CN204959963U - Compound lightweight wall housing construction of assembled steel frame - Google Patents
Compound lightweight wall housing construction of assembled steel frame Download PDFInfo
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- CN204959963U CN204959963U CN201520405950.2U CN201520405950U CN204959963U CN 204959963 U CN204959963 U CN 204959963U CN 201520405950 U CN201520405950 U CN 201520405950U CN 204959963 U CN204959963 U CN 204959963U
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Abstract
The utility model discloses a low layer compound lightweight wall housing construction of assembled steel frame, its characterized in that: steel frame structure is fit for 3 layers and following housing construction, passes through connected node including concrete foundation and realizes being connected with the box steel column, and the box steel column is connected the position with main girder steel and is set up connection structure, and main girder steel is connected the position with time girder steel and is set up connection structure, and the frame is gone along with sb. To guard him the wall body and is equipped with compound light wall (seeing the summary figure), and the floor is equipped with precast prestressed concrete bottom plate with ribbing more than the ground. The utility model overcomes prior art's is not enough, provides a simple to operate, efficient, with low costs assembled housing construction.
Description
Technical field
The present invention relates to the building construction of a kind of low layer assembled steel framework composite lightweight wall, the invention still further relates to a kind of method of building low layer assembled steel framework composite lightweight wall house.
Background technology
Existing steel framed structure, beam-column cross section is comparatively large, and indoor beam column highlights, and affects house type and indoor beauty.Simultaneously, retaining wall manually need build other Conventional filling material such as loam brick, air-entrained concrete building block by laying bricks or stones, floor need be built with traditional handicraft formwork, make that situ wet operation is many, cost of labor is high, installation rate is slow, installation efficiency of construction is low, cost is high, in order to be assembled into house more efficiently, needs to make innovation.
Summary of the invention
The present invention seeks to overcome the deficiencies in the prior art, there is provided a kind of easy for installation, efficiency is high, the low layer assembled steel framework composite lightweight wall building construction that cost is low, present invention also offers a kind of construction method of this low layer assembled steel framework composite lightweight wall building construction.
The present invention is achieved through the following technical solutions:
The building construction of a kind of low layer assembled steel framework composite lightweight wall, it is characterized in that: comprise concrete foundation base (1), base upper end and box steel column (201) bottom are provided with syndeton (501), be provided with box steel column (201) and be provided with syndeton (502) with main girder steel (202) connecting portion, main girder steel (202) is provided with syndeton (503) with time girder steel (203) connecting portion, floor is provided with precast prestressed concrete base plate with ribbing (3), and framework retaining wall is provided with compound light-weight wall (4)
Low layer assembled steel framework composite lightweight wall as above building construction, is characterized in that: described box steel column (201) needs to pour into ordinary concrete, forms the enough and frame column that cross section is enough little of intensity.And form the main frame structure in house with described main girder steel (202), secondary girder steel (203).
Low layer assembled steel framework composite lightweight wall as above building construction, is characterized in that: described precast prestressed concrete base plate with ribbing (301).This base plate both served as template, belonged to again a part for floor after superimposed last layer (302), without the need to template, shuttering supporting and formwork form removal operation thereof.
Low layer assembled steel framework composite lightweight wall house as above, is characterized in that: described retaining wall adopts composite lightweight wall (4).This combined wall is made up of outside finish (406), Surgery therapy (405), light filling concrete (404), inner trim panels (402).Each layer by wall pipe (401) with socket part (403) and be connected, enhancing wall integrity.
Compared with prior art, the present invention has the following advantages:
1, perfusion ordinary concrete in box steel column, can effectively reduce steel column cross section, save steel, indoor do not highlight aesthetic property in beam column enhanced room.
2, its maintenance system adopts this composite lightweight wall, belongs to the construction of a kind of high mechanization, environmental protection, energy-efficient material.Have fire endurance high, anti-seismic performance is excellent, and Corrosion Protection is good.And solve steel work and usually there is filled wall structure and there is the defects such as easy to crack, infiltration.
3, precast prestressed concrete base plate with ribbing, thickness is thin, and bearing capacity is high, arrangement convenience, without the need to bed die and support system, simplifies operation, reduces costs.
Accompanying drawing explanation
Fig. 1 is box column of the present invention and sole plate connecting joint point diagram.
Accompanying drawing code name illustrates: 1-basis, 501-box column and foundation connection joint, 201-box column.
Fig. 2 is the connecting joint point diagram of box column and main girder steel.
Accompanying drawing code name illustrates: 201-box column, the main girder steel of 202-, 502-box column and main steel beam connecting joint.
Fig. 3 is main girder steel, secondary steel beam connecting joint figure.
Accompanying drawing code name illustrates: the main girder steel of 202-, 203-girder steel, 503-primary and secondary steel beam connecting joint
Fig. 4 precast prestressed concrete base plate with ribbing and the shaping figure of floor.
Accompanying drawing code name illustrates: the overall floor of 3-, 301-precast prestressed concrete base plate with ribbing, 302-last layer concrete.
Fig. 5 combined wall composition sectional drawing.
Accompanying drawing code name illustrates: 4-light composite wall, 201-box column, 401-wall pipe, 402-inner trim panels, 403-sockets sheet, 404-light weight concrete construction, 405-thermal insulating composite panel, 406-outside finish, 407-plastering mortar.
Fig. 6 composite lightweight wall stem stem binder organigram.
Accompanying drawing code name illustrates: 402-inner trim panels, 404-light weight concrete construction, 405-thermal insulating composite panel, 406-outside finish, 408-stem stem, 409-binder.
Detailed description of the invention
The detailed description of the invention of a kind of low layer assembled steel framework composite lightweight wall building construction comprises:
Described concrete bed (1) is upper arranges first floor box column (201), is provided with syndeton (501) and is connected and fixed.
Described first floor box steel column (201) is in place fixedly to be completed, and arranges the main girder steel of the first floor (202), is provided with syndeton (502) and fixes.
The main girder steel of the described first floor (202) is in place fixedly to be completed, and arranges the first floor time girder steel (203), is provided with syndeton (503) and fixes with main girder steel (202).
Described first floor primary and secondary beam is in place fixedly to be completed, and arranges precast prestressed concrete base plate with ribbing (301), serves as a part for template and floor.Carry out steel reinforcing steel bar laying and concreting, form overall floor.
First floor composite lightweight wall (4) is installed, forms house retaining wall.
A construction method for this assembled steel framework composite lightweight wall building construction, comprises the steps:
A, base treatment, put reference line, concrete bed (1) upper surface levelling.
B, installation main body steel frame.First floor box steel column (201), is fixed by syndeton (501) with concrete foundation base.The main girder steel of the first floor (202), is fixed by syndeton (502) with box steel column (201).The first floor time girder steel (203), is fixed by syndeton (503) with main girder steel (202).
Precast prestressed concrete base plate with ribbing (301) is laid above the girder steel of c, installation.Reinforcing steel bar laying colligation, built-in fitting is placed and is installed.Box steel column (201) perfusion and floor concrete casting.
D, installation first floor composite lightweight wall (4).Main frame installs stem stem binder () by syndeton (), both as the use that the inner and outer template in construction stage is fixing, be also simultaneously body of wall shaping after primary structure member.Outside finish (406) and Surgery therapy (405) prefabrication one-body molded, serve as exterior sheathing, inner trim panels adopt calcium silicate board with microporous (402), prefabrication is shaping, serves as inner formword.Inside and outside template is fixed on stem stem binder (408), installs drawknot sheet (403) and wall pipe (401), guarantee the stability of template and body of wall shaping after globality, middlely pour into light weight concrete construction.
E, reach after some strength until floorslab concrete, repeat first floor operation, carry out last layer construction.The present invention is a kind of innovative invention.Construction method of the present invention makes the work progress of maintenance body of wall, floor, roofing easy, and realizing fast shaping object, is a kind of industrialized construction way of low cost.
Claims (4)
1. assembled steel framework composite lightweight wall building construction, it is characterized in that: concrete foundation base (1), described sole plate (1) top is provided with connected node (501), realize being connected with box steel column (201), box steel column (201) and main girder steel connecting portion are provided with connected node (502), main girder steel (203) is provided with connected node (503) with time girder steel (204) connecting portion, the above floor in ground is provided with precast prestressed concrete base plate with ribbing (301), framework retaining wall is provided with composite lightweight wall (4).
2. low layer assembled steel framework composite lightweight wall according to claim 1 building construction, is characterized in that: described concrete earth foundation base (1) top is provided with connected node and realizes the connection with steel box column (501).
3. assembled steel framework composite lightweight wall according to claim 1 building construction, is characterized in that: described precast prestressed concrete base plate with ribbing (301) and steel frame are arranged in pairs or groups and applied, without the need to supporting the operation such as formwork and form removal.
4. assembled steel framework composite lightweight wall according to claim 1 building construction, it is characterized in that: described composite lightweight wall (4) exterior trim surface layer (406) and thermal insulating composite panel layer (405) form exterior sheathing jointly, internal decking sheet (402) is as inner formword, carry out the perfusion of light weight concrete construction slurry at the scene, after shaping, without the need to dismantling inner and outer template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520405950.2U CN204959963U (en) | 2015-06-12 | 2015-06-12 | Compound lightweight wall housing construction of assembled steel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520405950.2U CN204959963U (en) | 2015-06-12 | 2015-06-12 | Compound lightweight wall housing construction of assembled steel frame |
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| Publication Number | Publication Date |
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| CN204959963U true CN204959963U (en) | 2016-01-13 |
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| CN201520405950.2U Active CN204959963U (en) | 2015-06-12 | 2015-06-12 | Compound lightweight wall housing construction of assembled steel frame |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514093A (en) * | 2017-08-09 | 2017-12-26 | 上海仝筑建筑科技有限公司 | Building systems are built in a kind of assembled 3D sprays |
| WO2018137491A1 (en) * | 2017-01-24 | 2018-08-02 | 白月祥 | Modular steel structure prefabricated building |
| CN114263268A (en) * | 2021-12-03 | 2022-04-01 | 山东天齐明达住工科技有限公司 | Assembled light heat-insulation quick-installation integrated house and installation method |
-
2015
- 2015-06-12 CN CN201520405950.2U patent/CN204959963U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018137491A1 (en) * | 2017-01-24 | 2018-08-02 | 白月祥 | Modular steel structure prefabricated building |
| CN107514093A (en) * | 2017-08-09 | 2017-12-26 | 上海仝筑建筑科技有限公司 | Building systems are built in a kind of assembled 3D sprays |
| CN114263268A (en) * | 2021-12-03 | 2022-04-01 | 山东天齐明达住工科技有限公司 | Assembled light heat-insulation quick-installation integrated house and installation method |
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| C14 | Grant of patent or utility model | ||
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| TR01 | Transfer of patent right |
Effective date of registration: 20180330 Address after: Twenty Li Bao Industrial Zone South Road 038299 on the west side of Shanxi province Tianzhen County Patentee after: Affirmative Limin (Tianzhen) building industrialization Co. Ltd. Address before: 100044 Beijing city Chaoyang District Beitucheng West Road No. 7, block A 702 yuan Patentee before: ZHENGFANG LIMIN INDUSTRIALIZED BUILDING GROUP CO., LTD. |