superimposed be applied in the floor with precast plate after, what stretched out the termination can be anchored in beam or post or within the walls in conjunction with muscle, can increase substantially the globality and the weight bearing power of floor.
The invention is characterized in cross rib or/and on the long rib suspender member is arranged.Like this, when base plate or/and when on the long rib suspender member being arranged, described superimposed be applied in the floor with precast plate after, can form very easily and hang preset piece, simultaneously, in transportation, installation process, handling is very easily installed, and helps improving speed of application, saves cost.
The invention is characterized at least one horizontal groove is arranged on the base plate.Like this, when long rib is arranged on the base plate, and when also being provided with at least one transverse concave groove on the base plate, the longitudinal rigidity of precast plate with ribbing is big, not frangibility or distortion, the support of precast plate with ribbing is provided with installation when helping construction application, has fully guaranteed to reduce the wastage working security, save cost, simultaneously, because of horizontal groove setting, after making precast plate with ribbing and Cast-in-place concrete combining, Cast-in-place concrete enters setting and harden in the groove, with precast plate with ribbing and the firmly superimposed bonding rivet clasp of cast-in-situ concrete structure, make it not easy to crack, fully guaranteed the quality of superimposed sheet.
The present invention is characterised in that groove is the groove that passes through michinaga rib.Like this, when described precast plate with ribbing is applied in the laminated floor slab, Cast-in-place concrete pours in the groove and passes long rib simultaneously, form the cast-in-situ concrete structure of while build-in base plate and long rib, make it to form two-way superimposed prefabrication cast-in-place structural slab, increased substantially the integrality performance of the structure of floor, made superimposed position be difficult for producing the crack.
The present invention is characterised in that horizontal groove is the close heavy muscle structure groove that base plate is used that gos deep into that intersects the transversary steel bar stress that is provided with of vertical muscle that sets in advance.Like this, when described precast plate with ribbing is applied in the floor, setting because of heavy muscle structure groove, rebar spacing in the reinforcing bar that is placed in the cast-in-situ concrete structure and the base plate is greatly reduced, increased substantially the effective height of reinforcing bar in floor slab structure, also improved simultaneously the load-carrying construction performance of floor, the thickness of plate is greatly reduced, bearing capacity improves.
The present invention is characterised in that horizontal raised line or flange on the base plate.Like this, when horizontal raised line or flange were arranged on the base plate, flange or raised line had increased substantially the lateral stiffness of precast plate with ribbing, made plate be difficult for deformed damaged, had improved the working load ability to bear of precast plate with ribbing, had fully guaranteed quality.
The present invention is characterised in that the alternate setting with flange of the transverse concave groove on the base plate.Like this,, can effectively improve the lateral stiffness and the rupture strength of base plate, simultaneously, also can reduce the deadweight of plate well when transverse concave groove is alternate with flange when being provided with.
The present invention is characterised in that the edges of boards of base plate or plate face or flange or horizontal groove have the muscle of revealing or net.Like this, when the edges of boards of base plate or plate face or flange or horizontal groove have the muscle of revealing or net, when described precast plate with ribbing is applied in the floor, muscle that exposes or net are with after Cast-in-place concrete combines, increased substantially the intensity of Cast-in-place concrete and prefabricated units combination interface, the two is difficult for cracking destruction to make it, has guaranteed the quality of floor.
The present invention is characterised in that horizontal groove is provided with and covers the groove muscle.Like this, when horizontal groove is provided with when covering the groove muscle, after precast plate with ribbing was applied in the floor, lid groove muscle had increased substantially the rigidity and the intensity of the interior cast-in-situ concrete structure of groove with after Cast-in-place concrete combines, and has guaranteed the quality of floor.
The present invention is characterised in that connector or iron wire in the horizontal groove.Like this, when in the horizontal groove connector or iron wire being arranged, precast plate with ribbing is in being applied to the process of floor, and reinforcing bar and other preheating embedding line can make it be difficult for displacement very easily by connector or wire anchorage locking, have guaranteed the pouring quality of floor.
The present invention is characterised in that horizontal groove limit or flange limit have horizontal cracking resistance to reveal muscle, connect the connector or the iron wire of the vertical muscle of base plate.Like this, when having horizontal cracking resistance, horizontal groove limit or flange limit reveal muscle, when the connector of the vertical muscle of connection base plate or iron wire, precast plate with ribbing is in being applied to the process of floor, and reinforcing bar and other preheating embedding line can make it be difficult for displacement very easily by connector or wire anchorage locking, guaranteed the pouring quality of floor, simultaneously, the horizontal cracking resistance that exposes is revealed muscle joint interface has been carried out further reinforcement, makes mating face damage not easy to crack.
The present invention is characterised in that horizontal groove is up-small and down-big closing in groove.Like this, when horizontal groove is up-small and down-big closing in groove, after described precast plate with ribbing is applied in the floor, Cast-in-place concrete is poured in the groove behind the setting and harden, with base plate firmly build-in in cast-in-situ concrete structure, no matter base plate all can not ftractureed under what situation drop, fully guaranteed the quality of application security and floor.
The present invention is characterised in that long rib both sides are provided with groove.Like this, when long rib both sides were provided with groove, after precast plate with ribbing was applied in the floor, Cast-in-place concrete was base plate and long rib build-in equably, made the base plate can be evenly stressed, and is not easy to crack, improved the quality of floor.
The present invention is characterised in that the groove of long rib both sides is symmetrical arranged.Like this, when the groove of long rib both sides was symmetrical arranged, after precast plate with ribbing was applied in the floor, Cast-in-place concrete was with base plate and long rib build-in equably, make the base plate can be evenly stressed, not easy to crack, improved the quality of floor, simultaneously, make things convenient for the laying of reinforcing bar, improved speed of application.
The present invention is characterised in that the groove of two grooves of long rib both sides is on coaxial same straight line.Like this, when the groove of two grooves of long rib both sides is on coaxial same straight line, after precast plate with ribbing is applied in the floor, Cast-in-place concrete is base plate and long rib build-in equably, makes the base plate can be evenly stressed, and is not easy to crack, improved the quality of floor, simultaneously, make things convenient for the laying of reinforcing bar, improved speed of application.
The present invention is characterised in that long rib is provided with connection slotted eye hole, and groove that will long rib both sides is communicated with.Like this, the setting in connection slotted eye hole makes groove form the groove that connects, and has made things convenient for the cast of Cast-in-place concrete in application process, has guaranteed the quality of floor.
The present invention is characterised in that connection slotted eye hole section at least one cross section less than groove.Like this, can rationally select the with ribbing precast plate of connection slotted eye hole section for use, conveniently practice according to the different needs of actual conditions less than the cross section of groove.
The present invention is characterised in that connection slotted eye hole is for circular, square or oval.Like this, can rationally select the precast plate with ribbing in the connection slotted eye hole of different shape for use, conveniently practice according to the different needs of actual conditions.
The present invention is characterised in that the groove plane is the groove that broadens.Like this, when the groove plane when broadening groove, can increase substantially and engage the build-in area between Cast-in-place concrete and the base plate, make joint interface more reliable, guaranteed quality.
The present invention is characterised in that vertical or horizontal dew muscle in the groove.Like this, when vertical or horizontal dew muscle is arranged in the groove, when described precast plate with ribbing is applied in the floor, muscle that exposes or net are with after Cast-in-place concrete combines, increased substantially the intensity of Cast-in-place concrete and prefabricated units combination interface, the two is difficult for cracking destruction to make it, has guaranteed the quality of floor.
The present invention is characterised in that groove and long rib quadrature or oblique.Like this, when groove and long rib quadrature or oblique, after precast plate with ribbing is applied in the floor, Cast-in-place concrete can be in groove corresponding formation cast-in-situ concrete structure, disperse concentrated stress effectively, prevent to ftracture.
The present invention is characterised in that having at least two in the groove be arranged in parallel.Like this, when having at least two to be arranged in parallel in the groove, after precast plate with ribbing is applied in the floor, Cast-in-place concrete can be in groove corresponding formation cast-in-situ concrete structure, disperse concentrated stress effectively, prevent cracking.
The present invention is characterised in that the groove of long rib both sides be arranged in parallel.Like this, after precast plate with ribbing is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that same straight line upper groove groove depth is identical.Like this, after precast plate with ribbing is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that the groove groove depth of long rib both sides is identical.Like this, after precast plate with ribbing is applied in the floor, can very form cast-in-situ concrete structure well, make the stress performance of floor better.
The present invention is characterised in that between the adjacent groove of long rib both sides convex tendon.Like this, convex tendon further intensity and the rigidity that has improved base plate is set, make it not fragile in application process, and have good load performance after using, but the participation structure power transmission.
The present invention is characterised in that between the adjacent groove of long rib both sides flange.Like this, convex tendon further intensity and the rigidity that has improved base plate is set, make it not fragile in application process, and have good load performance after using, but the participation structure power transmission.
The present invention is characterised in that the edge of flange setback base plate.Like this, after precast plate with ribbing was applied in the floor, there was certain space at two plates splicings position, and Cast-in-place concrete can be entered in the amalgamation seam, base plate was contained fully solid, made the in-situ deposited prefabricated joint interface can cracking destruction.
The present invention is characterised in that flange is the flange of outer narrow inner width.Like this, after described precast plate with ribbing was applied in the floor, Cast-in-place concrete can make the damage not easy to crack of cast-in-place and prefabricated joint interface with its build-in firmly, has improved the quality of floor.
The present invention is characterised in that in the long rib and is provided with reinforcing bar.Like this, the intensity of long rib and rigidity have obtained increasing substantially, and make it be difficult for deformed damaged, and, be applied in the floor after, but also participation structure power transmission further improves the load ability of floor.
It is vertical or/and transverse concave groove that the present invention is characterised in that long rib is provided with.Like this, after precast plate with ribbing was applied in the floor, Cast-in-place concrete can be firm with its build-in better, makes cast-in-place and prefabricated interface be difficult for cracking destruction.
The present invention is characterised in that the horizontal side of base plate has the dew muscle.Like this, when precast plate with ribbing was applied in the floor, revealing muscle can firmly be anchored in the Cast-in-place concrete, increase substantially the bonding strength between the prefabricated and cast-in-place joint interface, made its damage not easy to crack, fully guaranteed the quality of floor, and, but base plate forms the power transmission of structure base plate participation structure.
The present invention is characterised in that flange laterally reveals muscle.Like this, when precast plate with ribbing was applied in the floor, revealing muscle can firmly be anchored in the Cast-in-place concrete, increase substantially the bonding strength between the prefabricated and cast-in-place joint interface, made its damage not easy to crack, fully guaranteed the quality of floor, and, but base plate forms the power transmission of structure base plate participation structure.
The present invention is characterised in that has at least two vertical muscle to be arranged in parallel in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The present invention is characterised in that the setting of at least two longitudinal prestressing parallel reinforced steel bars in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The present invention is characterised in that the vertical muscle of long rib and the longitudinal prestressing parallel reinforced steel bar in the base plate.Like this, make base plate have very good cooperative bearing performance, significantly improved the weight bearing power of base plate.
The invention is characterized in that horizontal flange has the transverse prestress projection.Like this, make the transverse strength of base plate, rigidity better, the elastoresistance deformability is strong, the shock resistance damage capability is better, makes base plate not fragile, simultaneously, after described precast plate with ribbing is applied in the in-situ deposited prefabricated laminated floor slab, but base plate participation structure load improves the combination property of floor.
The invention is characterized in that transverse concave groove has the transverse prestress groove.Like this, make the transverse strength of base plate, rigidity better, the elastoresistance deformability is strong, the shock resistance damage capability is better, makes base plate not fragile, simultaneously, after described precast plate with ribbing is applied in the in-situ deposited prefabricated laminated floor slab, but base plate participation structure load improves the combination property of floor.
(4) description of drawings
Fig. 1 is the structural representation of the embodiment of the invention 1.
Fig. 2 is the structural representation of the embodiment of the invention 2.
Fig. 3 is the structural representation of the embodiment of the invention 3.
Fig. 4 is the structural representation of the embodiment of the invention 4.
Fig. 5 is the structural representation of the embodiment of the invention 5.
Fig. 6 is the structural representation of the embodiment of the invention 6.
Fig. 7 is the structural representation of the embodiment of the invention 7.
Fig. 8 is the structural representation of the embodiment of the invention 8.
Fig. 9 is the structural representation of the embodiment of the invention 9.
Figure 10 is the structural representation of the embodiment of the invention 10.
Figure 11 is the structural representation of the embodiment of the invention 11.
Figure 12 is the structural representation of the embodiment of the invention 12.
Figure 13 is the structural representation of the embodiment of the invention 13.
Figure 14 is the structural representation of the embodiment of the invention 14.
Figure 15 is the structural representation of the embodiment of the invention 15.
(5) specific embodiment
The present invention is further illustrated below in conjunction with drawings and Examples.
The present invention as shown in drawings, comprise rectangular base plate 1 of steel bar concrete and the vertically long rib of steel bar concrete (2), it is characterized in that on one of vertically long rib 2 or two the rib sides vertical groove 3 being arranged or/and raised line 4, the longitudinal reinforcement 5 of vertically long rib 2 be arranged in parallel with longitudinal reinforcement 5 in the rectangular base plate 1.In each accompanying drawing, 1 is base plate, and 2 for long rib, and 3 is groove, and 4 is raised line, and 5 is reinforcing bar, below in each accompanying drawing, number identically, its explanation is identical.As shown in Figure 1, prefabricated plate for steel concrete with rib comprises steel bar concrete base plate 1 and steel bar concrete longitudinal rib 2, is provided with vertical groove 3 on two rib sides of vertically long rib 2, and longitudinal reinforcement 5 in the vertically long rib 2 and the longitudinal reinforcement 5 in the rectangular base plate 1 be arranged in parallel.
The invention is characterized in that long rib 2 terminations are extended with in conjunction with muscle 6.As shown in Figure 2, its long rib 2 terminations are extended with in conjunction with muscle 6.
The invention is characterized in base plate 1 or/and suspender member 7 is arranged on the long rib 2.As shown in Figure 2, on its long rib 2 suspender member 7 is arranged.
The invention is characterized at least one horizontal groove 3 is arranged on the base plate 1.As shown in Figure 3, its base plate 1 is provided with horizontal groove 3.
The invention is characterized in that groove 3 is for passing through the groove 3 of michinaga rib 2.As shown in Figure 3, its groove 3 is for passing through the groove 3 of michinaga rib 2.
The invention is characterized in longitudinal reinforcement 5 close the be provided with heavy muscle structure grooves that go deep into base plate 1 usefulness that intersect transversary steel bar stress 5 of horizontal groove 3 for setting in advance.As shown in Figure 4, longitudinal reinforcement 5 close the be provided with heavy muscle structure grooves that go deep into base plate 1 usefulness that intersect transversary steel bar stress 5 of its horizontal groove 3 for setting in advance.
The invention is characterized in horizontal raised line 4 or flange 8 are arranged on the base plate 1.As shown in Figure 5, its base plate 1 is provided with horizontal raised line 4 and flange 8.
The invention is characterized in transverse concave groove 3 and flange 8 alternate settings on the base plate 1.As shown in Figure 5, transverse concave groove on its base plate 13 and flange 8 alternate settings.
The invention is characterized in that the edges of boards of base plate 1 or plate face or flange 8 or horizontal groove 3 have the muscle of revealing or net 9.As shown in Figure 5, there is the muscle 9 of revealing on its flange 8 surfaces.
The invention is characterized in that horizontal groove 3 is provided with covers groove muscle 10.As shown in Figure 6, its horizontal groove 3 is provided with and covers groove muscle 10.
The invention is characterized in connector 11 or iron wire 12 are arranged in the horizontal groove 9.As shown in Figure 6, be respectively arranged with connector 11 and iron wire 12 in its horizontal groove 3.
The invention is characterized in that horizontal groove 3 limits or flange 8 limits have horizontal cracking resistance to reveal muscle 9, connect the connector 11 or the iron wire 12 of base plate longitudinal reinforcement.As shown in Figure 6, its horizontal groove 3 limits and flange 8 limits are provided with horizontal cracking resistance and reveal muscle 9, connect the connector 11 and the iron wire 12 of base plate longitudinal reinforcement.
The invention is characterized in that horizontal groove 3 is up-small and down-big closing in groove.As shown in Figure 7, its horizontal groove 3 is up-small and down-big closing in groove.
The invention is characterized in that long rib 2 both sides are provided with groove 3.As Fig. 5, shown in Figure 6, its long rib 2 both sides are provided with groove 3.
Two grooves 3 that the invention is characterized in long rib 2 both sides are symmetrical arranged.As Fig. 5, shown in Figure 6, two grooves 3 of its long rib 2 both sides are symmetrical arranged.
The groove of two grooves 3 that the invention is characterized in long rib 2 both sides is on coaxial same straight line.As shown in Figure 3, the groove of two grooves 3 of its long rib 2 both sides is on coaxial same straight line.
The invention is characterized in that long rib 2 is provided with connection slotted eye hole 13, and groove 3 that will long rib 2 both sides is communicated with.As shown in Figure 8, its long rib 2 is provided with connection slotted eye hole 13, and groove 3 that will long rib 2 both sides is communicated with.
The invention is characterized in connection slotted eye hole 13 sections at least one cross section less than groove 3.As shown in Figure 8, its connection slotted eye hole 13 sections are less than the cross section of groove 3.
The invention is characterized in that connection slotted eye hole 13 is for circular, square or oval.As shown in Figure 8, its connection slotted eye hole 13 is oval.
The invention is characterized in that groove 3 planes are the groove that broadens.As shown in Figure 9, its groove 3 planes are the groove that broadens.
The invention is characterized in vertical or horizontal dew muscle 9 is arranged in the groove 3.As shown in Figure 9, have in its groove 3 and reveal muscle 9 longitudinally.
The invention is characterized in groove 3 and long rib 2 quadratures or oblique.As Fig. 6, shown in Figure 7, its groove 3 and long rib 2 quadratures.
The invention is characterized in the groove 3 has at least two to be arranged in parallel.As Fig. 7, shown in Figure 8, there are many to be arranged in parallel in its groove 3.
The groove 3 that the invention is characterized in long rib 2 both sides be arranged in parallel.As shown in figure 10, the groove 3 of its long rib 2 both sides be arranged in parallel.
The invention is characterized in that same straight line upper groove 3 groove depths are identical.As shown in figure 10, its same straight line upper groove 3 groove depths are identical.
The invention is characterized between the adjacent groove 3 of long rib 2 both sides convex tendon 14 is arranged.As shown in figure 11, between the adjacent groove 3 of its long rib 2 both sides convex tendon 14 is arranged.
The invention is characterized between the adjacent groove 3 of long rib 2 both sides flange 8 is arranged.As shown in figure 11, between the adjacent groove 3 of its long rib 2 both sides flange 8 is arranged.
The invention is characterized in the edge of flange 8 setback base plates 1.As shown in figure 12, the edge of its flange 8 setback base plates 1.
The invention is characterized in that flange 8 is the flange of outer narrow inner width.As shown in figure 12, its flange 8 is the flange of outer narrow inner width.
The invention is characterized in the long rib 2 and be provided with reinforcing bar 5.As shown in figure 13, be provided with reinforcing bar 5 in its long rib 2.
It is vertical or/and transverse concave groove 3 to the invention is characterized in that long rib 2 is provided with.As shown in figure 13, be respectively arranged with vertical and transverse concave groove 3 on its long rib 2.
The horizontal side that the invention is characterized in base plate 1 has the muscle 9 of revealing.As shown in figure 13, the horizontal side of its base plate 1 has the muscle 9 of revealing.
The invention is characterized in that flange 8 laterally reveals muscle 9.As shown in figure 13, its flange 8 laterally reveals muscle 9.
The invention is characterized in has at least two longitudinal reinforcements 5 to be arranged in parallel in the base plate 1.As shown in figure 13, there are many longitudinal reinforcements 5 to be arranged in parallel in its base plate 1.
The invention is characterized in has at least two longitudinal prestressing reinforcing bars 15 to be arranged in parallel in the base plate 1.As shown in figure 14, there is longitudinal prestressing reinforcing bar 15 to be arranged in parallel in its base plate 1.
The longitudinal reinforcement 5 that the invention is characterized in long rib 2 is parallel with the longitudinal prestressing reinforcing bar 15 in the base plate 1.As shown in figure 14, the longitudinal reinforcement 5 of its long rib 2 and the longitudinal prestressing reinforcing bar 15 in the base plate 1 be arranged in parallel.
The invention is characterized in that horizontal flange 8 has the transverse prestress projection.As shown in figure 11, its horizontal flange 8 has the transverse prestress projection.
The invention is characterized in that transverse concave groove 3 has the transverse prestress groove.As shown in figure 15, its transverse concave groove 3 has the transverse prestress groove.
Claims (10)
1, a kind of prefabricated plate for steel concrete with rib, comprise the vertically long rib of rectangular base plate of steel bar concrete (1) and steel bar concrete (2), it is characterized in that on one of vertically long rib (2) or two the rib sides vertical groove (3) being arranged or/and raised line (4), the longitudinal reinforcement (5) of vertically long rib (2) be arranged in parallel with longitudinal reinforcement (5) in the rectangular base plate (1).
2, prefabricated plate for steel concrete with rib according to claim 1 is characterized in that long rib (2) termination is extended with in conjunction with muscle (6).
3, prefabricated plate for steel concrete with rib according to claim 1 is characterized in that base plate (1) or/and suspender member (7) is arranged on the long rib (2).
4, prefabricated plate for steel concrete with rib according to claim 1 is characterized in that having on the base plate (1) at least one horizontal groove (3); Perhaps groove (3) is for passing through the groove (3) of michinaga rib (2); Perhaps groove (3) is the close heavy muscle structure groove that gos deep into base plate (1) usefulness that intersects transversary steel bar stress (5) that is provided with of the vertical muscle (5) that sets in advance; Horizontal raised line (4) or flange (8) are perhaps arranged on the base plate (1); Perhaps transverse concave groove (3) on the base plate (1) and the alternate setting of flange (8).
5,, it is characterized in that the edges of boards of base plate (1) or plate face or flange (8) or horizontal groove (3) have the muscle of revealing or net (9) according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; Perhaps horizontal groove (3) is provided with and covers groove muscle (10); Connector (11) or iron wire (12) are arranged in the perhaps horizontal groove (3); Perhaps horizontal groove (3) limit or flange (8) limit have horizontal cracking resistance to reveal muscle (9), connect the connector (11) or the iron wire (12) of base plate longitudinal reinforcement; Perhaps groove (3) is up-small and down-big closing in groove.
6,, it is characterized in that long rib (2) both sides are provided with groove (3) according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; Two grooves (3) of perhaps long rib (2) both sides are symmetrical arranged; The groove of two grooves (3) of perhaps long rib (2) both sides is on coaxial same straight line; Perhaps long rib (2) is provided with connection slotted eye hole (13), and groove (3) that will long rib (2) both sides is communicated with; Perhaps join slotted eye hole (13) section at least one cross section less than groove (3); Perhaps join slotted eye hole (13) for circular, square or oval.
7,, it is characterized in that groove (3) plane is the groove that broadens according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; Vertical or horizontal dew muscle (9) is perhaps arranged in the groove (3); Perhaps groove (3) and long rib (2) quadrature or oblique; Perhaps there are at least two to be arranged in parallel in the groove (3); The groove (3) of perhaps long rib (2) both sides be arranged in parallel.
8,, it is characterized in that same straight line upper groove (3) groove depth is identical according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; Groove (3) groove depth of perhaps long rib (2) both sides is identical; Between the adjacent groove (3) of perhaps long rib (2) both sides convex tendon (14) is arranged; Between the adjacent groove (3) of perhaps long rib (2) both sides flange (8) is arranged; The perhaps edge of flange (8) setback base plate (1); Perhaps flange (8) is the flange of outer narrow inner width.
9,, it is characterized in that being provided with in the long rib (2) reinforcing bar (5) according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; Perhaps long rib (2) is provided with vertical or/and transverse concave groove (3); Perhaps the horizontal side of base plate (1) has dew muscle (9); Perhaps flange (8) laterally reveals muscle (9); Perhaps there are at least two vertical muscle (5) to be arranged in parallel in the base plate (1).
10,, it is characterized in that having in the base plate (1) at least two longitudinal prestressing reinforcing bars (15) to be arranged in parallel according to the described prefabricated plate for steel concrete with rib of arbitrary claim in the claim 1 to 4; The vertical muscle (5) of perhaps long rib (2) is parallel with the longitudinal prestressing reinforcing bar (15) in the base plate (1); Perhaps laterally flange (8) has the transverse prestress projection; Perhaps transverse concave groove (3) has the transverse prestress groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610143083 CN1944902A (en) | 2006-11-01 | 2006-11-01 | Stee concrete prefabricated plate with rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610143083 CN1944902A (en) | 2006-11-01 | 2006-11-01 | Stee concrete prefabricated plate with rib |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1944902A true CN1944902A (en) | 2007-04-11 |
Family
ID=38044482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610143083 Pending CN1944902A (en) | 2006-11-01 | 2006-11-01 | Stee concrete prefabricated plate with rib |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1944902A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102472046A (en) * | 2009-07-17 | 2012-05-23 | 诺阿莱斯·奥利弗，何塞·拉蒙 | floor roof |
-
2006
- 2006-11-01 CN CN 200610143083 patent/CN1944902A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102472046A (en) * | 2009-07-17 | 2012-05-23 | 诺阿莱斯·奥利弗，何塞·拉蒙 | floor roof |
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Open date: 20070411 |