CN204435616U - Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure - Google Patents

Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure Download PDF

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Publication number
CN204435616U
CN204435616U CN201520014366.4U CN201520014366U CN204435616U CN 204435616 U CN204435616 U CN 204435616U CN 201520014366 U CN201520014366 U CN 201520014366U CN 204435616 U CN204435616 U CN 204435616U
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CN
China
Prior art keywords
fibrous plaster
gypsum plank
fibrous
double layer
base plate
Prior art date
Application number
CN201520014366.4U
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Chinese (zh)
Inventor
肖宁海
章亚
章伟
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肖宁海
章亚
章伟
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Application filed by 肖宁海, 章亚, 章伟 filed Critical 肖宁海
Priority to CN201520014366.4U priority Critical patent/CN204435616U/en
Application granted granted Critical
Publication of CN204435616U publication Critical patent/CN204435616U/en

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Abstract

The utility model provides a kind of truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure, comprise fibrous plaster panel arranged in parallel, fibrous plaster base plate, between described fibrous plaster base plate and fibrous plaster panel, several placing of reinforcement truss is set, be arranged in parallel between each placing of reinforcement truss, the top of described steel bar girder, bottom are inserted in fibrous plaster panel, fibrous plaster base plate also fixing respectively, form the cavity supported by steel bar girder between two fibrous plasters; The utility model solves in existing building construction technology the problem needing to remove using steel forms, decreases building operations operation simultaneously, substantially increases the assembled speed of wall form, improve efficiency of construction, reduces construct man-hour, construction cost; The non-dismantling formwork wall body structure intensity that the utility model provides is higher, fills any one filling materials for wall body in the cavity between two-layer fibrous plaster. a kind of Novel composite wall plate material can be formed.

Description

Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure

Technical field

The utility model relates to a kind of floor or wallboard of building construction, especially a kind of truss bars double layer fibre gypsum plank and non-dismantling formwork wall body structure.

Background technology

At present, modern high-rise building towers with surprising rapidity between city, closely related with the development and progression of modern architecture construction technology, wherein, using steel forms, in-situ concrete wall structure becomes the construction of main flow, it is simple that it has structure, assembling rapidly, easy to maintenance, save many advantages such as artificial, but adopt punching block as template system, punching block deadweight is larger, need large-scale lifting apparatus, cost is higher, punching block also needed to remove in the wall construction construction later stage, after removing punching block, metope also needs to carry out the secondary operations such as Puttying, working procedure is more, duration is longer, thus increase construction cost.

Utility model content

For solving the problem, the utility model provides a kind of truss bars double layer fibre gypsum plank and non-dismantling formwork wall body structure, do not use using steel forms, in the wall form of low cost, direct fluid concrete forms body of wall, without the need to stripping, can strength of wall body be improved on the one hand, reduce working procedure on the other hand, improve efficiency of construction, reducing the construction costs.

For achieving the above object, the utility model adopts following technical scheme:

A kind of truss bars double layer fibre gypsum plank, it is characterized in that, comprise fibrous plaster panel arranged in parallel, fibrous plaster base plate, between described fibrous plaster base plate and fibrous plaster panel, several placing of reinforcement truss is set, be arranged in parallel between each placing of reinforcement truss, the top of described steel bar girder, bottom are inserted in fibrous plaster panel, fibrous plaster base plate also fixing respectively, form the cavity supported by steel bar girder between two fibrous plasters.

Preferably, arrange steel fabric sheet or reinforced mesh in described fibrous plaster panel, fibrous plaster base plate, described steel fabric sheet or reinforced mesh are arranged on described fibrous plaster intralamellar part and cover the whole plate face of gypsum plank.

Preferably, arrange alkali-resistant glass fibre net in described fibrous plaster panel, fibrous plaster base plate, described alkali-resistant glass fibre net is arranged on described fibrous plaster intralamellar part and covers the whole plate face of described gypsum plank.

Preferably, the reinforcing bar in described steel bar girder is metal or nonmetal reinforcing bar.

Preferably, described nonmetal reinforcing bar is glass fiber reinforcing bar, basalt fibre reinforcing bar, carbon fiber reinforcing bar.

A kind of non-dismantling formwork wall body structure, comprises described truss bars double layer fibre gypsum plank, is supported in the cavity formed be furnished with wall steel bar and be filled with filler between two gypsum planks by steel bar girder.

Preferably, described filler is one or more mixing in ordinary concrete, self-compacting concrete, foam concrete, haydite concrete, granular polystyrene foam concrete, extruded polystyrene board, polystyrol plastic foam plate, polyurathamc.

Preferably, supported in the cavity formed by steel bar girder between described two gypsum planks and be laid with building fluid line.

The beneficial effects of the utility model are: the utility model needs the shortcoming of assembled formwork to be improved for in-situ concrete wall, do not use using steel forms template, adopt the integral mold plate that double layer fibre gypsum plank is set in steel bar girder both sides, steel bar girder and upper and lower two-layer fibrous plaster are poured into a mould in advance drawknot and be fixed to one, truss bars is as the steel tie of inside and outside double layer fibre gypsum plank, cavity is formed at the middle part of inside and outside double layer fibre gypsum plank, during construction, this formwork hoisting is in place to precalculated position, then wall steel bar is arranged in the cavities, lay the line and fluid concrete, namely reinforced concrete wall is formed after hardening of concrete, without the need to stripping, strength of wall body is higher simultaneously, this truss bars makes the permanent formwork of double layer fibre gypsum plank as in-situ concrete wall of ribs, decrease the working procedure of wall construction in building operations, substantially increase the assembled speed of in-situ concrete wall template, improve industrialization of construction industry level, improve efficiency of construction, reduce construct man-hour, construction cost, also can fill any existing known filling materials for wall body in cavity between two-layer fibrous plaster, thus form a kind of Novel composite wall plate material.

Accompanying drawing explanation

Fig. 1 is the truss bars double layer fibre gypsum plank side structure schematic diagram of the utility model embodiment;

Fig. 2 is the truss bars double layer fibre gypsum plank other direction side structure schematic diagram of the utility model embodiment;

Fig. 3 is the non-dismantling formwork wall plate structure schematic diagram of the utility model embodiment;

Fig. 4 is the another kind of structural representation of non-dismantling formwork wall plate structure of the utility model embodiment;

Fig. 5 is the construction method step figure of the non-dismantling formwork wall plate structure of the utility model embodiment.

Number in the figure:

1-fibrous plaster panel 2-steel bar girder 3-fibrous plaster base plate 4-steel fabric sheet 6-filler.

Detailed description of the invention

For enabling above-mentioned purpose of the present utility model, feature and advantage become apparent more, are described in detail detailed description of the invention of the present utility model below in conjunction with accompanying drawing.

Set forth a lot of detail in the following description so that fully understand the utility model, but the utility model can also adopt other to be different from alternate manner described here to implement, those skilled in the art can when doing similar popularization without prejudice to when the utility model intension, and therefore the utility model is by the restriction of following public specific embodiment.

Secondly, the utility model is described in detail in conjunction with schematic diagram, when describing the utility model embodiment in detail; for ease of explanation; the sectional drawing of indication device structure can be disobeyed general ratio and be made partial enlargement, and described schematic diagram is example, and it should not limit the scope of the utility model protection at this.In addition, the three-dimensional space of length, width and the degree of depth should be comprised in actual fabrication.

With reference to shown in Fig. 1, Fig. 2, the present embodiment provides a kind of truss bars double layer fibre gypsum plank, comprise fibrous plaster panel 1 arranged in parallel, fibrous plaster base plate 3, between described fibrous plaster base plate 3 and fibrous plaster panel 1, several placing of reinforcement truss 2 is set, be arranged in parallel between each placing of reinforcement truss 2, the top of described steel bar girder 2, bottom are inserted in fibrous plaster panel 1, fibrous plaster base plate 3 also fixing respectively, form the cavity supported by steel bar girder 2 between two fibrous plasters.

Concrete, several supports that described steel bar girder 2 should comprise crossbeam and be connected with crossbeam, described support arranges along crossbeam length direction, each cradle top and crossbeam are fixed, wherein, the crossbeam at described steel bar girder top is embedded in the fibrous plaster of adjacent side with it, corresponding, described steel bar girder is also embedded in described fibrous plaster also fixing relative to the frame bottom of the crossbeam other end, concrete described steel bar girder 2 also can comprise the base cross members bottom connection bracket, and described base cross members is embedded in gypsum plank jointly together with foot.

Further, steel wire or reinforced mesh 4 are set in described fibrous plaster panel 1, fibrous plaster base plate 3, described steel fabric sheet 4 is arranged on described fibrous plaster intralamellar part and covers the whole plate face of gypsum plank, and described reinforced mesh 4 plays fortifying fibre panel strength.

Further, described fibrous plaster panel 1, fibrous plaster base plate 3 also can arrange alkali-resistant glass fibre net, described alkali-resistant glass fibre net is arranged on described fibrous plaster intralamellar part and covers the whole plate face of described gypsum plank, also can play the effect of fortifying fibre panel strength.

Concrete, the reinforcing bar that described steel bar girder 2 uses can be metal or nonmetal reinforcing bar, and described nonmetal reinforcing bar mainly includes but are not limited to glass fiber reinforcing bar, basalt fibre reinforcing bar, carbon fiber reinforcing bar.

The utility model provides a kind of non-dismantling formwork wall body structure further, as Fig. 3, shown in Fig. 4, it comprises the truss bars double layer fibre gypsum plank provided in above-described embodiment, wherein, supported by steel bar girder between two gypsum planks in the cavity formed and be furnished with wall steel bar and be filled with filler 6, described filler 6 includes but are not limited to known all filling materials for wall body as ordinary concrete, self-compacting concrete, foam concrete, haydite concrete, granular polystyrene foam concrete, extruded polystyrene board, polystyrol plastic foam plate, polyurathamc etc., described filler 6 also can be one or more mixing in above-mentioned packing material.

Concrete, above-mentioned non-dismantling formwork wall body structure is by after shaping for prepackage truss bars double layer fibre gypsum plank lifting is mounted to precalculated position, supported by steel bar girder between described two gypsum planks in the cavity formed and be laid with building fluid line, arrange after wall steel bar, then carry out concrete casting injection forming.

As shown in Figure 5, the construction method of the non-dismantling formwork wall body structure that the present embodiment provides, comprises the steps:

Stp1: provide a kind of truss bars double layer fibre gypsum plank as wall form;

Stp2: described double layer fibre gypsum formwork hoisting is in place to designated floor position;

Stp3: carry out reinforcing bar binding and pipelining in the cavity between described double layer fibre gypsum plank;

Stp4: slab form and wall form abutting joint, floor bar is tied up and pipelining;

Stp5: determine that each parts paving location is accurate;

Stp6: concreting in cavity coagulation forming.

The utility model needs the shortcoming of assembled formwork to be improved for in-situ concrete wall, do not use using steel forms template, adopt the integral mold plate that double layer fibre gypsum plank is set in steel bar girder both sides, steel bar girder and upper and lower two-layer fibrous plaster are poured into a mould in advance drawknot and be fixed to one, truss bars is as the steel tie of inside and outside double layer fibre gypsum plank, cavity is formed at the middle part of inside and outside double layer fibre gypsum plank, during construction, this formwork hoisting is in place to precalculated position, then wall steel bar is arranged in the cavities, lay the line and fluid concrete, namely reinforced concrete wall is formed after hardening of concrete, without the need to stripping, strength of wall body is higher simultaneously, this truss bars makes the permanent formwork of double layer fibre gypsum plank as in-situ concrete wall of ribs, decrease the working procedure of wall construction in building operations, substantially increase the assembled speed of in-situ concrete wall template, improve industrialization of construction industry level, improve efficiency of construction, reduce construct man-hour, construction cost, also can fill any existing known filling materials for wall body in cavity between two-layer fibrous plaster, thus form a kind of Novel composite wall plate material.

Although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model.Any those of ordinary skill in the art, do not departing under technical solutions of the utility model ambit, the Method and Technology content of above-mentioned announcement all can be utilized to make many possible variations and modification to technical solutions of the utility model, or be revised as the Equivalent embodiments of equivalent variations.Therefore, every content not departing from technical solutions of the utility model, according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and modification, all still belongs in the scope of technical solutions of the utility model protection.

Claims (8)

1. a truss bars double layer fibre gypsum plank, it is characterized in that, comprise fibrous plaster panel arranged in parallel, fibrous plaster base plate, between described fibrous plaster base plate and fibrous plaster panel, several placing of reinforcement truss is set, be arranged in parallel between each placing of reinforcement truss, the top of described steel bar girder, bottom are inserted in fibrous plaster panel, fibrous plaster base plate also fixing respectively, form the cavity supported by steel bar girder between two fibrous plasters.
2. a kind of truss bars double layer fibre gypsum plank according to claim 1, it is characterized in that: arrange steel fabric sheet or reinforced mesh in described fibrous plaster panel, fibrous plaster base plate, described steel fabric sheet or reinforced mesh are arranged on described fibrous plaster intralamellar part and cover the whole plate face of gypsum plank.
3. a kind of truss bars double layer fibre gypsum plank according to claim 1, it is characterized in that: arrange alkali-resistant glass fibre net in described fibrous plaster panel, fibrous plaster base plate, described alkali-resistant glass fibre net is arranged on described fibrous plaster intralamellar part and covers the whole plate face of described gypsum plank.
4. a kind of truss bars double layer fibre gypsum plank according to claim 1, is characterized in that: the reinforcing bar in described steel bar girder is metal or nonmetal reinforcing bar.
5. a kind of truss bars double layer fibre gypsum plank according to claim 4, is characterized in that: described nonmetal reinforcing bar is glass fiber reinforcing bar, basalt fibre reinforcing bar, carbon fiber reinforcing bar.
6. a non-dismantling formwork wall body structure, is characterized in that, comprises the arbitrary described truss bars double layer fibre gypsum plank of claim 1-5, is supported in the cavity formed be furnished with wall steel bar and be filled with filler between two gypsum planks by steel bar girder.
7. a kind of non-dismantling formwork wall body structure according to claim 6; it is characterized in that, described filler is one or more mixing in foam concrete, haydite concrete, granular polystyrene foam concrete, extruded polystyrene board, polystyrol plastic foam plate, polyurathamc.
8. a kind of non-dismantling formwork wall body structure according to claim 6, is characterized in that, is supported in the cavity formed be laid with building fluid line between described two gypsum planks by steel bar girder.
CN201520014366.4U 2015-01-09 2015-01-09 Truss bars double layer fibre gypsum plank, non-dismantling formwork wall body structure CN204435616U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532990A (en) * 2015-01-09 2015-04-22 肖宁海 Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method
CN104929291A (en) * 2015-07-15 2015-09-23 长沙怡景建材科技有限公司 Magnesium oxysulfate steel bar truss board and manufacturing method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532990A (en) * 2015-01-09 2015-04-22 肖宁海 Truss steel bar double-layer gypsum fiberboard, disassembly-free formwork wall structure and construction method
CN104929291A (en) * 2015-07-15 2015-09-23 长沙怡景建材科技有限公司 Magnesium oxysulfate steel bar truss board and manufacturing method thereof
CN104929291B (en) * 2015-07-15 2017-10-24 长沙怡景建材科技有限公司 A kind of magnesium oxysulfide steel bar girder plate

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C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20150820

Address after: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha

Patentee after: Xiao Ninghai

Address before: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha

Patentee before: Xiao Ninghai

Patentee before: Zhang Ya

Patentee before: Zhang Wei

Effective date of registration: 20150820

Address after: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha

Patentee after: Xiao Ninghai

Address before: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha

Patentee before: Xiao Ninghai

Patentee before: Zhang Ya

Patentee before: Zhang Wei

C41 Transfer of patent application or patent right or utility model
ASS Succession or assignment of patent right

Free format text: FORMER OWNER: ZHANG YA ZHANG WEI

Effective date: 20150820

TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20200911

Address after: Room 2201, building F3, Lugu Yuyuan, No.27 Wenxuan Road, high tech Zone, Changsha City, Hunan Province

Patentee after: Hunan Lugu Construction Engineering Co., Ltd

Address before: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha

Patentee before: Xiao Ninghai