CN107313529A - A kind of assembled architecture wall - Google Patents

A kind of assembled architecture wall Download PDF

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Publication number
CN107313529A
CN107313529A CN201710719795.5A CN201710719795A CN107313529A CN 107313529 A CN107313529 A CN 107313529A CN 201710719795 A CN201710719795 A CN 201710719795A CN 107313529 A CN107313529 A CN 107313529A
Authority
CN
China
Prior art keywords
crossbeam
wall body
wall
longitudinal bracing
cross
Prior art date
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.)
Granted
Application number
CN201710719795.5A
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Chinese (zh)
Other versions
CN107313529B (en
Inventor
王小颖
刘云贵
李杰荣
朱彤
李旭光
沈坤
朱宁
梅林�
聂红
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co Ltd
Original Assignee
SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co Ltd
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.)
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Application filed by SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co Ltd filed Critical SHENZHEN ASIANTIME INTERNATIONAL CONSTRUCTION Co Ltd
Priority to CN201710719795.5A priority Critical patent/CN107313529B/en
Publication of CN107313529A publication Critical patent/CN107313529A/en
Priority to PCT/CN2018/086232 priority patent/WO2019037472A1/en
Application granted granted Critical
Publication of CN107313529B publication Critical patent/CN107313529B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/562Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with fillings between the load-bearing elongated members
    • 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
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/64Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/293Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being steel and concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The invention discloses a kind of assembled architecture wall, including main wall body, crossbeam, foundation and shear wall, crossbeam is installed on the top of main wall body, and shear wall is installed on the bottom of main wall body;Concrete layer is filled with shear wall and the foundation is formed;The lateral surface of the main wall body is provided with bamboo-carbon layer;The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and connection component, and multiple cross-brace pipes are intervally arranged along the short transverse of shear wall;Multiple longitudinal bracing pipes are intervally arranged along the width of shear wall;Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes;Each longitudinal bracing pipe is affixed by the connection component with cross-brace pipe.Flue dust inside the assembled architecture wall of the present invention, its energy adsorption space, while having stable shear wall structure.

Description

A kind of assembled architecture wall
Technical field
The present invention relates to building trade technical field, more particularly to a kind of assembled architecture wall.
Background technology
At present, the existing wall of China in use exist some defects, for example, present wall use when The function of lacking certain absorption flue dust is waited, and the wall having also is not very fire resisting, so when occurring fire, is held very much Easily there is Hong the phenomenon collapsed, while the Steel bar rack knot in traditional shear wall existing defects in use, its shear wall Structure is not enough consolidated, the danger that there is deformation in use.
The content of the invention
In order to overcome the deficiencies in the prior art, it is an object of the invention to provide a kind of assembled architecture wall, it can inhale The flue dust of attached interior volume, while having stable shear wall structure.
The purpose of the present invention is realized using following technical scheme:
A kind of assembled architecture wall, including main wall body, crossbeam, foundation and shear wall, crossbeam are installed on the top of main wall body, Shear wall is installed on the bottom of main wall body;Concrete layer is filled with shear wall and the foundation is formed;Outside the main wall body Side is provided with bamboo-carbon layer;The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and connection component, multiple horizontal strokes It is intervally arranged to support tube along the short transverse of shear wall;Multiple longitudinal bracing pipes are intervally arranged along the width of shear wall; Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes;Each longitudinal bracing pipe leads to cross-brace pipe Cross the connection component affixed.
It is preferred that, the connection component includes fixed cover, connecting rod, top fixed plate and side fixed plate, the fixed cover It is set on cross-brace pipe, one end of connecting rod is fixed on cross-brace pipe, the other end of connecting rod is fixed in longitudinal branch On stay tube;Top fixed plate is fixed in the top of fixed cover and fixed with the end of longitudinal bracing pipe;Side fixed plate is fixed in fixation The sidepiece of set is simultaneously affixed with cross-brace pipe.
It is preferred that, the outer surface of longitudinal bracing pipe is provided with Zinc material layer.
It is preferred that, it is convexly equipped with spelter outside the longitudinal bracing pipe.
It is preferred that, longitudinal bracing pipe is internally formed hollow bulb;Longitudinal bracing pipe is provided with upper osculum and lower osculum, institute State osculum and lower osculum is connected with the hollow bulb.
It is preferred that, main wall body includes main wall body steel bar framework and main wall body concrete layer, the layer filling of main wall body concrete In in main wall body steel bar framework.
It is preferred that, crossbeam includes crossbeam steel bar framework and crossbeam concrete layer, and crossbeam concrete layer is filled in beam steel In muscle framework;Crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar and multiple crossbeam cross reinforcements;Multiple crossbeams erect reinforcing bar and multiple Crossbeam cross reinforcement is intersecting and affixed.
It is preferred that, foundation steel bar framework is installed with the shear wall;The foundation is filled in foundation steel bar framework.
It is preferred that, the outer surface of the main wall body is provided with dirt bed, and the bamboo-carbon layer is located at the outside of dirt bed;Dirt bed Internal decking sheet is provided between bamboo-carbon layer.
It is preferred that, side of the main wall body away from bamboo-carbon layer is formed as decorative cover, and the decorative cover is provided with outer decorative layer.
Compared with prior art, the beneficial effects of the present invention are:1st, it is provided with bamboo-carbon layer, bamboo charcoal in the outer surface of main wall body Layer can be at any time adsorption space inside flue dust, certain catharsis can be thus played to interior volume, is improved Interior volume environmental amenity degree.
2nd, shear wall is formed by multiple longitudinal bracing pipes and multiple cross-brace pipes by the way that connection component is affixed, and shear wall Interior fill concrete layer forms foundation, can greatly promote the stability of shear wall and foundation, prevent shape during use Become.The refractoriness of wall can be also lifted simultaneously, the performance of main wall body is improved.
Brief description of the drawings
Fig. 1 is structural representation of the invention;
Fig. 2 is sectional view of the invention;
Fig. 3 is the partial structural diagram of the shear wall of the present invention;
Fig. 4 is the structural representation of the longitudinal bracing pipe of the present invention.
In figure:10th, crossbeam;11st, crossbeam erects reinforcing bar;12nd, crossbeam cross reinforcement;13rd, crossbeam concrete layer;20th, main wall body; 21st, bamboo-carbon layer;22nd, main wall body steel bar framework;23rd, dirt bed;24th, internal decking sheet;25th, outer decorative layer;30th, shear wall;31st, mix Solidifying soil layer;32nd, foundation steel bar framework cross reinforcement;33rd, foundation steel bar framework erects reinforcing bar;301st, cross-brace pipe;302nd, longitudinal direction branch Stay tube;3021st, hollow bulb;3022nd, upper osculum;3023rd, lower osculum;3024th, spelter;303rd, connecting rod;304th, top is fixed Plate;305th, side fixed plate;306th, fixed cover;40th, right column;50th, left column.
Embodiment
Below, with reference to accompanying drawing and embodiment, the present invention is described further:
A kind of assembled architecture wall as Figure 1-4, including main wall body 20, crossbeam 10, foundation and shear wall 30, specifically Crossbeam 10 is arranged on the top of main wall body 20, and shear wall 30 is arranged on the bottom of main wall body 20.It is filled with simultaneously in shear wall 30 Concrete layer 31, the concrete layer 31 can form the foundation of above-mentioned main wall body 20.Bamboo-carbon layer is provided with the lateral surface of main wall body 20 21, the flue dust inside adsorption space that the bamboo-carbon layer 21 can be at any time can thus play certain purification to interior volume Effect, improves interior volume environmental amenity degree.
In addition, shear wall 30 includes multiple cross-brace pipes 301, multiple longitudinal bracing pipes 302 and connection component, make many Short transverse of the individual cross-brace pipe 301 along shear wall 30 is intervally arranged, width of multiple longitudinal bracing pipes 302 along shear wall 30 Direction is intervally arranged.Multiple longitudinal bracing pipes 302 are connected between two adjacent cross-brace pipes 301;Each longitudinal bracing Pipe 302 is affixed by connection component with cross-brace pipe 301.I other words, the shear wall 30 of the assembled wall is by multiple longitudinal directions Support tube 302 and multiple cross-brace pipes 301 are formed by the way that connection component is affixed, and 31 shape of fill concrete layer in shear wall 30 Into foundation, the stability of shear wall 30 and foundation can be greatly promoted, prevents from deforming upon during use.It can also be lifted simultaneously The refractoriness of wall, improves the performance of main wall body 20.
It is preferred that, in the present embodiment, connection component includes fixed cover 306, connecting rod 303, top fixed plate 304 and side Fixed cover 306, in the assembling of shear wall 30, can be set on cross-brace pipe 301, while connecting rod 303 by fixed plate 305 One end be fixed on cross-brace pipe 301, the other end of connecting rod 303 is fixed on longitudinal bracing pipe 302.In addition, above-mentioned Top fixed plate 304 is fixed in the top of fixed cover 306 and fixed with the end of longitudinal bracing pipe 302, and side fixed plate 305 is fixed in The sidepiece of fixed cover 306 is simultaneously affixed with cross-brace pipe 301.In this way, cross-brace pipe 301 and longitudinal bracing pipe 302 are in linking Place and the formation triangular support configurations of connecting rod 303, because triangle has stability, can cause shear wall using three-legged structure 30 more consolidate in use.In addition, being fixed by top fixing plate, fixed cover 306 and sidepiece fixed plate, make It supports stress point to increase, and is unlikely to deform.Certainly, above-mentioned connecting rod 303, top fixed plate 304 and side fixed plate 305 and transverse direction Support tube 301 and longitudinal bracing pipe 302 can be fixedly connected using bolt, be easy to assembling.
It is preferred that, the outer surface of longitudinal bracing pipe 302 is provided with Zinc material layer, above-mentioned longitudinal bracing pipe 302 and cross-brace Pipe 301 selects steel pipe, and one layer of Zinc material layer has been plated on the surface of longitudinal bracing pipe 302, because the chemical property of zinc is more active than iron, Even if Zinc material layer is damaged, galvanic cell can be also formed in breakage, occurs galvanic cell chemical reaction, protects iron not to be corroded, make The service life of longitudinal bracing pipe 302 is longer.
Moreover, spelter 3024 is convexly equipped with outside longitudinal bracing pipe 302, in moist dark environment, spelter 3024 form galvanic cell with iron, protect iron not to be corroded, and equally can also reduce the corrosion of longitudinal bracing pipe 302, and raising uses the longevity Life.
It is preferred that, hollow bulb 3021 is internally formed in longitudinal bracing pipe 302, while provided with upper on longitudinal bracing pipe 302 Osculum 3022 and lower osculum 3023, make osculum 3022 and lower osculum 3023 be connected with hollow bulb 3021.In this way, Wall assembling finish after, have water by longitudinal bracing pipe 302 and cross-brace pipe 301 interface penetrate into when, hollow bulb 3021 Water water can be discharged by upper osculum 3022 or lower osculum 3023, reduce longitudinal bracing pipe 302 and cross-brace The corrosion of pipe 301.
It is preferred that, above-mentioned main wall body 20 includes main wall body steel bar framework 22 and main wall body concrete layer, the main wall body Concrete layer is filled in main wall body steel bar framework 22, in addition, steel bar welding can be internally provided with main wall body steel bar framework 22 Joint, can so reinforce the structure and its fire resistance of main wall body 20.
Likewise, crossbeam 10 may include crossbeam steel bar framework and crossbeam concrete layer 13, the crossbeam concrete layer 13 is filled out Fill in the steel bar framework of crossbeam 10.And crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar 11 and multiple crossbeam cross reinforcements 12, makes Multiple crossbeams erect reinforcing bar 11 and multiple crossbeam cross reinforcements 12 are intersecting and affixed, equally also can the structure of reinforcing crossmember 10 and its fire resisting Performance.
It is preferred that, foundation steel bar framework is fixedly provided with shear wall 30, above-mentioned foundation is filled in foundation steel bar framework, together Sample can also strengthen the supporting construction and fire resistance of the wall.
It is preferred that, the outer surface of main wall body 20 is provided with dirt bed 23, and bamboo-carbon layer 21 is located at the outside of dirt bed 23;Dirt bed Internal decking sheet 24 is provided between 23 and bamboo-carbon layer 21, the intensity of wall can be strengthened.
It is preferred that, be formed as decorative cover in side of the main wall body 20 away from bamboo-carbon layer 21, the decorative cover is provided with external decoration Layer 25, makes metope attractive in appearance.
Certainly, in order to further strengthen the structure of wall, also left column 50 and the right side can be provided with the both sides of main wall body 20 Column 40, left column 50 and right column 40 are all connected between crossbeam 10 and foundation, the structure of main wall body 20 is more stablized, no Easily cave in.
It will be apparent to those skilled in the art that technical scheme that can be as described above and design, make other various It is corresponding to change and deformation, and all these change and deformation should all belong to the protection domain of the claims in the present invention Within.

Claims (10)

1. a kind of assembled architecture wall, it is characterised in that including main wall body, crossbeam, foundation and shear wall, crossbeam is installed on The top of main wall body, shear wall is installed on the bottom of main wall body;Concrete layer is filled with shear wall and the foundation is formed;Institute The lateral surface for stating main wall body is provided with bamboo-carbon layer;The shear wall includes multiple cross-brace pipes, multiple longitudinal bracing pipes and company Connected components, multiple cross-brace pipes are intervally arranged along the short transverse of shear wall;Width of multiple longitudinal bracing pipes along shear wall Direction is intervally arranged;Multiple longitudinal bracing pipes are connected between two adjacent cross-brace pipes;Each longitudinal bracing pipe It is affixed by the connection component with cross-brace pipe.
2. assembled architecture wall as claimed in claim 1, it is characterised in that the connection component includes fixed cover, connection Bar, top fixed plate and side fixed plate, the fixed cover are set on cross-brace pipe, and one end of connecting rod is fixed in horizontal branch On stay tube, the other end of connecting rod is fixed on longitudinal bracing pipe;Top fixed plate be fixed in fixed cover top and with longitudinal branch The end of stay tube is fixed;Side fixed plate is fixed in the sidepiece of fixed cover and affixed with cross-brace pipe.
3. assembled architecture wall as claimed in claim 1, it is characterised in that the outer surface of longitudinal bracing pipe is provided with Zinc material Layer.
4. the assembled architecture wall as described in claim 1 or 3, it is characterised in that be convexly equipped with outside the longitudinal bracing pipe Spelter.
5. assembled architecture wall as claimed in claim 4, it is characterised in that longitudinal bracing pipe is internally formed hollow bulb;It is vertical Upper osculum and lower osculum are provided with to support tube, the upper osculum and lower osculum are connected with the hollow bulb.
6. assembled architecture wall as claimed in claim 1, it is characterised in that main wall body include main wall body steel bar framework and Main wall body concrete layer, main wall body concrete layer is filled in main wall body steel bar framework.
7. assembled architecture wall as claimed in claim 1, it is characterised in that crossbeam includes crossbeam steel bar framework and crossbeam Concrete layer, crossbeam concrete layer is filled in crossbeam steel bar framework;Crossbeam steel bar framework includes multiple crossbeams and erects reinforcing bar and many Individual crossbeam cross reinforcement;Multiple crossbeams erect reinforcing bar and multiple crossbeam cross reinforcements are intersecting and affixed.
8. assembled architecture wall as claimed in claim 1, it is characterised in that foundation reinforcing steel bar frame is installed with the shear wall Frame;The foundation is filled in foundation steel bar framework.
9. assembled architecture wall as claimed in claim 1, it is characterised in that the outer surface of the main wall body is provided with soil Layer, the bamboo-carbon layer is located at the outside of dirt bed;Internal decking sheet is provided between dirt bed and bamboo-carbon layer.
10. assembled architecture wall as claimed in claim 9, it is characterised in that side of the main wall body away from bamboo-carbon layer is formed For decorative cover, the decorative cover is provided with outer decorative layer.
CN201710719795.5A 2017-08-21 2017-08-21 Assembled building wall Active CN107313529B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201710719795.5A CN107313529B (en) 2017-08-21 2017-08-21 Assembled building wall
PCT/CN2018/086232 WO2019037472A1 (en) 2017-08-21 2018-05-10 Prefabricated building wall

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Application Number Priority Date Filing Date Title
CN201710719795.5A CN107313529B (en) 2017-08-21 2017-08-21 Assembled building wall

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CN107313529B CN107313529B (en) 2023-09-26

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Cited By (1)

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WO2019037472A1 (en) * 2017-08-21 2019-02-28 深圳市亚泰国际建设股份有限公司 Prefabricated building wall

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CN112942631B (en) * 2021-02-04 2022-11-18 中建七局第一建筑有限公司 Steel tube bundle combined shear wall
CN114892842B (en) * 2022-05-27 2024-09-27 江门奥斯钢结构工程有限公司 High-strength assembled steel structure building wall

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