CN204475580U - Wall panel assembly and full prefabricated building - Google Patents

Wall panel assembly and full prefabricated building Download PDF

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Publication number
CN204475580U
CN204475580U CN201520025381.9U CN201520025381U CN204475580U CN 204475580 U CN204475580 U CN 204475580U CN 201520025381 U CN201520025381 U CN 201520025381U CN 204475580 U CN204475580 U CN 204475580U
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China
Prior art keywords
wallboard
plate
exterior
panel assembly
prestressing force
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CN201520025381.9U
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Chinese (zh)
Inventor
彭礼
王明兴
艾翔
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SHANGHAI TAIDA BUILDING TECHNOLOGY Co Ltd
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SHANGHAI TAIDA BUILDING TECHNOLOGY Co Ltd
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Abstract

The utility model provides a kind of wall panel assembly and full prefabricated building, comprising: prefabricated assembled exterior wall plate, floor, basis; Wherein, exterior wall plate adopts wall panel assembly; By connector between exterior wall plate, floor, basis, bolt connects.Its advantage is to make overall cooperation between each wallboard of composition body of wall, becomes the shear wall component that anti-side rigidity is very large, reaches the effect of resisting structure horizontal force; And exempt to establish cast-in-place band or on-the-spot grouting band in body of wall, improve building structure assemblingization degree further; Can labour be saved, shorten the house building duration widely, there is good anti-seismic performance, and the wallboard in house can reuse, can ex-situ reconstruction after dismounting.

Description

Wall panel assembly and full prefabricated building
Technical field
The utility model belongs to field of engineering technology, relates to a kind of full prefabrication and assembly construction house based on reinforced concrete member, is mainly applicable to low layer and multistoried building.
Background technology
Along with the raising of labor cost, industrialization of construction industry is the trend of Chinese architectural trade development.Present stage, construction cost is the principal element of restriction industrialization of construction industry development.The cost of prefabricated building agent structure forms primarily of the cost of wallboard, beam, post component, and wherein the cost ratio of side fascia is the highest.Traditional low multistoried building is mainly based on brick mix structure, reinforced concrete frame structure, light gauge steel structure.Wherein, there is poor seismic behavior in brick mix structure, and energy-efficient performance difference waits shortcomings to use fewer and feweri.Reinforced concrete frame structure mechanical property is better, but is unfavorable for fabricated construction.Light gauge steel structure house is low layer prefabricated building the most conventional at present, but because its manufacturing cost is far above traditional low-rise building structure, affects it and apply.
For reducing building structure cost, improve assembling rate and the speed of application in house, novel prefabricated costruction system needs to be proposed.
Utility model content
For above problem, the purpose of this utility model is the full prefabricated building proposing a kind of wall panel assembly and adopt this wall panel assembly, its each wallboard is whole plate along building height, and adopt the technology of the prestressed cable tensioning wallboard of conventional wallboard scheme of being different from, reach safe, practical, object that economy, duration are short.The utility model is mainly applicable to the house of low layer and multilayer, is particularly useful for villa or common private residence, to solve deficiency of the prior art.
The utility model provides a kind of wall panel assembly, comprises at least two panels monolithic wallboard and prestressing force assembly; Wherein, the relevant position of every sheet monolithic wallboard has the through hole of the both sides running through wallboard; Prestressing force assembly through through hole, is fixed at outermost wallboard successively.
The utility model provides a kind of wall panel assembly, can also have such feature: prestressing force assembly comprises prestressed cable and prestressing force anchor; Prestressed cable is through through hole, and prestressing force anchor is fixed at outermost wallboard.
The utility model provides a kind of wall panel assembly, can also have such feature: prestressing force assembly comprises presstressed reinforcing steel and prestressing force anchor; Presstressed reinforcing steel is through through hole, and prestressing force anchor is fixed at outermost wallboard.
The utility model provides a kind of wall panel assembly, can also have such feature: monolithic wallboard is solid concrete slab or hollowcore slab or cast-in-place superimposed sheet.
The utility model provides a kind of wall panel assembly, can also have such feature: monolithic wall-plate level scope is 1-4 layer height of house.
In addition, the utility model provides a kind of full prefabricated building, comprising: exterior wall plate, floor, basis; Wherein, exterior wall plate comprises at least two panels monolithic wallboard and prestressing force assembly; Wherein, the relevant position of every sheet monolithic wallboard has the through hole of the both sides running through wallboard; Prestressing force assembly through through hole, is fixed at outermost wallboard successively; Be bolted between exterior wall plate, floor, basis.
The utility model provides a kind of full prefabricated building, also comprises steel column, girder steel and interior wall plate, full prefabricated building are carried out compartition; Exterior wall plate, floor, basis, steel column, with bolts between girder steel and interior wall plate.
The utility model provides a kind of full prefabricated building, and can also have such feature: exterior wall plate has built-in fitting, built-in fitting and floor are bolted.
The beneficial effect of utility model
The full prefabricated building of the one that the utility model provides, can realize the higher levels of industrialization of construction industry of more traditional precast concrete house, can reduce construction cost, the reduction of erection time.
The full prefabricated building of the one that the utility model provides, adopt the prestressed cable different from conventional wallboard scheme by the technology of wallboard tensioning first, overall cooperation between each wallboard of composition body of wall can be made, become the shear wall component that anti-side rigidity is very large, reach the effect of resisting structure horizontal force; And exempt to establish cast-in-place band or on-the-spot grouting band in body of wall, improve building structure assemblingization degree further.
The full prefabricated building of the one that the utility model provides, due to prestressed existence, the possibility that wallboard is ftractureed reduces greatly, and makes the seam of the plate between wallboard and wallboard outward appearance can do seamless process.
The full prefabricated building of the one that the utility model provides, be not only applicable to 1 high layer by layer, be particularly useful for 2 ~ 4 floor heights, along the vertical continuous print wallboard of building structure height, Standard level can be improved, under the advantage making full use of structure opposing horizontal force, the house that need not utilize wallboard opposing horizontal force as tradition, (traditional prefabricated panel is 1 floor height in cast-in-situ concrete between each layer wallboard, general needs are cast-in-place or adopt in the mode of beam upper hanging plate, in the mode of beam upper hanging plate, then can not make full use of the performance of the opposing horizontal force of wallboard).
Accompanying drawing explanation
Fig. 1 is full prefabricated building structural plan arrangement diagram.
Fig. 2 is the A axle construction facade arrangement diagram of Fig. 1.
Fig. 3 is the top view of embodiment one deadlight assembly.
Fig. 4 is the E axle construction facade arrangement diagram of Fig. 1.
Fig. 5 is the C axle construction facade arrangement diagram of Fig. 1.
Fig. 6 is the d axle construction facade arrangement diagram of Fig. 1.
Fig. 7 is the I portion enlarged drawing of Fig. 6.
Fig. 8 is the II portion enlarged drawing of Fig. 6.
Fig. 9 is the top view of variation one deadlight assembly.
Figure 10 is the III portion enlarged drawing of Fig. 9.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is further described.
Embodiment one
Adopt full prefabricated building for prestressed cable tensioning wallboard, comprising: prefabricated assembled exterior wall plate 1, floor 2, basis 3; Lateral force is all born by exterior wall plate, and inner steel column only bears vertical force.Exterior wall plate 1 adopts wall assemblies.Floor also can adopt wall assemblies.
Full prefabricated building, also include prefabricated assembled a small amount of steel column 4, a small amount of girder steel 5 and interior wall plate 8, and can lay the compartment flexibly according to building using function.Interior wall plate 8 also can adopt wall assemblies.
Wall assemblies adopts prestressing force assembly 7 tensioning to form a monoblock wallboard by the prefabricated monolithic wallboard 6 of some modularizations.
The relevant position of every sheet monolithic wallboard 6 has the through hole 6-1 of the both sides running through wallboard.
Prestressing force assembly comprises prestressed cable 7-1 and prestressing force anchor 7-2.Prestressed cable 7-1 fixes at outermost wallboard 6 through through hole 6-1, prestressing force anchor 7-2.
As shown in Figure 3,4 monolithic wallboards 6 tile, and have prestressing force assembly 7 will connect into a monoblock wallboard.Exempt between exterior wall plate to establish cast-in-place band, each limb wallboard can be formed overall stressed.
Certainly, prestressed cable also can be presstressed reinforcing steel.
The height of exterior wall plate 1 according to actual floor needs, can be prepared into different story height.
Prefabricated monolithic wallboard 6 is concrete solid floor or cassette ceiling or cast-in-place superimposed sheet etc., establishes prestressed cable 7 by prefabricated panel 6 tensioning in board plane.The height of monolithic wallboard 6 according to actual floor needs, can be prepared into different story height; Namely the height of exterior wall plate 1 can need preparation according to actual floor.
Each exterior wall plate 1 is the whole plate of continuous print along building height.When number of floor levels is less than or equal to 4, a monoblock exterior wall plate 1 can be adopted.When number of floor levels is greater than 4, segmentation exterior wall plate 1 can be adopted.As when number of floor levels is 5, one piece of exterior wall plate Isosorbide-5-Nitrae ~ 5 layer are adopted to adopt one block of exterior wall plate 1 at 1 ~ 3 layer.Wallboard belongs to shear wall.Wallboard 1 can lay door and window hole when prefabricated.
Basis 3 and the floor 2 in house are prefabrication.Floor 2 can adopt concrete core unit or laminated floor slab, as considered the overall performance improving structure, also can adopt prestressed cable tensioning.In addition, basis also novelty can adopt prefabricated foundation.Polylith prefabricated foundation scene also can be spliced into whole plate base by prestressed cable by prefabricated foundation.
Between exterior wall plate 1 and exterior wall plate, between exterior wall plate and floor 2, between exterior wall plate and basis 3, between steel column 4 and steel column 4, between steel column 4 and girder steel 5, all connected by bolt 10 between all parts.
As shown in Figure 7, adopt between steel column 4 and girder steel 5 by bolt 10-1 realization connection.
As shown in Figure 8, adopt between wall face 1 and girder steel 5 by bolt 10-2 realization connection.Built-in fitting 11 is pre-in this wall face 1, by built-in fitting 11, wall face 1 and girder steel 5 is fixed together.Built-in fitting 11 generally adopts angle steel or L tee section as main material.All connect by realizing bolt 10 between all parts.
Covert example one
The arrangement mode of the monolithic wallboard 6 in wall assemblies 1 is different.The structure of miscellaneous part is identical with embodiment one, is just not described in detail.
As shown in Figure 9 and Figure 10, wall assemblies 1 comprises six monolithic wallboards 6; Wherein 4 monolithic wallboards, outermost 2 monolithic bodies of wall are vertical with neighboring walls, in an angle of 90 degrees.
Prestressed cable 7-1 is through vertical monolithic body of wall, and at the monolithic body of wall through 4 tilings, eventually pass through the monolithic body of wall that another sheet is vertical, prestressing force anchor 7-2 is fixed at two ends.
The above-mentioned description to embodiment can understand for ease of those skilled in the art and apply the utility model.Person skilled in the art obviously easily can make various amendment to these embodiments, and General Principle described herein is applied in other embodiments and need not through performing creative labour.Therefore, the utility model is not limited to embodiment here, and those skilled in the art, according to announcement of the present utility model, do not depart from improvement that the utility model category makes and amendment all should within protection domain of the present utility model.

Claims (8)

1. a wall panel assembly, is characterized in that: comprise at least two panels monolithic wallboard and prestressing force assembly;
Wherein, described in every sheet, the relevant position of monolithic wallboard has the through hole of the both sides running through described wallboard;
Described prestressing force assembly through described through hole, is fixed at outermost described wallboard successively.
2. wall panel assembly according to claim 1, is characterized in that:
Wherein, described prestressing force assembly comprises prestressed cable and prestressing force anchor; Described prestressed cable is through described through hole, and described prestressing force anchor is fixed at outermost described wallboard.
3. wall panel assembly according to claim 1, is characterized in that:
Wherein, described prestressing force assembly comprises presstressed reinforcing steel and prestressing force anchor; Described presstressed reinforcing steel is through described through hole, and described prestressing force anchor is fixed at outermost described wallboard.
4. wall panel assembly according to claim 1, is characterized in that:
Wherein, described monolithic wallboard is solid concrete slab or hollowcore slab or cast-in-place superimposed sheet.
5. wall panel assembly according to claim 1, is characterized in that:
Wherein, described monolithic wall-plate level scope is 1-4 layer height of house.
6. full prefabricated building, is characterized in that comprising: exterior wall plate, floor, basis;
Wherein, described exterior wall plate is for as the wall panel assembly in claim 1 to 5 as described in any one;
Be bolted between described exterior wall plate, described floor, described basis.
7. full prefabricated building according to claim 6, is characterized in that:
Also comprise steel column, girder steel and interior wall plate, full prefabricated building are carried out compartition;
Described exterior wall plate, described floor, described basis, described steel column, with bolts between described girder steel and described interior wall plate.
8. full prefabricated building according to claim 6, is characterized in that:
Wherein, described exterior wall plate has built-in fitting, and described built-in fitting and described floor are bolted.
CN201520025381.9U 2015-01-14 2015-01-14 Wall panel assembly and full prefabricated building Active CN204475580U (en)

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Publications (1)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756369A (en) * 2016-05-03 2016-07-13 三新房屋制造股份有限公司 Heat insulation and decoration integrated fabricated building with built-in structural framework and construction method thereof
CN109057524A (en) * 2018-08-10 2018-12-21 杭州泽通建筑节能新材料有限公司 The detachable whole fence structure of one kind and construction method
CN109183978A (en) * 2018-09-15 2019-01-11 吕小龙 A kind of module assembled energy conservation environment protection architecture

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105756369A (en) * 2016-05-03 2016-07-13 三新房屋制造股份有限公司 Heat insulation and decoration integrated fabricated building with built-in structural framework and construction method thereof
CN109057524A (en) * 2018-08-10 2018-12-21 杭州泽通建筑节能新材料有限公司 The detachable whole fence structure of one kind and construction method
CN109183978A (en) * 2018-09-15 2019-01-11 吕小龙 A kind of module assembled energy conservation environment protection architecture

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