CN204531154U - Steel bar girder gypsum plank and novel floor support plate - Google Patents
Steel bar girder gypsum plank and novel floor support plate Download PDFInfo
- Publication number
- CN204531154U CN204531154U CN201520014310.9U CN201520014310U CN204531154U CN 204531154 U CN204531154 U CN 204531154U CN 201520014310 U CN201520014310 U CN 201520014310U CN 204531154 U CN204531154 U CN 204531154U
- Authority
- CN
- China
- Prior art keywords
- gypsum board
- truss
- steel bar
- steel
- floor
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 229910052602 gypsum Inorganic materials 0.000 title claims abstract description 44
- 239000010440 gypsum Substances 0.000 title claims abstract description 44
- 238000009415 formwork Methods 0.000 claims abstract description 7
- 239000000835 fiber Substances 0.000 claims abstract 11
- 239000002585 base Substances 0.000 claims description 13
- 239000003513 alkali Substances 0.000 claims description 6
- 239000003365 glass fiber Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 abstract description 10
- 230000002787 reinforcement Effects 0.000 abstract description 8
- 238000009434 installation Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 2
- 239000011505 plaster Substances 0.000 description 28
- 238000010586 diagram Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000004744 fabric Substances 0.000 description 4
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 238000004513 sizing Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 208000034189 Sclerosis Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
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- Building Environments (AREA)
Abstract
本实用新型提供一种钢筋桁架石膏板以及新型楼承板，包括纤维石膏板制成的底板及在底板上方设置的数排钢筋桁架，每排钢筋桁架之间均相互平行；本实用新型针对钢筋桁架楼承板的缺点加以改进，将压型钢板采用纤维石膏板替代，桁架钢筋一次性浇注在纤维石膏板中，形成桁架钢筋与纤维石膏板共同受力的纤维石膏模板，施工时直接将定型的纤维石膏模板吊装至指定楼层，捆扎钢筋、铺设管线后直接进行混凝土浇注，节省了施工过程中零部件的安装时间，提高了楼板结构的防火性能，另外本实用新型的楼承板施工过程中无需对钢筋桁架及底部模板进行拆除，钢筋桁架作为楼板整体的一部分，提高了楼板整体强度。
The utility model provides a steel bar truss gypsum board and a new type of floor bearing board, including a bottom plate made of fiber gypsum board and several rows of steel bar trusses arranged above the bottom plate, and each row of steel bar trusses is parallel to each other; The shortcomings of the truss floor deck are improved, and the profiled steel plate is replaced by fiber gypsum board. The truss reinforcement is cast in the fiber gypsum board at one time to form a fiber gypsum formwork that is jointly stressed by the truss reinforcement and the fiber gypsum board. The fiber gypsum formwork is hoisted to the designated floor, and the concrete is poured directly after binding the steel bars and laying the pipeline, which saves the installation time of parts during the construction process and improves the fire performance of the floor structure. There is no need to dismantle the steel truss and the bottom formwork, and the steel truss is an integral part of the floor, which improves the overall strength of the floor.
Description
Technical field
The utility model relates to a kind of floor or wallboard of building construction, especially a kind of steel bar girder gypsum plank, take fibrous plaster as the new reinforcing steel bar truss floor support plate of base plate.
Background technology
At present, in the builing industry construction of China, steel bar truss floor support plate application is more and more general, compared to common contour plate, owing to there being truss support during steel bar truss floor support plate construction, temporary support demand is less, temporary fixed easy during laying, dynamo-electric line, pipe adds conveniently, therefore installation is faster, save a lot of cost of labor, but the price of reinforcement bar truss mould plate is higher, the more common contour plate of construction method is also much more difficult, binding reinforcing bars is also more difficult, and the steel bar truss floor support plate of prior art is mostly by adopting profiled sheet to make bed die, need to remove in housing construction, also need after dismounting to carry out secondary operations to floor, thus increase construction cost.
Utility model content
For solving the problem, the utility model provides a kind of steel bar girder gypsum plank and novel floor support plate, is combined by fibrous plaster with truss bars, and the two is jointly stressed, eliminate the problem that template needs to remove, also substantially increase the fireproof performance of floor slab structure simultaneously.
For achieving the above object, the utility model adopts following technical scheme: a kind of steel bar girder gypsum plank, comprises the base plate that fibrous plaster is made and the several placing of reinforcement truss arranged above base plate, parallel mutually between every placing of reinforcement truss.
Preferably, several supports that described steel bar girder comprises crossbeam and is connected with crossbeam, described support is along the arrangement of crossbeam length direction, and each cradle top and crossbeam are fixed, and described frame bottom is inserted and secured in fibrous plaster.
Preferably, described support extends to form the symmetrical foot be inserted and secured in fibrous plaster to both sides from top.
Preferably, comprise steel fabric sheet or reinforced mesh, described steel fabric sheet or reinforced mesh are arranged on described fibrous plaster intralamellar part and cover the whole plate face of described gypsum plank.
Preferably, comprise 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.
Preferably, spaced set between described steel bar girder.
A kind of novel floor support plate, comprise by described steel bar girder gypsum plank, above-mentioned steel bar girder gypsum plank, as template, after described steel bar girder gypsum plank carries out reinforcing bar binding, pipe installation, the steel bar girder of described steel bar girder gypsum plank has built concrete.
The beneficial effects of the utility model are: the utility model is improved for the shortcoming of steel bar truss floor support plate, fibrous plaster is adopted to substitute profiled sheet, truss bars disposal pouring is in fibrous plaster, form truss bars and the jointly stressed fibrous plaster template of fibrous plaster, during construction directly by sizing fibrous plaster formwork hoisting to designated floor, wiretie, directly pouring concrete is carried out after pipeline installation, save the set-up time of component in work progress, improve the fireproof performance of floor slab structure, in addition in floor support plate work progress of the present utility model without the need to removing steel bar girder and bottom template, steel bar girder is as floor part of the whole, improve floor bulk strength.
Accompanying drawing explanation
Fig. 1 is the plan structure schematic diagram of the utility model embodiment;
Fig. 2 is the side structure schematic diagram of the utility model embodiment;
Fig. 3 is the side structure schematic diagram of the other direction of the utility model embodiment;
Fig. 4 is the utility model embodiment form of construction work flow chart.
Number in the figure:
1-steel bar girder 2-base plate 11-support 12-crossbeam.
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.
As shown in Figure 1-Figure 3, the utility model specific embodiment provides a kind of steel bar girder gypsum plank, comprise the base plate 2 that fibrous plaster is made and the several placing of reinforcement truss 1 just arranged on a base plate 2, parallel mutually between every placing of reinforcement truss 1, several supports 11 that described steel bar girder 1 comprises crossbeam 12 and is connected with crossbeam 12, described support 11 is along the arrangement of crossbeam 12 length direction, and each support 11 top and crossbeam 12 are fixed, and are inserted and secured in fibrous plaster base plate 2 bottom described support 11.
Concrete, as shown in Figure 1 and Figure 2, described support 11 extends to form the symmetrical foot be inserted and secured in fibrous plaster base plate 2 to both sides from top, width along described crossbeam 12 forms symmetrical foot, length direction along crossbeam 12 forms symmetrical foot, form metastable ribs, steel bar girder and fibrous plaster are combined, jointly stressed, concrete described steel bar girder 1 also can comprise the base cross members (not shown) connecting foot, and described base cross members is embedded in gypsum plank jointly together with foot.
Further, in fibrous plaster in the present embodiment, steel fabric sheet or reinforced mesh (not shown) also can be set, described steel fabric sheet or reinforced mesh are arranged on described fibrous plaster intralamellar part and cover the whole plate face of described gypsum plank, promote the bulk strength of fibrous plaster further.
Further, fibrous plaster in the present embodiment also can arrange alkali-resistant glass fibre net (not shown), described alkali-resistant glass fibre net is arranged on described fibrous plaster intralamellar part and covers the whole plate face of described gypsum plank, promotes the bulk strength of fibrous plaster further.
It should be noted that; described steel bar girder in the present embodiment also can adopt steel bar girder structure of the prior art; described steel bar girder needs spaced set when arranging on fibrous plaster; to ensure each position, plate face uniform force; simultaneously; the steel bar girder structure of unequal-interval also should belong to protection domain of the present utility model; the steel bar girder structure used in the utility model is in addition not limited only to above-mentioned steel bar girder structure, and all steel bar girder structures of the prior art all can be applicable in the utility model to realize goal of the invention of the present utility model.
Further, the present embodiment provides a kind of novel floor support plate, comprise described steel bar girder gypsum plank, use described steel bar girder gypsum plank as base plate template, after described steel bar girder gypsum plank carries out reinforcing bar binding, pipe installation, the steel bar girder of described steel bar girder gypsum plank has built concrete, and when eliminating the construction of common floor support plate, profiled sheet bed die needs the problem of removing, simultaneously fibrous plaster add the fireproof performance also substantially increasing floor slab structure.
The construction method of the novel floor support plate of kind of the present embodiment, comprises the steps:
Stp1: provide and use steel bar girder to make the fibrous plaster of ribs as template;
Stp2: set up falsework and described fibrous plaster formwork hoisting is in place to designated floor position, described steel bar girder gypsum plank is installed one of steel bar girder and is faced up;
Stp3: carry out reinforcing bar binding and pipe installation on described steel bar girder gypsum plank;
Stp4: cheek board is in place, determine that each parts paving location is accurate;
Stp5: concreting coagulation forming.
Novel floor support plate of the present utility model, permanent exempting from is adopted to tear steel bar girder fibrous plaster template open, pouring reinforcement concrete thereon, after cast-in-situ concrete sclerosis, the fibrous plaster making ribs with truss bars is not removed, it is together with cast-in-situ floor, jointly bear external loads, thus become a part for the floor of building, avoid binding reinforcing bars difficulty, steel plate formwork needs to remove, after pouring concrete sizing, after stripping, floor leaves the problems such as hole gap, without the need to carrying out secondary operations to floor after pouring concrete sizing, speed of application is fast, fireproof performance is strong.
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 (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520014310.9U CN204531154U (en) | 2015-01-09 | 2015-01-09 | Steel bar girder gypsum plank and novel floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520014310.9U CN204531154U (en) | 2015-01-09 | 2015-01-09 | Steel bar girder gypsum plank and novel floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204531154U true CN204531154U (en) | 2015-08-05 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520014310.9U Expired - Lifetime CN204531154U (en) | 2015-01-09 | 2015-01-09 | Steel bar girder gypsum plank and novel floor support plate |
Country Status (1)
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| CN (1) | CN204531154U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631695A (en) * | 2015-01-09 | 2015-05-20 | 肖宁海 | Steel bar truss gypsum board, novel floor support plate and construction method of novel floor support plate |
| CN107816166A (en) * | 2017-11-22 | 2018-03-20 | 上海迅铸建筑科技有限公司 | One kind building combined wall board |
| CN109113246A (en) * | 2018-07-25 | 2019-01-01 | 深圳市君盈建筑科技有限公司 | A kind of steel bar truss floor structure |
| CN115226652A (en) * | 2022-06-06 | 2022-10-25 | 扬州大学 | A kind of light house for poultry breeding and construction method thereof |
| CN116177980A (en) * | 2023-03-21 | 2023-05-30 | 贵州时星绿建科技有限公司 | Phosphogypsum-based reinforced truss floor slab without demolition bottom form and its manufacturing method |
-
2015
- 2015-01-09 CN CN201520014310.9U patent/CN204531154U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631695A (en) * | 2015-01-09 | 2015-05-20 | 肖宁海 | Steel bar truss gypsum board, novel floor support plate and construction method of novel floor support plate |
| CN107816166A (en) * | 2017-11-22 | 2018-03-20 | 上海迅铸建筑科技有限公司 | One kind building combined wall board |
| CN109113246A (en) * | 2018-07-25 | 2019-01-01 | 深圳市君盈建筑科技有限公司 | A kind of steel bar truss floor structure |
| CN115226652A (en) * | 2022-06-06 | 2022-10-25 | 扬州大学 | A kind of light house for poultry breeding and construction method thereof |
| CN115226652B (en) * | 2022-06-06 | 2023-08-22 | 扬州大学 | A light-weight house for poultry breeding and its construction method |
| CN116177980A (en) * | 2023-03-21 | 2023-05-30 | 贵州时星绿建科技有限公司 | Phosphogypsum-based reinforced truss floor slab without demolition bottom form and its manufacturing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: ZHANG YA ZHANG WEI Effective date: 20150821 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150821 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 |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201203 Address after: Room 1204, building C4, Lugu Yuyuan, No.27 Wenxuan Road, high tech Development Zone, Changsha City, Hunan Province Patentee after: Hunan Haixing Housing Industry Co.,Ltd. Address before: 001, 049, 410000 Ma Ma Wan Road, South Road, Yuhua District, Hunan, Changsha Patentee before: Xiao Ninghai |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150805 |