CN205153272U - Prefabricated hollow slab - Google Patents
Prefabricated hollow slab Download PDFInfo
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- CN205153272U CN205153272U CN201520772596.7U CN201520772596U CN205153272U CN 205153272 U CN205153272 U CN 205153272U CN 201520772596 U CN201520772596 U CN 201520772596U CN 205153272 U CN205153272 U CN 205153272U
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- precast hollow
- mesh sheet
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- hollow slab
- slab
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- 239000004567 concrete Substances 0.000 claims description 48
- 230000003014 reinforcing effect Effects 0.000 claims description 40
- 238000005452 bending Methods 0.000 claims description 25
- 230000015572 biosynthetic process Effects 0.000 claims description 23
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 238000009413 insulation Methods 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 11
- 239000003351 stiffener Substances 0.000 claims description 7
- 239000004033 plastic Substances 0.000 claims description 5
- 229920003023 plastic Polymers 0.000 claims description 5
- 230000008520 organization Effects 0.000 abstract description 17
- 238000007493 shaping process Methods 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 34
- 230000008569 process Effects 0.000 description 34
- 238000010276 construction Methods 0.000 description 25
- 230000000694 effects Effects 0.000 description 22
- 238000005516 engineering process Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 8
- 238000011065 in-situ storage Methods 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 210000003195 fascia Anatomy 0.000 description 4
- 238000011900 installation process Methods 0.000 description 4
- 238000012856 packing Methods 0.000 description 4
- 230000035939 shock Effects 0.000 description 4
- 230000009471 action Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 241000521257 Hydrops Species 0.000 description 1
- 206010030113 Oedema Diseases 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
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Abstract
The utility model provides a prefabricated hollow slab, including top layer and bottom to and the hollow device of setting between top layer and bottom, prefabricated hollow slab still includes the rack that prefabricated hollow slab used, the rack that prefabricated hollow slab used includes a net piece, the ribbed who is provided with at least one on the net piece and nets the perpendicular setting of piece, hollow device's surface is provided with at least one fin, hollow device and net piece reciprocal anchorage, hollow device's cross -section is the polygon, is provided with at least one configuration in hollow device's corner. So, prefabricated hollow slab can one pouring shaping in prefabricated hollow slab forming die, and still is provided with the fin at the surface of body, and hollow device passes through the fin reciprocal anchorage with the net piece, prevents that the hollow tube from at the mould internal shift and the circumstances appearance that results in sky core plate inner structure and project organization not to conform to, fully having guaranteed prefabricated hollow slab's quality.
Description
Technical field
The utility model relates to a kind of building piece, particularly a kind of precast hollow slab.
Background technology
China's Urbanization Construction is fast-developing, and construction scope ranks first in the world.Current, industrialization of construction industry is extremely urgent, and builing industry green construction transition, energy-saving and emission-reduction in building course, manufacture the precast hollow slab with superior structural performance, extremely need in order to build assembled architecture.
At present, the reinforced concrete floor of domestic employing has cast-in-situ floor and precast hollow slab floor, cast-in-situ floor good integrity, but needs on-the-spot formwork, then concreting, construction period difficulty is large, and template loss is large, and cost is high, and prefabricated building hollowcore slab does not need on-the-spot formwork, short construction period, cost is low, is therefore widely used in all kinds of building.
Such as, be: in the application documents of CN201320705360.2 that disclose a kind of full prefabricated hollow floor, comprise floor main body, floor main body comprises bottom, hollow device and top layer, is hollow device between bottom and top layer at number of patent application; Bottom is that the baseplate reinforcing bar of layer of concrete and top colligation thereof is formed; Top layer is roof steel bar, and concreting layer is formed.This full prefabricated hollow floor is owing to forming cavity at intralamellar part, alleviate the weight of floor self, compare laminated floor slab and also do not need second pouring, environmental protection and save the duration, but in the manufacturing process of this floor, need colligation baseplate reinforcing bar and roof steel bar, efficiency of construction is lower, and the quality of prefabricated hollow floor is also difficult to ensure.
Utility model content
The technical problems to be solved in the utility model is: provide a kind of precast hollow slab, and it can improve efficiency and the quality of precast hollow slab making.
Solution of the present utility model is achieved in that a kind of precast hollow slab, comprise top layer and bottom, and the hollow device be arranged between top layer and bottom, described precast hollow slab also comprises the rack of precast hollow slab, the rack of described precast hollow slab comprises a mesh sheet, described mesh sheet is provided with at least one and the vertically disposed rib of mesh sheet, the external surface of described hollow device is provided with at least one fin, and described hollow device and mesh sheet interfix.So, because being provided with hollow device between the top layer and bottom of precast hollow slab, when hollow device is through hollow section, be embedded in precast hollow slab as non-core-drawing pore-creating component, precast hollow slab can in precast hollow board forming die one-time cast-forming, when hollow section is applied in precast hollow slab, its end is through, if also arrange support to loose core mould in hollow section, after pouring concrete completes, mould of support being loosed core is extracted out, significantly can reduce pore-forming tube wall thickness, also hollow section can not be caused to be out of shape, and then, the situation that precast hollow slab hole wall can not be caused uneven occurs, similarly, if when hollow section tube wall rigidity is enough to support pouring concrete load, then do not need to arrange support to loose core mould, also the uniform effect of hollowcore slab hole wall can be reached, and be also provided with fin at the external surface of body, hollow device and mesh sheet are interfixed by fin, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.In addition, because the corner at body is provided with formation structure, after having built concrete, correspondingly form concrete T font or I-shaped reinforcement structure in bight, increased substantially integral rigidity and the shock resistance damage capability of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described rib is reinforcing bar or the steel wire that continuous bending waviness or continuous bending become W shape.So, rib is continuous bending waviness or continuous bending when becoming reinforcing bar or the steel wire of W shape, and rib has good continuity, and processing technology is simple, is easy to apply.
Another technical scheme of the present utility model is on above-mentioned basis, and the connection between described rib bending part and mesh sheet is for being welded to connect.So, after being welded to connect between rib bending part and mesh sheet, rib and mesh sheet define entirety, improve the non-deformability of mesh sheet, make it not yielding in application process, be applied to after in precast hollow slab meanwhile, precast hollow slab biside plate face can be connected into entirety by rib, makes its distortion that not easily misplaces.
Another technical scheme of the present utility model is on above-mentioned basis, and the opposite side bending part of described rib is provided with at least one dowel, and rib is connected into mesh sheet at bending part by described dowel.So, the opposite side bending part of rib is provided with at least one dowel, dowel is after rib is connected into mesh sheet by bending part, and rib is in same plane, has increased substantially the non-deformability of rib, makes it not yielding in application process.
Another technical scheme of the present utility model is, on above-mentioned basis, to be provided with oblique pull reinforcing bar in described mesh sheet.So, be provided with oblique pull reinforcing bar in mesh sheet, the bulk strength of mesh sheet obtains reinforcement, is applied to after in precast hollow slab, and oblique pull reinforcing bar can increase substantially the shear resistance in precast hollow slab plate face, can reduce its thickness further.
Another technical scheme of the present utility model is on above-mentioned basis, and described at least one end of oblique pull reinforcing bar is provided with hanging built-in fitting.So, be provided with hanging built-in fitting oblique pull is end reinforced, burying underground of suspender member in precast hollow slab can be facilitated, the load-bearing load of suspender member can be improved, make it not fragile in handling process.
Another technical scheme of the present utility model is, on above-mentioned basis, described mesh sheet to be provided with locating part, and described locating part is that rib portions protrudes formation.So, rib mesh sheet is provided with locating part, described locating part is that rib portions protrudes formation, in the manufacturing process of precast hollow slab, pore-forming pipe clamp can be located in adjacent rib by locating part, can ensure that pore-forming pipe is in design attitude, thus ensure the thickness of floor and the position of rib in floor accurate, and protruding by rib portions the mode formed like this can not need to arrange locating part separately, reduces cost and technology difficulty.
Another technical scheme of the present utility model is, on above-mentioned basis, described mesh sheet to be provided with locating part, and described locating part is that mesh sheet reinforcing bar part protrudes formation.So, mesh sheet is provided with locating part, described locating part is that mesh sheet reinforcing bar part protrudes formation, in the manufacturing process of precast hollow slab, rack can be arranged in precast hollow board forming die by locating part, can ensure that rack is in design attitude accurate, and, the mode protruded by mesh sheet reinforcing bar part like this can not need to arrange locating part separately, reduces cost and technology difficulty.
Another technical scheme of the present utility model is on above-mentioned basis, and described mesh sheet is double-deck mesh sheet.So, when mesh sheet in rack is double-deck mesh sheet, can further improve the globality of rack, prevent its deformed damaged in installation application process.
Another technical scheme of the present utility model is on above-mentioned basis, is provided with heat insulation layer in described double-deck mesh sheet.So, when being provided with heat insulation layer in double-deck mesh sheet, heat insulation layer can firmly be clamped by double-deck mesh sheet, it is prevented to be shifted in precast hollow slab casting process, fully can ensure the tight continuously of heat insulation layer, described rack is applied to after in precast hollow slab, can significantly promote its thermal and insulating performance.
Another technical scheme of the present utility model is on above-mentioned basis, is provided with pipeline in described double-deck mesh sheet.So, be provided with pipeline in double-deck mesh sheet after, the pre-buried of wireway can be completed, prevent it to be shifted.
Another technical scheme of the present utility model is that, on above-mentioned basis, described pipe end is provided with junction box.So, when pipe end is provided with junction box, disposablely can completes wireway pre-buried, facilitate construction application, not need secondary fluting buried pipeline, be conducive to the globality keeping precast hollow slab.
Another technical scheme of the present utility model is, on above-mentioned basis, described mesh sheet to be provided with pipeline.So, after mesh sheet is provided with pipeline, the pre-buried of wireway can be completed, prevent it to be shifted.
Another technical scheme of the present utility model is on above-mentioned basis, and described hollow device is be arranged on mesh sheet buries core pore-forming pipe, described in bury core pore-forming pipe and mesh sheet interfixes.So, described hollow device is be arranged on mesh sheet buries core pore-forming pipe, hollowcore slab can be made into like this, and core pore-forming pipe will be buried and mesh sheet interfixes, can prevent in the manufacturing process of hollowcore slab, bury core pore-forming pipe and position skew occurs, thus be difficult to the thickness of controlroof and base plate, the situation causing hollowcore slab internal construction and project organization not to conform to occurs, affects the quality of hollowcore slab.
Another technical scheme of the present utility model is on above-mentioned basis, described in bury core pore-forming pipe and comprise body, described body is through hollow section, and outer surface of tube body is provided with at least one fin.So, when body is through hollow section, when hollow section is applied in precast hollow slab, its end is through, if also arrange support to loose core mould in hollow section, after pouring concrete completes, mould of support being loosed core is extracted out, so, significantly can reduce pore-forming tube wall thickness, also pore-forming pipe can not be caused to be out of shape, and then the situation that precast hollow slab hole wall can not be caused uneven occur.Similarly, if when hollow section tube wall rigidity is enough to support pouring concrete load, does not then need to arrange support and to loose core mould, can reach the uniform effect of hollowcore slab hole wall yet.In addition, also fin is provided with at the external surface of body, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if the position of fin is arranged on two pore-forming pipes, and when being close to arranged adjacent, how empty rib can also be formed in precast hollow slab, be conducive to reducing concrete heat bridge, improve the heat-proof quality of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described fin is longitudinally arranged at tube surfaces.So, described fin is longitudinally arranged at tube surfaces, in the process making precast hollow slab, fin and precast hollow board forming die die face support and combine, then can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if and the position of fin is arranged on two pore-forming pipes, and when being close to arranged adjacent, how empty rib can also be formed in precast hollow slab, be conducive to reducing concrete heat bridge, improve the heat-proof quality of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described body cross section is rectangle.So, when body cross section is rectangle, described pore-forming pipe is applied to after in precast hollow slab, correspondingly can form through rectangle duct in hollowcore slab inside, cross section is the hollow rate that the pore-forming pipe of rectangle can increase substantially precast hollow slab, saves material, reduces precast hollow slab own wt.
Another technical scheme of the present utility model is, on above-mentioned basis, described tube wall to be provided with at least one transverse concave groove.So, when tube wall being provided with at least one transverse concave groove, transverse concave groove improves the side direction bearing capacity of pore-forming pipe, make it not yielding in application process, simultaneously, cast-in-situ concrete also can form concrete structure in transverse concave groove, improves the bonding strength between precast hollow slab two plate faces, prevents its dislocation in lifting and installation process from damaging.
Another technical scheme of the present utility model is on above-mentioned basis, and described formation structure is chamfering, inner corner trim or arc angle.So, when shaping be configured to chamfering, inner corner trim or arc angle time, chamfering, inner corner trim or arc angle have good guide performance, concrete mortar can be imported to form closely knit T-shaped or I-shaped concrete in the middle part of the pore-forming pipe that is disposed adjacent and strengthen integral rigidity and the shock resistance damage capability that structure has increased substantially precast hollow slab.
Another technical scheme of the present utility model is, on above-mentioned basis, described fin to be provided with positioner.So, when fin is provided with positioner, in application process, positioner on described fin can coordinate screens to fix with reinforcing bar or steel wire, fin can play longitudinal bracing positioning action, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described positioner is groove.So, when positioner is groove, in application process, the situation that positioner can coordinate screens fixedly to prevent hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift with reinforcing bar or steel wire very easily occurs, fully ensure that the quality of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described groove is into the large groove of young endoporus.So, when groove is into the large groove of young endoporus, in application process, reinforcing bar or steel wire snap in after in groove, in the process of building cast-in-situ concrete, enter the effect that the large groove of young endoporus can play snap close, thus make reinforcing bar or steel wire be not easy to eject.
Another technical scheme of the present utility model is on above-mentioned basis, and at least one end of described body is provided with enclosing cover, and body is closed into blind pipe or closed hollow pipe by described enclosing cover.So, when at least one end of body is provided with enclosing cover, body is closed into blind pipe or closed hollow pipe by described enclosing cover, described pore-forming pipe is applied to after in precast hollow slab, as end also concreting, then can form semiclosed or totally enclosed precast hollow slab, globality, the sound-insulating heat-insulation property of this precast hollow slab are good, in particular improve the bonding strength between precast hollow slab two plate faces, prevent its dislocation in lifting and installation process from damaging.
Another technical scheme of the present utility model is on above-mentioned basis, and described enclosing cover end is provided with keeper, and described keeper is arranged at enclosing cover edge or cover bottom portion.So, when enclosing cover end is provided with keeper, described keeper is arranged at enclosing cover edge or cover bottom portion, in application process, pore-forming pipe can be fixed in the moulding form of precast hollow slab by keeper, the situation preventing pore-forming tube end from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.
Another technical scheme of the present utility model is on above-mentioned basis, and described fin is arranged on two relative faces of body.So, fin is arranged on two relative faces of body, in application process, fin can be arranged at the reinforcing bar of its both sides or steel wire or precast hollow board forming die supporting and location, and after multiple pore-forming pipe arrangement, fin cooperatively interacts, and can play shaping effect of blocking, prevent the concrete of precast hollow slab both sides completely through, serve the effect reducing concrete heat bridge.
Another technical scheme of the present utility model is on above-mentioned basis, and described fin is arranged on four faces of body.So, when on four faces that fin is arranged at body, fin can be arranged at the reinforcing bar of its both sides or steel wire or precast hollow board forming die supporting and location, simultaneously, after multiple pore-forming pipe arrangement, fin cooperatively interacts, and can play and block shaping effect, prevent the concrete of precast hollow slab both sides completely through, serve the effect reducing concrete heat bridge.
Another technical scheme of the present utility model is on above-mentioned basis, and the material of described body is plastics, the fin global formation that described body and external surface thereof are arranged.So, when the material of body is plastics, during the fin global formation that described body and external surface thereof are arranged, pore-forming pipe is manufactured convenient and simple, and pipe thickness can strictly control, and, bonding strength between fin and body is good, is not easy damage and comes off, and fully ensure that the quality of pore-forming pipe.
Another technical scheme of the present utility model is on above-mentioned basis, and described fin shifts to install on relative two faces of body.So, when fin shifts to install on relative two faces of body, in application process, after multiple pore-forming pipe arrangement, the fin shifted to install complements each other to form and blocks, and can reduce producting process difficulty, is conducive to reducing costs, raises the efficiency.
Another technical scheme of the present utility model is, on above-mentioned basis, described body to be also provided with striker plate.So, can go out to be formed stiffener at body striker plate or strengthen fin, improve the quality of pore-forming pipe further.
Another technical scheme of the present utility model is on above-mentioned basis, described mesh sheet is provided with multiplely bury core pore-forming pipe, described in bury docked by fin between core pore-forming pipe spacing.So, bury docked by fin between core pore-forming pipe spacing, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing pore-forming pipe from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if the fin between adjacent pore-forming pipe is continuous print and is close to mutually or has part superimposed, be then pourablely made into the apleuria rack hollowcore slab only connected by skeleton between two plate bodys.
Another technical scheme of the present utility model is on above-mentioned basis, and described top layer and/or bottom are layer of concrete.So, when top layer and/or bottom are layer of concrete, according to the structural strength situation of precast hollow slab, can selective gist scope flexibly, as used as side fascia, heat-insulation wall plate, inner partition plate or floor.
Another technical scheme of the present utility model is on above-mentioned basis, described top layer and bottom separated or buried concrete through between core pore-forming pipe be communicated with by adjacent.So, bury concrete through between core pore-forming pipe be communicated with when the separated of top layer and bottom or by adjacent, concrete heat bridge between the plate body of precast hollow slab both sides is reduced or is cut off, and improves the thermal and insulating performance of precast hollow slab, is specially adapted to do side fascia and uses.
Another technical scheme of the present utility model is, on above-mentioned basis, to be provided with stiffener in described top layer and/or bottom.So, be provided with stiffener in top layer and/or bottom after, the local strength of precast hollow slab is greatly improved, choice for use mode can be carried out according to its mechanical property, as the plate face being provided with reinforcing rib being placed in bottom, then can be used as floor to use, significantly can reduce the amount of reinforcement of floor.
Accompanying drawing explanation
The accompanying drawing forming a part of the present utility model is used to provide further understanding of the present utility model, and schematic description and description of the present utility model, for explaining the utility model, is not formed improper restriction of the present utility model.
Fig. 1 is the rack cross section structure figure in the precast hollow slab that relates to of a kind of embodiment of this programme;
Fig. 2 is the rack cross section structure figure in the precast hollow slab that relates to of the another kind of embodiment of this programme;
Rack in the precast hollow slab that relates to of the another several embodiment of this programme is provided with the structure chart burying core pore-forming pipe to Fig. 3-Fig. 9;
Figure 10 is rack in the precast hollow slab that relates to of a kind of embodiment of this programme and the disposed thereon assembling schematic diagram burying core pore-forming pipe;
Figure 11 is the structural representation of the precast hollow slab that a kind of embodiment of this programme relates to;
Figure 12-Figure 14 is the structural representation of the precast hollow slab that the another several embodiment of this programme relates to.
In figure:
1 body 2 fin 20 positioner 3 transverse concave groove
4 enclosing cover 40 keeper 10 mesh sheet
11 rib 12 oblique pull reinforcing bar 100 guiding gutter 110 top layers
120 bottom 130 stiffener 8 formation structure 9 packing materials
Detailed description of the invention
Be described in detail the utility model below in conjunction with accompanying drawing, the description of this part is only exemplary and explanatory, should not have any restriction to protection domain of the present utility model.In addition, those skilled in the art, according to the description of presents, can carry out respective combination to the feature in embodiment in presents and in different embodiment.
The utility model embodiment is as follows, refer to Figure 11 to Figure 14, a kind of precast hollow slab, comprise top layer 110 and bottom 120, and the hollow device be arranged between top layer 110 and bottom 120, described precast hollow slab also comprises the rack of precast hollow slab, the rack of described precast hollow slab comprises a mesh sheet 10, described mesh sheet 10 is provided with at least one and the vertically disposed rib 11 of mesh sheet, the external surface of described hollow device is provided with at least one fin 2, described hollow device and mesh sheet 10 interfix, the cross section of described hollow device is polygon, at least one formation structure 8 is provided with in the corner of hollow device.So, because being provided with hollow device between the top layer 110 and bottom 120 of precast hollow slab, when hollow device is through hollow section, be embedded in precast hollow slab as non-core-drawing pore-creating component, precast hollow slab can in precast hollow board forming die one-time cast-forming, when hollow section is applied in precast hollow slab, its end is through, if also arrange support to loose core mould in hollow section, after pouring concrete completes, mould of support being loosed core is extracted out, significantly can reduce pore-forming tube wall thickness, also hollow section can not be caused to be out of shape, and then, the situation that precast hollow slab hole wall can not be caused uneven occurs, similarly, if when hollow section tube wall rigidity is enough to support pouring concrete load, then do not need to arrange support to loose core mould, also the uniform effect of hollowcore slab hole wall can be reached, and be also provided with fin at the external surface of body, hollow device and mesh sheet are interfixed by fin, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.In addition, because being provided with formation structure 8 in the corner of body, after having built concrete, correspondingly forming concrete T font or I-shaped reinforcement structure in bight, having increased substantially integral rigidity and the shock resistance damage capability of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as depicted in figs. 1 and 2, described rib 11 can be reinforcing bar or the steel wire that continuous bending waviness or continuous bending become W shape.So, rib 11 is continuous bending waviness or continuous bending when becoming reinforcing bar or the steel wire of W shape, and rib has good continuity, and processing technology is simple, is easy to apply.
On the basis of above-described embodiment, in another embodiment of the utility model, the connection between the bending part of described rib 11 and mesh sheet 10 can adopt and be welded to connect.So, after being welded to connect between rib 11 bending part and mesh sheet 10, rib 11 and mesh sheet 10 define entirety, improve the non-deformability of mesh sheet, make it not yielding in application process, be applied to after in precast hollow slab meanwhile, precast hollow slab biside plate face can be connected into entirety by rib 11, makes its distortion that not easily misplaces.
On the basis of above-described embodiment, in another embodiment of the utility model, the opposite side bending part of described rib 11 can be provided with at least one dowel, and rib 11 is connected into mesh sheet 10 at bending part by described dowel.So, the opposite side bending part of rib 11 is provided with at least one dowel, dowel is after rib 11 is connected into mesh sheet 10 by bending part, and rib is in same plane, has increased substantially the non-deformability of rib, makes it not yielding in application process.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 2, oblique pull reinforcing bar 12 can be provided with in described mesh sheet 10.So, be provided with oblique pull reinforcing bar 12 in mesh sheet 10, the bulk strength of mesh sheet obtains reinforcement, is applied to after in precast hollow slab, and oblique pull reinforcing bar 12 can increase substantially the shear resistance in precast hollow slab plate face, can reduce its thickness further.
On the basis of above-described embodiment, in another embodiment of the utility model, described at least one end of oblique pull reinforcing bar 12 can be provided with hanging built-in fitting.So, oblique pull reinforcing bar 12 end is provided with hanging built-in fitting, burying underground of suspender member in precast hollow slab can be facilitated, the load-bearing load of suspender member can be improved, make it not fragile in handling process.
On the basis of above-described embodiment, in another embodiment of the utility model, described mesh sheet 10 can also be provided with locating part, described locating part can be that rib 11 part protrudes formation.So, rib mesh sheet 10 is provided with locating part, described locating part is that rib 11 part protrudes formation, in the manufacturing process of precast hollow slab, pore-forming pipe clamp can be located in adjacent rib by locating part, can ensure that pore-forming pipe is in design attitude, thus ensure the thickness of floor and the position of rib 11 in floor accurate, and protruding by rib 11 part the mode formed like this can not need to arrange locating part separately, reduces cost and technology difficulty.
On the basis of above-described embodiment, in another embodiment of the utility model, described mesh sheet 10 is provided with locating part, described locating part can be that mesh sheet reinforcing bar part protrudes formation.So, mesh sheet 10 is provided with locating part, described locating part is that mesh sheet reinforcing bar part protrudes formation, in the manufacturing process of precast hollow slab, rack can be arranged in precast hollow board forming die by locating part, can ensure that rack is in design attitude accurate, and, the mode protruded by mesh sheet reinforcing bar part like this can not need to arrange locating part separately, reduces cost and technology difficulty.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 2, described mesh sheet 10 can be Double-level Reticulated sheet.So, when mesh sheet in rack 10 is double-deck mesh sheet, can further improve the globality of rack, prevent its deformed damaged in installation application process.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 2, heat insulation layer can be provided with in described double-deck mesh sheet.So, when being provided with heat insulation layer in double-deck mesh sheet, heat insulation layer can firmly be clamped by double-deck mesh sheet, it is prevented to be shifted in precast hollow slab casting process, fully can ensure the tight continuously of heat insulation layer, described rack is applied to after in precast hollow slab, can significantly promote its thermal and insulating performance.
On the basis of above-described embodiment, in another embodiment of the utility model, in described double-deck mesh sheet, pipeline can be provided with.So, be provided with pipeline in double-deck mesh sheet after, the pre-buried of wireway can be completed, prevent it to be shifted.
On the basis of above-described embodiment, in another embodiment of the utility model, described pipe end can be provided with junction box.So, when pipe end is provided with junction box, disposablely can completes wireway pre-buried, facilitate construction application, not need secondary fluting buried pipeline, be conducive to the globality keeping precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, described mesh sheet 10 can be provided with pipeline.So, after mesh sheet 10 is provided with pipeline, the pre-buried of wireway can be completed, prevent it to be shifted.
On the basis of above-described embodiment, in another embodiment of the utility model, described hollow device is be arranged on mesh sheet 10 buries core pore-forming pipe, described in bury core pore-forming pipe and mesh sheet 10 interfixes.So, described mesh sheet 10 is provided with and buries core pore-forming pipe, hollowcore slab can be made into like this, and core pore-forming pipe will be buried and mesh sheet 10 interfixes, can prevent in the manufacturing process of hollowcore slab, bury core pore-forming pipe and position skew occurs, thus be difficult to the thickness of controlroof and base plate, the situation causing hollowcore slab internal construction and project organization not to conform to occurs, affects the quality of hollowcore slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figures 3 to 10, described in bury core pore-forming pipe and comprise body 1, described body 1 is through hollow section, and body 1 external surface is provided with at least one fin 2.So, when body 1 is through hollow section, when hollow section is applied in precast hollow slab, its end is through, if also arrange support to loose core mould in hollow section, after pouring concrete completes, mould of support being loosed core is extracted out, so, significantly can reduce pore-forming tube wall thickness, also pore-forming pipe can not be caused to be out of shape, and then the situation that precast hollow slab hole wall can not be caused uneven occur.Similarly, if when hollow section tube wall rigidity is enough to support pouring concrete load, does not then need to arrange support and to loose core mould, can reach the uniform effect of hollowcore slab hole wall yet.In addition, also fin is provided with at the external surface at body, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if the position of fin is arranged on two pore-forming pipes, and when being close to arranged adjacent, how empty rib can also be formed in precast hollow slab, be conducive to reducing concrete heat bridge, improve the heat-proof quality of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figures 3 to 10, described fin 2 longitudinally can be arranged at body 1 surface.So, when fin 2 longitudinal separation spread configuration is in body 1 surface, in the process making precast hollow slab, fin and precast hollow board forming die die face support and combine, then can play supporting and location effect, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if and the position of fin is arranged on two pore-forming pipes, and when being close to arranged adjacent, how empty rib can also be formed in precast hollow slab, be conducive to reducing concrete heat bridge, improve the heat-proof quality of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figures 3 to 10, described body 1 cross section can be rectangle.So, when body 1 cross section is rectangle, described pore-forming pipe is applied to after in precast hollow slab, correspondingly can form through rectangle duct in hollowcore slab inside, cross section is the hollow rate that the pore-forming pipe of rectangle can increase substantially precast hollow slab, saves material, reduces precast hollow slab own wt.Certainly, in other designs, described body 1 cross section also can be circular or ellipse or other polygons etc., and these also all belong to equivalent technologies and replace, and belong to the protection domain of this patent.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 6, described body 1 outer wall can be provided with at least one transverse concave groove 3.So, when body 1 outer wall is provided with at least one transverse concave groove 3, transverse concave groove 3 improves the side direction bearing capacity of pore-forming pipe, make it not yielding in application process, simultaneously, cast-in-situ concrete also can form concrete structure in transverse concave groove 3, improves the bonding strength between precast hollow slab two plate faces, prevents its dislocation in lifting and installation process from damaging.In addition, guiding gutter 100 can also be provided with in one end of described body 1, the hydrops between body can be discharged like this.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figures 3 to 5, described formation structure 8 can be chamfering, inner corner trim or arc angle.So, when shaping be configured to chamfering, inner corner trim or arc angle time, chamfering, inner corner trim or arc angle have good guide performance, concrete mortar can be imported to form closely knit T-shaped or I-shaped concrete in the middle part of the pore-forming pipe that is disposed adjacent and strengthen integral rigidity and the shock resistance damage capability that structure has increased substantially precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 7, described fin 2 can be provided with positioner 20.So, when fin 2 is provided with positioner 20, in application process, positioner 20 on described fin 2 can coordinate screens to fix with reinforcing bar or steel wire, fin 2 can play longitudinal bracing positioning action, the situation preventing hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 7, described positioner 20 can be groove.So, when positioner 20 is groove, in application process, the situation that positioner 20 can coordinate screens fixedly to prevent hollow section from causing hollowcore slab internal construction and project organization not to conform at mould internal shift with reinforcing bar or steel wire very easily occurs, fully ensure that the quality of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, described groove can be the groove that the little endoporus of entrance is large.So, when groove is into the large groove of young endoporus, in application process, reinforcing bar or steel wire snap in after in groove, in the process of building cast-in-situ concrete, enter the effect that the large groove of young endoporus can play snap close, thus make reinforcing bar or steel wire be not easy to eject.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 7, at least one end of described body 1 can be provided with enclosing cover 4, and body 1 is closed into blind pipe or closed hollow pipe by described enclosing cover 4.So, when at least one end of body 1 is provided with enclosing cover 4, body 1 is closed into blind pipe or closed hollow pipe by described enclosing cover 4, described pore-forming pipe is applied to after in precast hollow slab, as end also concreting, then can form semiclosed or totally enclosed precast hollow slab, globality, the sound-insulating heat-insulation property of this precast hollow slab are good, in particular improve the bonding strength between precast hollow slab two plate faces, prevent its dislocation in lifting and installation process from damaging.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 7, described enclosing cover 4 end can be provided with keeper 40, and described keeper 40 is arranged at bottom enclosing cover 4 edge or enclosing cover 4.So, when enclosing cover 4 end is provided with keeper 40, described keeper 40 is arranged at bottom enclosing cover 4 edge or enclosing cover 4, in application process, pore-forming pipe can be fixed in the moulding form of precast hollow slab by keeper 40, the situation preventing pore-forming tube end from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 3 and Figure 4, described fin 2 can be arranged on two relative faces of body 1.So, fin 2 is arranged on two relative faces of body 1, in application process, fin 2 can be arranged at the reinforcing bar of its both sides or steel wire or precast hollow board forming die supporting and location, and after multiple pore-forming pipe arrangement, fin 2 cooperatively interacts, and can play shaping effect of blocking, prevent the concrete of precast hollow slab both sides completely through, serve the effect reducing concrete heat bridge.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 8 and Figure 9, described fin 2 can be arranged on four faces of body 1.So, when on four faces that fin 2 is arranged at body 1, fin 2 can be arranged at the reinforcing bar of its both sides or steel wire or precast hollow board forming die supporting and location, simultaneously, after multiple pore-forming pipe arrangement, fin 2 cooperatively interacts, and can play and block shaping effect, prevent the concrete of precast hollow slab both sides completely through, serve the effect reducing concrete heat bridge.
On the basis of above-described embodiment, in another embodiment of the utility model, the material of described body 1 is plastics, fin 2 global formation that described body 1 and external surface thereof are arranged.So, when the material of body 1 is plastics, during fin 2 global formation that described body 1 and external surface thereof are arranged, pore-forming pipe is manufactured convenient and simple, pipe thickness can strictly control, and the bonding strength between fin 2 and body 1 is good, be not easy damage to come off, fully ensure that the quality of pore-forming pipe.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in figs. 5 and 9, described fin 2 shifts to install on relative two faces of body 1.So, when fin 2 shifts to install on relative two faces of body 1, in application process, after multiple pore-forming pipe arrangement, the fin 2 shifted to install complements each other to form and blocks, and can reduce producting process difficulty, is conducive to reducing costs, raises the efficiency.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 11 to 14, described mesh sheet 10 can be provided with and multiplely bury core pore-forming pipe, described in bury and dock spacing by fin 2 between core pore-forming pipe.So, bury docked by fin between core pore-forming pipe spacing, in the process making precast hollow slab, fin can play supporting and location effect, the situation preventing pore-forming pipe from causing hollowcore slab internal construction and project organization not to conform at mould internal shift occurs, fully ensure that the quality of precast hollow slab, if the fin between adjacent pore-forming pipe is continuous print and is close to mutually or has part superimposed, be then pourablely made into the apleuria rack hollowcore slab only connected by skeleton between two plate bodys.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in Figure 11 to 14, described top layer 110 and/or bottom 120 can be layer of concrete.So, when top layer 110 and/or bottom 120 are layer of concrete, according to the structural strength situation of precast hollow slab, can selective gist scope flexibly, as used as side fascia, heat-insulation wall plate, inner partition plate or floor.
On the basis of above-described embodiment, in another embodiment of the utility model, as illustrated in figures 11 and 13, the separated setting of described top layer 110 and bottom 120.Or as shown in figures 12 and 14, between described top layer 110 and bottom 120, bury concrete connection through between core pore-forming pipe by adjacent.So, bury concrete through between core pore-forming pipe be communicated with when the separated of top layer 110 and bottom 120 or by adjacent, concrete heat bridge between the plate body of precast hollow slab both sides is reduced or is cut off, and improves the thermal and insulating performance of precast hollow slab, is specially adapted to do side fascia and uses.
On the basis of above-described embodiment, in another embodiment of the utility model, as shown in figures 12 and 14, stiffener 130 is provided with in described top layer 110 and/or bottom 120.So, be provided with stiffener 130 in top layer 110 and/or bottom 120 after, the local strength of precast hollow slab is greatly improved, choice for use mode can be carried out according to its mechanical property, as the plate face being provided with reinforcing rib being placed in bottom, then can be used as floor to use, significantly can reduce the amount of reinforcement of floor.In addition, as shown in Figure 13 and Figure 14, bury described in core pore-forming pipe and can also be provided with packing material 9.In the inner chamber of body local or be all provided with packing material 9, the sound isolating and heat insulating performance of pore-forming pipe can be improved, as by packing material this as entirety, then can also play good supporting role to pore-forming pipe, not need to arrange in hollow section and support mould of loosing core and also can meet the requirement supporting pouring concrete load.
The above is only preferred embodiment of the present utility model; it should be pointed out that for those skilled in the art, under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (33)
1. a precast hollow slab, comprise top layer and bottom, and the hollow device be arranged between top layer and bottom, it is characterized in that, described precast hollow slab also comprises the rack of precast hollow slab, the rack of described precast hollow slab comprises a mesh sheet, described mesh sheet is provided with at least one and the vertically disposed rib of mesh sheet, the external surface of described hollow device is provided with at least one fin, described hollow device and mesh sheet interfix, the cross section of described hollow device is polygon, and the corner of hollow device is provided with at least one formation structure.
2. precast hollow slab according to claim 1, is characterized in that, described rib is reinforcing bar or the steel wire that continuous bending waviness or continuous bending become W shape.
3. precast hollow slab according to claim 2, is characterized in that, the connection between the side bending part of described rib and mesh sheet is for being welded to connect.
4. precast hollow slab according to claim 3, is characterized in that, the opposite side bending part of described rib is provided with at least one dowel, and rib is connected into mesh sheet at bending part by described dowel.
5. the precast hollow slab according to claim arbitrary in Claims 1-4, is characterized in that, is provided with oblique pull reinforcing bar in described mesh sheet.
6. precast hollow slab according to claim 5, is characterized in that, described at least one end of oblique pull reinforcing bar is provided with hanging built-in fitting.
7. the precast hollow slab according to claim arbitrary in Claims 1-4, is characterized in that, described mesh sheet is provided with locating part, and described locating part is that rib portions protrudes formation.
8. the precast hollow slab according to claim arbitrary in Claims 1-4, is characterized in that, described mesh sheet is provided with locating part, and described locating part is that mesh sheet reinforcing bar part protrudes formation.
9. the precast hollow slab according to claim arbitrary in Claims 1-4, is characterized in that, described mesh sheet is double-deck mesh sheet.
10. precast hollow slab according to claim 9, is characterized in that, is provided with heat insulation layer in described double-deck mesh sheet.
11. precast hollow slabs according to claim 9, is characterized in that, are provided with pipeline in described double-deck mesh sheet.
12. precast hollow slabs according to claim 11, is characterized in that, described pipe end is provided with junction box.
13. precast hollow slabs according to any one of claim 1 to 4, is characterized in that, described mesh sheet is provided with pipeline.
14. precast hollow slabs according to claim 13, is characterized in that, described pipe end is provided with junction box.
15. precast hollow slabs according to any one of claim 1 to 4, is characterized in that, described hollow device is be arranged on mesh sheet buries core pore-forming pipe, described in bury core pore-forming pipe and mesh sheet interfixes.
16. precast hollow slabs according to claim 15, is characterized in that, described in bury core pore-forming pipe and comprise body, described body is through hollow section, and outer surface of tube body is provided with at least one fin.
17. precast hollow slabs according to claim 16, is characterized in that, described fin is longitudinally arranged at tube surfaces.
18. precast hollow slabs according to claim 17, is characterized in that, described tube wall are provided with at least one transverse concave groove.
19. precast hollow slabs according to claim 17, is characterized in that, described formation structure is chamfering, inner corner trim or arc angle.
20. precast hollow slabs according to claim 16, is characterized in that, described fin is provided with positioner.
21. precast hollow slabs according to claim 20, is characterized in that, described positioner is groove.
22. precast hollow slabs according to claim 21, is characterized in that, described groove is into the large groove of young endoporus.
23. precast hollow slabs according to claim 16, is characterized in that, at least one end of described body is provided with enclosing cover, and body is closed into blind pipe or closed hollow pipe by described enclosing cover.
24. precast hollow slabs according to claim 23, is characterized in that, described enclosing cover end is provided with keeper, and described keeper is arranged at enclosing cover edge or cover bottom portion.
25. precast hollow slabs according to claim 16, is characterized in that, described fin is arranged on two relative faces of body.
26. precast hollow slabs according to claim 16, is characterized in that, described fin is arranged on four faces of body.
27. precast hollow slabs according to claim 16, is characterized in that, the material of described body is plastics, the fin global formation that described body and external surface thereof are arranged.
28. precast hollow slabs according to claim 25, is characterized in that, described fin shifts to install on relative two faces of body.
29. precast hollow slabs according to claim 16, is characterized in that, described body is also provided with striker plate.
30. precast hollow slabs according to claim 16, is characterized in that, described mesh sheet are provided with multiplely bury core pore-forming pipe, described in bury docked by fin between core pore-forming pipe spacing.
31. precast hollow slabs according to claim 30, is characterized in that, described top layer and/or bottom are layer of concrete.
32. precast hollow slabs according to claim 31, is characterized in that, described top layer and bottom separated or buried concrete through between core pore-forming pipe be communicated with by adjacent.
33. precast hollow slabs according to claim 31, is characterized in that, are provided with stiffener in described top layer and/or bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520772596.7U CN205153272U (en) | 2015-09-30 | 2015-09-30 | Prefabricated hollow slab |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520772596.7U CN205153272U (en) | 2015-09-30 | 2015-09-30 | Prefabricated hollow slab |
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| CN205153272U true CN205153272U (en) | 2016-04-13 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502977A (en) * | 2021-07-14 | 2021-10-15 | 陈琦 | Cast-in-place concrete PVC hollow tube wallboard |
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2015
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113502977A (en) * | 2021-07-14 | 2021-10-15 | 陈琦 | Cast-in-place concrete PVC hollow tube wallboard |
| CN113502977B (en) * | 2021-07-14 | 2022-12-06 | 芜湖宇培筑工科技有限公司 | Cast-in-place concrete PVC hollow tube wallboard |
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Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Denomination of utility model: Prefabricated hollow slab Granted publication date: 20160413 License type: Exclusive License Record date: 20171222 |
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Assignee: Zhongmin Zhuyou Technology Investment Co.,Ltd. Assignor: Zhongmin Zhuyou Co.,Ltd. Contract record no.: 2017430000027 Date of cancellation: 20180801 |
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Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co.,Ltd. Assignor: Zhongmin Zhuyou Technology Investment Co.,Ltd. Contract record no.: 2018430000023 Denomination of utility model: Prefabricated hollow slab Granted publication date: 20160413 License type: Common License Record date: 20190102 |
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