CN105113667A - Prefabricated steel bar truss wall mould shell - Google Patents
Prefabricated steel bar truss wall mould shell Download PDFInfo
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- CN105113667A CN105113667A CN201510581498.XA CN201510581498A CN105113667A CN 105113667 A CN105113667 A CN 105113667A CN 201510581498 A CN201510581498 A CN 201510581498A CN 105113667 A CN105113667 A CN 105113667A
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- concrete
- steel bar
- concrete blinding
- reinforcing bar
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Abstract
The invention relates to a prefabricated steel bar truss wall mould shell and belongs to the field of building materials. The prefabricated steel bar truss wall mould shell comprises concrete mould shells arranged on two sides of a load bearing wall, wherein flat steel bar meshes are arranged in the concrete mould shells arranged on two sides and are used as constructional steel bars of the load bearing wall and the concrete mould shells; the flat steel bar meshes are in welded connection with each other through obliquely inserted steel bars to form a steel bar truss; the flat steel bar meshes bend and stretch out of the concrete mould shells at two ends of the mould shells; a heat preservation board is attached to one side of one concrete mould shell; a concrete protection layer is attached to the outer side of the heat preservation board; the corresponding concrete mould shell, the heat preservation board and the concrete protection layer are connected to be a whole body through a steel wire mesh frame; bayonets are formed in the two ends of the concrete mould shells; and the bayonets are convenient to splice.
Description
Technical field
The present invention relates to a kind of precast reinforced truss body of wall formwork, belong to building material field.
Background technology
The construction work quantity of China is constantly increasing, this is mainly in order to give resident one more comfortable living environment, and when building operations, wooden form is one of required accessory, mainly plays certain fixation in the building-up work of building.
Wooden form is comparatively permanent as the use history of building form, its be mainly applicable to the backform of various highrise building, wall mould, beam column mould, balcony template, without application such as basket superbright face clear water concrete clay model plates.
Summary of the invention
In order to overcome above-mentioned defect, a kind of precast reinforced truss body of wall formwork is the object of the present invention is to provide can effectively to save timber resources and cost of labor.
To achieve these goals, the present invention adopts following technical scheme:
A kind of precast reinforced truss body of wall formwork, it comprises the concrete blinding of the both sides of load bearing wall, is provided with the distributing bar that reinforcing bar plain net is bearing wall and concrete blinding in the concrete blinding of both sides;
The reinforcing bar plain net of both sides is connected by oblique cutting reinforcement welding, and form steel bar girder, reinforcing bar plain net stretches out concrete blinding at formwork two ends place elbow;
The side of concrete blinding is with insulation plate body, and the external side of warming plate is with concrete shield;
Concrete blinding, insulation plate body and concrete shield are connected as a single entity by steel wire net rack, and concrete blinding two ends are provided with bayonet socket.Bayonet socket is convenient to splicing.
Oblique cutting reinforcing bar is " triangle " type or " X " type.
Described oblique cutting connecting reinforcement can be " triangular form " can be also " X font ", in order to ensure that both sides formwork relative displacement does not occur.
Described body of wall formwork is a part for bearing wall, when body of wall is built, bear the lateral pressure produced when structural concrete is built.
Described insulation plate body is the constructional materials with heat insulation function, can be organic insulation material also can be inorganic heat insulation material.
Beneficial effect of the present invention:
1, the present invention realizes exempting from formwork, form removal, exempts to whitewash;
2, the present invention reduces disaster hidden-trouble;
3, the present invention has insulation, waterproof, sound insulation, cracking resistance, the effect of structural seismic;
4, the present invention can make minimizing Traditional Wood template consumption;
5, the present invention realizes factorial praluction, convenient and swift, greatly shortens the time of architecture construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is decomposition texture schematic diagram of the present invention;
Fig. 3 is using state schematic diagram of the present invention (X font);
Fig. 4 is generalized section of the present invention;
Fig. 5 is generalized section of the present invention (X font).
Detailed description of the invention
Describe the present invention below in conjunction with accompanying drawing:
A kind of precast reinforced truss body of wall formwork, it comprises the concrete blinding 1 of the both sides of load bearing wall, is provided with the distributing bar that reinforcing bar plain net 2 is bearing wall and concrete blinding 1 in both sides concrete blinding 1;
The reinforcing bar plain net 2 of both sides is weldingly connected by oblique cutting reinforcing bar 3, and form steel bar girder, reinforcing bar plain net 2 stretches out concrete blinding 1 at formwork two ends place elbow;
The side of concrete blinding 1, with insulation plate body 4, has concrete shield 5 outside insulation plate body 4;
Concrete blinding 1, insulation plate body 4 are connected as a single entity by steel wire net rack 6 with concrete shield 5, and concrete blinding 1 two ends are provided with bayonet socket 7.
Oblique cutting reinforcing bar 3 is " triangle " type or " X " type.
Claims (2)
1. a precast reinforced truss body of wall formwork, is characterized in that: it comprises the concrete blinding (1) of the both sides of load bearing wall, is provided with the distributing bar that reinforcing bar plain net (2) is bearing wall and concrete blinding (1) in both sides concrete blinding (1);
The reinforcing bar plain net (2) of both sides is weldingly connected by oblique cutting reinforcing bar (3), and form steel bar girder, reinforcing bar plain net (2) stretches out concrete blinding (1) at formwork two ends place elbow;
The side of concrete blinding (1) is with insulation plate body (4), and insulation plate body (4) outside is with concrete shield (5);
Concrete blinding (1), insulation plate body (4) are connected as a single entity by steel wire net rack (6) with concrete shield (5), and concrete blinding (1) two ends are provided with bayonet socket (7).
2. precast reinforced truss body of wall formwork according to claim 1, is characterized in that: oblique cutting reinforcing bar (3) is " triangle " type or " X " type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510581498.XA CN105113667A (en) | 2015-09-15 | 2015-09-15 | Prefabricated steel bar truss wall mould shell |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510581498.XA CN105113667A (en) | 2015-09-15 | 2015-09-15 | Prefabricated steel bar truss wall mould shell |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105113667A true CN105113667A (en) | 2015-12-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510581498.XA Pending CN105113667A (en) | 2015-09-15 | 2015-09-15 | Prefabricated steel bar truss wall mould shell |
Country Status (1)
| Country | Link |
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| CN (1) | CN105113667A (en) |
Cited By (5)
| 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 |
| CN106522411A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Concrete wall provided with truss bar in prefabricated formwork shell |
| CN109322422A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | A kind of double-deck load-bearing concrete shear wall structure and its method of construction of built-in sandwiched heat insulation board |
| CN109322421A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | The multi-storey steel structure of the double-deck load-bearing concrete shear wall including built-in sandwiched heat insulation board is built and its method of construction |
| CN114135027A (en) * | 2021-11-30 | 2022-03-04 | 金相培 | Novel composite heat insulation layer building template set |
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| CN2474614Y (en) * | 2001-04-06 | 2002-01-30 | 梁军 | Field pouring reinforced keel concrete composite wall plate |
| US20090120026A1 (en) * | 2005-04-12 | 2009-05-14 | Dirk Wetzel | Core-Insulated Pre-Fabricated Wall Piece With Connector Pins |
| CN102251607A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | Reinforced concrete superposed wall joint connecting structure and construction method |
| CN202672406U (en) * | 2012-06-26 | 2013-01-16 | 张钟元 | Double-board laminated concrete shear wall |
| CN203347052U (en) * | 2013-05-22 | 2013-12-18 | 万保金 | Double-side thermal insulation wall for building |
| CN103628594A (en) * | 2013-12-16 | 2014-03-12 | 长沙远大住宅工业有限公司 | Cast-in-place shear wall structure equivalent to prefabricated sandwiched superposed shear wall continuous steel bar |
| CN203499051U (en) * | 2013-09-30 | 2014-03-26 | 卫峰 | Integrated fireproof broken bridge self-insulating filler wall for building |
| CN104278794A (en) * | 2014-10-17 | 2015-01-14 | 上海紫宝实业投资有限公司 | Prefabricated thermal insulation laminated wallboard with spatial three-dimensional structure and manufacturing method of laminated wallboard |
| CN204960047U (en) * | 2015-09-15 | 2016-01-13 | 万保金 | Prefabricated steel bar truss wall body mould shell |
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2015
- 2015-09-15 CN CN201510581498.XA patent/CN105113667A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2474614Y (en) * | 2001-04-06 | 2002-01-30 | 梁军 | Field pouring reinforced keel concrete composite wall plate |
| US20090120026A1 (en) * | 2005-04-12 | 2009-05-14 | Dirk Wetzel | Core-Insulated Pre-Fabricated Wall Piece With Connector Pins |
| CN102251607A (en) * | 2011-05-04 | 2011-11-23 | 南京工业大学 | Reinforced concrete superposed wall joint connecting structure and construction method |
| CN202672406U (en) * | 2012-06-26 | 2013-01-16 | 张钟元 | Double-board laminated concrete shear wall |
| CN203347052U (en) * | 2013-05-22 | 2013-12-18 | 万保金 | Double-side thermal insulation wall for building |
| CN203499051U (en) * | 2013-09-30 | 2014-03-26 | 卫峰 | Integrated fireproof broken bridge self-insulating filler wall for building |
| CN103628594A (en) * | 2013-12-16 | 2014-03-12 | 长沙远大住宅工业有限公司 | Cast-in-place shear wall structure equivalent to prefabricated sandwiched superposed shear wall continuous steel bar |
| CN104278794A (en) * | 2014-10-17 | 2015-01-14 | 上海紫宝实业投资有限公司 | Prefabricated thermal insulation laminated wallboard with spatial three-dimensional structure and manufacturing method of laminated wallboard |
| CN204960047U (en) * | 2015-09-15 | 2016-01-13 | 万保金 | Prefabricated steel bar truss wall body mould shell |
Cited By (5)
| 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 |
| CN106522411A (en) * | 2016-12-23 | 2017-03-22 | 万保金 | Concrete wall provided with truss bar in prefabricated formwork shell |
| CN109322422A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | A kind of double-deck load-bearing concrete shear wall structure and its method of construction of built-in sandwiched heat insulation board |
| CN109322421A (en) * | 2018-10-10 | 2019-02-12 | 中清大科技股份有限公司 | The multi-storey steel structure of the double-deck load-bearing concrete shear wall including built-in sandwiched heat insulation board is built and its method of construction |
| CN114135027A (en) * | 2021-11-30 | 2022-03-04 | 金相培 | Novel composite heat insulation layer building template set |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20151202 |