CN205399760U - Prefabricated belted steel muscle wall body mould shell - Google Patents
Prefabricated belted steel muscle wall body mould shell Download PDFInfo
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- CN205399760U CN205399760U CN201620174202.2U CN201620174202U CN205399760U CN 205399760 U CN205399760 U CN 205399760U CN 201620174202 U CN201620174202 U CN 201620174202U CN 205399760 U CN205399760 U CN 205399760U
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Abstract
The utility model relates to a prefabricated belted steel muscle wall body mould shell belongs to the building material field. It includes the load bearing wall reinforcing bar, and load bearing wall reinforcing bar both sides are equipped with the internal mold and the external mold shell, interior side form shell forms for pea gravel concreten preparation establishes steel wire plain net I in, as the distributing bar of interior side form shell, establish steel wire plain net II in the lateral modes shell, steel wire plain net I, steel wire plain net II welding of load bearing wall reinforcing bar through slant splice bar and both sides be a whole formation rebar net rack, and the spiral cuff has been welded to the bottom of load bearing wall reinforcing bar. The utility model discloses the formwork is exempted from in the realization, and the form removal exempts from to whitewash, the utility model discloses greatly reduced the cost of labor, shortened the time limit for a project, the utility model discloses heat preservation has, and it is waterproof, give sound insulation, resist and split the shock -resistant effect of structure. The utility model discloses enable to reduce traditional plank sheathing quantity. The utility model discloses realization batch production production, convenient and fast shortens time of building construction greatly.
Description
Technical field
This utility model relates to a kind of prefabricated band reinforcing bar body of wall formwork, belongs to building material field.
Background technology
The plank sheathing that current Building Trade in China is commonly used exists timber makes consumption big, shortcoming not environmentally, and traditional construction technique human cost is significantly high, and assembly rate is low.
Summary of the invention
In order to overcome drawbacks described above, the purpose of this utility model is in that to provide a kind of prefabricated band reinforcing bar body of wall formwork, the effectively save timber resources of energy, cost of labor and reduction of erection time.
To achieve these goals, this utility model adopts the following technical scheme that
A kind of prefabricated band reinforcing bar body of wall formwork, it includes load bearing wall reinforcing bar, and load bearing wall reinforcing bar both sides are provided with inside and outside formwork；
Inner side formwork is that pea gravel concreten is made, and inside sets planar steel wire screen I, as the distributing bar of inner side formwork；
Planar steel wire screen II is set in the formwork of outside；
Load bearing wall reinforcing bar is welded as a whole formation bar frame by oblique dowel and the planar steel wire screen I of both sides, planar steel wire screen II, the bottom welding of load bearing wall reinforcing bar spiral cuff.
Further, outside formwork is formed with concrete pea gravel concreten layer by being incubated plate body；Or outside formwork is only made up of concrete pea gravel concreten layer.
Described bearing wall reinforcing bar, for the steel bar stress of main structure body, is connected as a single entity by prefabrication and formwork, eliminates the work of on-the-spot assembling reinforcement.
Described oblique dowel, is weldingly connected with the planar steel wire screen in bearing wall reinforcing bar and both sides formwork, plays the position-limiting action of formwork and reinforcing bar, and when walls concrete is built, will bear the lateral pressure produced when structural concrete is built.Oblique abdomen muscle can be " splayed configuration " can also be " X-type ".
Described insulation plate body is the construction material with heat insulation function, it is possible to be organic insulation material can also be inorganic heat insulation material.
Described spiral cuff region is the join domain of upper and lower reinforcing bar, and spiral cuff can together with the longitudinal reinforcement colligation of load bearing wall, it is also possible to weld together.
The beneficial effects of the utility model:
1, this utility model realizes exempting from formwork, form removal, exempts to whitewash；
2, this utility model greatly reduces cost of labor, shortens the duration；
3, this utility model has insulation, waterproof, sound insulation, cracking resistance, the effect of structural seismic.
4, this utility model can make minimizing Traditional Wood template consumption.
5, this utility model realizes factorial praluction, convenient and swift, is greatly shortened the time of architecture construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is this utility model decomposing schematic representation.
Fig. 3 is this utility model horizontal section schematic diagram.
Fig. 4 is this utility model longitudinal profile signal (without insulation).
Detailed description of the invention
It is described in detail below in conjunction with 1,2,3,4 pairs of this utility model of accompanying drawing:
A kind of prefabricated band reinforcing bar body of wall formwork, it includes load bearing wall reinforcing bar 1, and load bearing wall reinforcing bar 1 both sides are provided with inside and outside formwork；
Inner side formwork 2 is made for pea gravel concreten, inside sets planar steel wire screen I 7, as the distributing bar of inner side formwork 2；
Planar steel wire screen II 5 is set in the formwork of outside；
Load bearing wall reinforcing bar 1 is welded as a whole formation bar frame by oblique dowel 6 and the planar steel wire screen I 7 of both sides, planar steel wire screen II 5, the bottom welding of load bearing wall reinforcing bar 1 spiral cuff 8.
Outside formwork is formed with concrete pea gravel concreten layer 3 by being incubated plate body 4；Or outside formwork is only made up of concrete pea gravel concreten layer 3.
Claims (2)
1. a prefabricated band reinforcing bar body of wall formwork, it is characterised in that: it includes load bearing wall reinforcing bar (1), and load bearing wall reinforcing bar (1) both sides are provided with inside and outside formwork；
Inner side formwork (2) is made for pea gravel concreten, inside sets planar steel wire screen I (7), as the distributing bar of inner side formwork (2)；
Planar steel wire screen II (5) is set in the formwork of outside；
Load bearing wall reinforcing bar (1) is welded as a whole formation bar frame by oblique dowel (6) and the planar steel wire screen I (7) of both sides, planar steel wire screen II (5), the bottom welding of load bearing wall reinforcing bar (1) spiral cuff (8).
2. prefabricated band reinforcing bar body of wall formwork according to claim 1, it is characterised in that: outside formwork is formed with concrete pea gravel concreten layer (3) by being incubated plate body (4)；Or outside formwork is only made up of concrete pea gravel concreten layer (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620174202.2U CN205399760U (en) | 2016-03-08 | 2016-03-08 | Prefabricated belted steel muscle wall body mould shell |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620174202.2U CN205399760U (en) | 2016-03-08 | 2016-03-08 | Prefabricated belted steel muscle wall body mould shell |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205399760U true CN205399760U (en) | 2016-07-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620174202.2U Active CN205399760U (en) | 2016-03-08 | 2016-03-08 | Prefabricated belted steel muscle wall body mould shell |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205399760U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604221A (en) * | 2016-03-08 | 2016-05-25 | 万保金 | Preformed wall formwork with steel bars |
| CN107023161A (en) * | 2017-06-06 | 2017-08-08 | 上海应用技术大学 | A kind of prefabricated band reinforcing bar ribbing shear wall formwork and its construction method |
| CN109403518A (en) * | 2018-12-11 | 2019-03-01 | 上海宝岳住宅工业有限公司 | A kind of Double-side laminated co-clip heart heat-insulation wall plate waterproofing node construction and its installation method |
-
2016
- 2016-03-08 CN CN201620174202.2U patent/CN205399760U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604221A (en) * | 2016-03-08 | 2016-05-25 | 万保金 | Preformed wall formwork with steel bars |
| CN107023161A (en) * | 2017-06-06 | 2017-08-08 | 上海应用技术大学 | A kind of prefabricated band reinforcing bar ribbing shear wall formwork and its construction method |
| CN109403518A (en) * | 2018-12-11 | 2019-03-01 | 上海宝岳住宅工业有限公司 | A kind of Double-side laminated co-clip heart heat-insulation wall plate waterproofing node construction and its installation method |
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