CN1168882C - Construction process of concrete floor slab with steel wire net - Google Patents
Construction process of concrete floor slab with steel wire net Download PDFInfo
- Publication number
- CN1168882C CN1168882C CNB011387165A CN01138716A CN1168882C CN 1168882 C CN1168882 C CN 1168882C CN B011387165 A CNB011387165 A CN B011387165A CN 01138716 A CN01138716 A CN 01138716A CN 1168882 C CN1168882 C CN 1168882C
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- Prior art keywords
- steel wire
- space truss
- wire net
- wire space
- construction
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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 - Fee Related
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Abstract
The present invention discloses a construction technique for buildings, particularly a construction method for a folded concrete floor plate with a steel wire space truss, which comprises the following procedures: supporting a steel wire space truss; arranging steel bars above or inside the steel wire space truss; pouring concrete into the steel bars above the steel wire space truss; curing the concrete; removing a support of the steel wire space truss. The trussed steel wire space truss has the advantages of strong bending strength, light weight and large span; therefore, a large number of support members can be saved, support points can be arranged only in the middle and on the ends of the steel wire space truss, and the construction technique has the advantages of reduced labour intensity, reduced construction device, reduced workload, simple and easy operation, saved human and material resource, lowered construction cost and shortened construction period. The steel wire space truss presents a trussed structure, and polystyrene foamed plastic boards are arranged inside the steel wire space truss; therefore, the concrete floor plate can be folded into an integral structure after treated by pouring concrete, and the floor plate has higher strength, reinforced rigidity and better sound isolation and heat insulation effects.
Description
Technical field: the invention belongs to a kind of construction techniques, particularly a kind of construction process of concrete floor slab with steel wire net.
Background technology: well-known, construction technology directly influences the quality of construction quality.At present in the process of building a building, construction to floor mainly contains following method: prior prefabricated hollow floor, when wall is built certain altitude by laying bricks or stones, prefabricated cassette ceiling lifting is taken on the wall, the block-by-block floor merges forms whole floor, this job practices is fairly simple, but globality is not strong, the shock resistance extreme difference.In order to address this problem, the whole floor cast in situs of the employing that has mode, to be combined into slab form by a plurality of steel form support group earlier, above the template behind the spelling, arrange reinforcing bar again, concreting then, after the health, remove and support and steel form, this job practices complexity, troublesome poeration, workload is big, and every fritter template all needs to support during the spelling template, and support member is various, be commonly called as the form of construction work of " all round victory " hand bracket, have a strong impact on construction speed, waste great amount of manpower and material resources, construction cost height.
Summary of the invention: the purpose of this invention is to provide fast, the simple to operate workload of a kind of speed of application little, save human and material resources, construction process of concrete floor slab with steel wire net that construction cost is low.
Technical solution of the present invention is: the superimposed concrete building platen of a kind of steel wire net rack job practices, it comprises the steps:
A, supporting steel wire rack;
B, above steel wire net rack, arrange floor bar by designing requirement;
C, build floorslab concrete to steel wire net rack top;
D, health;
E, the support of removing steel wire net rack and supporting pad.
Be provided with the benzene plate in the described steel wire net rack.
Described steel wire net rack is the many rods truss with equilateral triangle mesh by the high tensile steel wire welding.
The present invention compared with prior art has following beneficial effect: because truss-like steel wire net rack bending resistance is strong, in light weight, span is big, therefore can economize a large amount of support members, only at the middle part, the end establishes the strong point and gets final product, so labour intensity is low, reduce construction equipment, workload reduces, and is simple and easy to operate, saves human and material resources, construction cost reduces, the reduction of erection time.Because steel wire net rack is trussed construction, it is stupid plate that its inside is provided with polystyrol plastic foam plate, builds the back concrete floor and is built up overall structure, and floor strength, rigidity are strengthened, and sound isolation of floor, heat insulation effect are better.
Description of drawings: Fig. 1 is a concrete floor slab with steel wire net construction schematic diagram of the present invention.
The specific embodiment: as shown in the figure, 1 is body of wall, and body of wall is arranged reinforcing bar by designing requirement.When body of wall 1 reaches the requirement height, use earlier and support 2 steel wire net rack 3 horizontal supports, because steel wire net rack 3 spans are bigger, and in light weight, be trussed construction, bending resistance is strong, thus only need to get final product in several main positions supports, as middle part, end etc.Described steel wire net rack 3 is to be welded into trussed construction by the high-tensile steel wires point, has the equilateral triangle mesh, and there is cylinder lever connecting rod 7 centre.Being provided with polystyrol plastic foam plate in the middle of truss-like steel wire net rack 3 is benzene plate 4.The benzene expanded metals frame that adopts this kind structure is arranged in building masonry wall at present.Described support 2 can be selected steel pipe or other pole for use, is establishing pad 5 with the steel wire net rack contact position, to increase Area of bearing.After support finishes, above steel wire net rack 3, control floor bar by the body design requirement again, the 3rd step was built floorslab concrete to steel wire net rack 3 tops, carried out health by design, body of wall 1, steel wire net rack 3 can be built and be frozen into an integral body.Remove support 2 and supporting pad 5 at last and get final product, the floor and the body of wall of band steel wire net rack constitute overall structure.Easy construction do not need to have enough to meet the need steel form and support member in a large number, and floor is firm, improves construction quality.
Claims (4)
1, a kind of construction process of concrete floor slab with steel wire net, it comprises the steps:
A, supporting steel wire rack (3);
B, arrange floor bar by designing requirement in steel wire net rack (3) top;
C, build floorslab concrete to steel wire net rack (3) top;
D, health;
E, the support (2) of removing steel wire net rack (3) and supporting pad (5).
2, construction process of concrete floor slab with steel wire net according to claim 1 is characterized in that: described steel wire net rack (3) is used as the template of concrete floor.
3, construction process of concrete floor slab with steel wire net according to claim 1 is characterized in that: be provided with benzene plate (4) in the described steel wire net rack (3).
4, construction process of concrete floor slab with steel wire net according to claim 1 and 2 is characterized in that: described steel wire net rack (3) is the many rods truss with equilateral triangle mesh by the high tensile steel wire welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB011387165A CN1168882C (en) | 2001-11-24 | 2001-11-24 | Construction process of concrete floor slab with steel wire net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB011387165A CN1168882C (en) | 2001-11-24 | 2001-11-24 | Construction process of concrete floor slab with steel wire net |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1348043A CN1348043A (en) | 2002-05-08 |
| CN1168882C true CN1168882C (en) | 2004-09-29 |
Family
ID=4674686
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB011387165A Expired - Fee Related CN1168882C (en) | 2001-11-24 | 2001-11-24 | Construction process of concrete floor slab with steel wire net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1168882C (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101294431B (en) * | 2007-09-06 | 2011-07-06 | 杨峰 | Construction method for steel-concrete composite truss floor |
| CN105064720B (en) * | 2015-07-21 | 2017-05-17 | 中铁城建集团南昌建设有限公司 | Self-supporting steel bar truss floor support plate support structure |
| CN109653376A (en) * | 2019-01-31 | 2019-04-19 | 重庆大学 | A kind of high-performance is greatly across heavily loaded multistory industrial buildings fabricated construction system |
| CN113202229B (en) * | 2021-05-11 | 2023-03-17 | 内蒙古工业大学 | Combined fitting for in-situ concrete 3-D printing horizontal bearing component and preparation method |
-
2001
- 2001-11-24 CN CNB011387165A patent/CN1168882C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1348043A (en) | 2002-05-08 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: DALIAN JIN GUANG CONSTRUCTION GROUP CO., LTD. Free format text: FORMER OWNER: WANG LIJIU Effective date: 20090911 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20090911 Address after: Dalian, Dalian, Liaoning, Guangdong Province, Xigang New Construction Group Co., Ltd., 89, zip code: 116011 Patentee after: Dalian Jinguang Construction Group Co., Ltd. Address before: Dalian 2, Ling Gong Road, Shahekou District, Liaoning Province: 116024 Co-patentee before: Cao Mingli Patentee before: Wang Li Long |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20040929 Termination date: 20201124 |
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| CF01 | Termination of patent right due to non-payment of annual fee |