CN105735533A - Assembly type prefabricated non-bearing wall formwork - Google Patents

Assembly type prefabricated non-bearing wall formwork Download PDF

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Publication number
CN105735533A
CN105735533A CN201610132790.8A CN201610132790A CN105735533A CN 105735533 A CN105735533 A CN 105735533A CN 201610132790 A CN201610132790 A CN 201610132790A CN 105735533 A CN105735533 A CN 105735533A
Authority
CN
China
Prior art keywords
formwork
steel wire
foam concrete
bearing
plain net
Prior art date
Application number
CN201610132790.8A
Other languages
Chinese (zh)
Inventor
万保金
Original Assignee
万保金
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority to CN2016101292171 priority Critical
Priority to CN201610129217 priority
Application filed by 万保金 filed Critical 万保金
Publication of CN105735533A publication Critical patent/CN105735533A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms

Abstract

The invention relates to an assembly type prefabricated non-bearing wall formwork, and belongs to the field of building materials. The assembly type prefabricated non-bearing wall formwork comprises foam concrete. An inner formwork body and an outer formwork body are arranged on two sides of the foam concrete. The inner formwork body is made from fine aggregate concrete, and a steel wire plain net I is arranged in the inner formwork body to serve as constructional steel bars of the inner formwork body. The outer formwork body of the foam concrete is composed of a heat preservation board body and a fine aggregate concrete layer, and a steel wire plain net II is arranged in the fine aggregate concrete layer to serve as constructional steel bars of the outer formwork body. The steel wire plain net I in the inner formwork body and a steel wire plain net III in the foam concrete are welded into a whole through transverse dowels. The steel wire plain net II in the outer formwork body is welded into a whole through slant dowels. Formwork erecting, formwork detachment, construction and painting are not needed. The use quantity of traditional wood formworks can be reduced. Factory production is realized and is convenient and rapid, and the time for building construction is greatly shortened.

Description

Prefabricated non-bearing wall body formwork

Technical field

The present invention relates to a kind of prefabricated non-bearing wall body formwork, belong 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, it is an object of the invention to provide a kind of prefabricated non-bearing wall body formwork effectively save timber resources of energy, cost of labor and reduction of erection time.

To achieve these goals, the present invention adopts the following technical scheme that

A kind of prefabricated non-bearing wall body formwork, it includes foam concrete, and foam concrete both sides are provided with inside and outside formwork;

Inner side formwork is pea gravel concreten, inside sets the planar steel wire screen I distributing bar as inner side formwork;

The outside formwork of foam concrete is formed with pea gravel concreten layer by being incubated plate body, sets the planar steel wire screen II distributing bar as outside formwork in pea gravel concreten layer;

Planar steel wire screen I in the formwork of inner side, is welded into one by lateral connection muscle with the planar steel wire screen III in foam concrete;

By oblique dowel by integrally welded for the planar steel wire screen II in the formwork of outside.

Further, it is provided with perfusion groove bottom body of wall formwork.

Foam concrete, as the filling part of non-bearing wall body, simultaneously works as the effects such as insulation, sound insulation.

Cavity area above foam concrete, for the cast-in-place part of Vierendeel girder.

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.

Oblique abdomen muscle can be " splayed configuration " can also be " X-type ".

Perfusion groove is non-bearing wall body, with the join domain of lower floor's floor.

Beneficial effects of the present invention:

1, the present invention realizes exempting from formwork, form removal, exempts to build by laying bricks or stones, exempts to whitewash;

2, the present invention greatly reduces cost of labor, shortens the duration;

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, is greatly shortened the time of architecture construction.

Accompanying drawing explanation

Fig. 1 is present configuration schematic diagram.

Fig. 2 is decomposing schematic representation of the present invention.

Fig. 3 is horizontal section schematic diagram of the present invention.

Fig. 4 is longitudinal profile schematic diagram of the present invention (non-foam concrete).

Fig. 5 is that the present invention uses schematic diagram.

Detailed description of the invention

Describe the present invention below in conjunction with accompanying drawing 1,2,3,4,5:

A kind of prefabricated non-bearing wall body formwork, it includes foam concrete 1, and foam concrete 1 both sides are provided with inside and outside formwork;

Inner side formwork 2 is pea gravel concreten, inside sets the planar steel wire screen I 6 distributing bar as inner side formwork;

The outside formwork of foam concrete 1 is formed with pea gravel concreten layer 3 by being incubated plate body 4, sets the planar steel wire screen II 5 distributing bar as outside formwork in pea gravel concreten layer 3;

Planar steel wire screen I 6 in the formwork 2 of inner side, is welded into one by lateral connection muscle 7 with the planar steel wire screen III 9 in foam concrete 1;

By oblique dowel 8 by integrally welded for the planar steel wire screen II 5 in the formwork of outside.

Perfusion groove 10 it is provided with bottom body of wall formwork.

Claims (2)

1. a prefabricated non-bearing wall body formwork, it is characterised in that: it includes foam concrete (1), and foam concrete (1) both sides are provided with inside and outside formwork;
Inner side formwork (2) is pea gravel concreten, inside sets the planar steel wire screen I (6) distributing bar as inner side formwork;
The outside formwork of foam concrete (1) is formed with pea gravel concreten layer (3) by being incubated plate body (4), sets the planar steel wire screen II (5) distributing bar as outside formwork in pea gravel concreten layer (3);
Planar steel wire screen I (6) in inner side formwork (2), is welded into one by lateral connection muscle (7) with the planar steel wire screen III (9) in foam concrete (1);
By oblique dowel (8) by integrally welded for the planar steel wire screen II (5) in the formwork of outside.
2. prefabricated non-bearing wall body formwork according to claim 1, it is characterised in that: it is provided with perfusion groove (10) bottom body of wall formwork.
CN201610132790.8A 2016-03-08 2016-03-10 Assembly type prefabricated non-bearing wall formwork CN105735533A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN2016101292171 2016-03-08
CN201610129217 2016-03-08

Publications (1)

Publication Number Publication Date
CN105735533A true CN105735533A (en) 2016-07-06

Family

ID=56250133

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610132790.8A CN105735533A (en) 2016-03-08 2016-03-10 Assembly type prefabricated non-bearing wall formwork

Country Status (1)

Country Link
CN (1) CN105735533A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106436964A (en) * 2016-11-07 2017-02-22 朱凤起 External wall structure
CN106436988A (en) * 2016-11-07 2017-02-22 朱凤起 Inner wall body structure
CN108277911A (en) * 2018-04-13 2018-07-13 中清大装配式建筑有限公司 Assembled exempts from beam forms enclosure wall shell

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20070097891A (en) * 2006-03-30 2007-10-05 (주)한주 에이치앤씨 Precast concrete panel with mortar and its method of construction
CN101575872A (en) * 2009-06-08 2009-11-11 南京工业大学 Energy-saving building structural system suitable for industrialized production
CN103243841A (en) * 2013-05-22 2013-08-14 万保金 Bilateral thermal insulating wall for building
CN103669649A (en) * 2013-12-03 2014-03-26 南京工业大学 Self-thermal-insulation laminated slab type shear wall with built-in hidden supports
CN203613676U (en) * 2013-12-03 2014-05-28 南京工业大学 Self-insulation composite plate type shear wall with built-in concealed support
CN105064555A (en) * 2015-08-28 2015-11-18 黑龙江宇辉新型建筑材料有限公司 Structural wallboard for superimposed decorative layer and insulating layer and construction method
CN105201202A (en) * 2015-09-15 2015-12-30 万保金 Disassembling-free prefabricated heat-preservation enclosure wall die shell
CN204960039U (en) * 2015-09-15 2016-01-13 万保金 Prefabricated heat preservation mould shell enclosure wall
CN204960043U (en) * 2015-09-15 2016-01-13 万保金 Prefabricated thermal insulation wall mould shell

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20070097891A (en) * 2006-03-30 2007-10-05 (주)한주 에이치앤씨 Precast concrete panel with mortar and its method of construction
CN101575872A (en) * 2009-06-08 2009-11-11 南京工业大学 Energy-saving building structural system suitable for industrialized production
CN103243841A (en) * 2013-05-22 2013-08-14 万保金 Bilateral thermal insulating wall for building
CN103669649A (en) * 2013-12-03 2014-03-26 南京工业大学 Self-thermal-insulation laminated slab type shear wall with built-in hidden supports
CN203613676U (en) * 2013-12-03 2014-05-28 南京工业大学 Self-insulation composite plate type shear wall with built-in concealed support
CN105064555A (en) * 2015-08-28 2015-11-18 黑龙江宇辉新型建筑材料有限公司 Structural wallboard for superimposed decorative layer and insulating layer and construction method
CN105201202A (en) * 2015-09-15 2015-12-30 万保金 Disassembling-free prefabricated heat-preservation enclosure wall die shell
CN204960039U (en) * 2015-09-15 2016-01-13 万保金 Prefabricated heat preservation mould shell enclosure wall
CN204960043U (en) * 2015-09-15 2016-01-13 万保金 Prefabricated thermal insulation wall mould shell

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106436964A (en) * 2016-11-07 2017-02-22 朱凤起 External wall structure
CN106436988A (en) * 2016-11-07 2017-02-22 朱凤起 Inner wall body structure
CN108277911A (en) * 2018-04-13 2018-07-13 中清大装配式建筑有限公司 Assembled exempts from beam forms enclosure wall shell

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Application publication date: 20160706