CN103397719A - Column-wall conjoined shear wall with hollow cavity - Google Patents
Column-wall conjoined shear wall with hollow cavity Download PDFInfo
- Publication number
- CN103397719A CN103397719A CN2013103407994A CN201310340799A CN103397719A CN 103397719 A CN103397719 A CN 103397719A CN 2013103407994 A CN2013103407994 A CN 2013103407994A CN 201310340799 A CN201310340799 A CN 201310340799A CN 103397719 A CN103397719 A CN 103397719A
- Authority
- CN
- China
- Prior art keywords
- steel
- wall
- horizontal
- layer
- supporting
- 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
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The invention provides a column-wall conjoined shear wall with a hollow cavity. The column-wall conjoined shear wall with the hollow cavity is large in strength and good in heat dissipation. The main body of the column-wall conjoined shear wall with the hollow cavity is a wall body, a support layer where stone blocks are fixedly arranged is fixedly arranged on the outer layer of the wall body, the wall body comprises a plurality of supporting steel bars which are vertically arrayed, a plurality of cross steel bars which are horizontally arrayed and used for being connected with the supporting steel bars, an inner wall face and an outer wall face. The supporting steel bars are supporting steel channels or supporting I-shaped steel or the mixture of the supporting steel channels and the supporting I-shaped steel, the support layer is formed by outer-layer flat steel, the outer-layer flat steel is located on the outer layer of the outer wall face, and the outer-layer flat steel is horizontally arrayed at equal intervals and is fixed to the supporting steel bars through connecting pieces. According to the column-wall conjoined shear wall with the hollow cavity, the overall strength is good, a steel structure is adopted, the whole strength is increased, reinforced concrete at corners is cooperated with the steel structure, and therefore the strength is further increased; air permeability is good, and the spaces formed among the supporting steel bars form ventilated areas.
Description
Technical field
The present invention relates to building field, particularly a kind of post, wall disjunctor cavity shear wall.
Background technology
Along with Urbanization Construction is accelerated, original natural ecological environment is in various degree hour, and high buildings and large mansions generally rise sheer from level ground like rain rear spring bamboo, and the natural ecological environment that declined protection meaning consciousness, particularly traditional ancient are built environmental protection, free of contamination habitat condition.
Summary of the invention
The object of the present invention is to provide that a kind of intensity is large, the post of good heat dissipation, wall disjunctor cavity shear wall.
The object of the present invention is achieved like this: its main body is body of wall; Be provided be used to the shelf layer that sets firmly stone at the wall external layer thigh;
Described body of wall comprises the support steel of some longitudinal arrangements, horizontal steel, interior metope, wall face transversely arranged, that be used for connecting the support steel;
Described support steel are for supporting channel-section steel or supporting i iron or mixing both;
Horizontal steel is arranged on the medial and lateral of supporting the formed metope of steel arrangement, and horizontal steel is connected with the support steel by bolt, described horizontal steel consists of horizontal band steel and horizontal angle steel, in the horizontal steel that the inboard of supporting the formed metope of steel arrangement distributes, the horizontal steel of lastrow and next line is horizontal angle steel, in the horizontal steel that the outside of supporting the formed metope of steel arrangement distributes, the horizontal steel of next line is horizontal angle steel, and all the other are horizontal band steel;
Described interior wall face comprises inner plexiform layer and the mud layer that is formed by clay and string stirring, and described mud layer is attached on inner plexiform layer;
Described wall face comprises the concrete layer that outer plexiform layer and cement and stone are mixed to form; Described concrete layer is attached on outer plexiform layer;
Described shelf layer consists of outer band steel, and described outer band steel is positioned at the outside of wall face, and outer band steel is transversely arranged and outer band steel is equidistant arranges and by connector, be fixed on and support on steel;
Body of wall arranged side by side is connected and fixed the band steel that is connected that is laid with by the seam crossing that is arranged on wall connecting with both be fixedly connected with in twos; In twos in the body of wall of vertical distribution, be positioned at the outwards part extension of end of outside horizontal steel, after removing with the horizontal steel of another body of wall, angle between both is laid with the fixedly angle steel that is fixedly connected with the horizontal steel that both extends out, and is provided with in the cavity of two body of wall angle junction formation with reinforcing bar and the placing of concrete post of wall connecting and forms steel concrete.
The invention has the advantages that: 1 good integral strength, adopt structure of steel product, bulk strength increases, and coordinates the steel concrete of corner, and intensity further increases.2 permeability are good, support the space that forms between steel and formed ventilation area.
Description of drawings
Fig. 1 is the elevation of body of wall of the present invention;
Fig. 2 is the top view while removing horizontal steel steel angle structure and shelf layer and two wall connectings;
Fig. 3 removes the horizontal steel steel angle structure is connected the top view that two wall body verticals connect with shelf layer;
Fig. 4 is lateral view of the present invention;
Label declaration
The specific embodiment
As shown in Fig. 1～4: its main body is body of wall; Be provided be used to the shelf layer that sets firmly stone in wall external layer; The different size body of wall be combined to form the monolithic architecture structure; The shelf layer that wall external layer is provided with can be used for fixing slabstone, thereby plays the effect that beautifies and strengthen.
Described body of wall comprises the support steel 1 of some longitudinal arrangements, horizontal steel 2, interior metope 3, wall face 4 transversely arranged, that be used for connecting the support steel; Body of wall is by supporting the whole inner frame that has been connected to form of steel 1 and horizontal steel, and its intensity also is connected connection and is supported by supporting steel 1 with horizontal steel, and interior metope 3, wall face 4 just play the effect of seal isolation.
Described support steel 1 are for supporting channel-section steel or supporting i iron or mixing both; Adopt the structure of channel-section steel and i iron, purpose is in order to improve intensity, facilitates simultaneously bolt to fix, if adopt angle steel partly to replace, is also feasible, can two angle steel sides respectively towards both sides, be alternately distributed successively afterwards.
horizontal steel be arranged on support steel 1 arrange formed metope in, the outside, and horizontal steel is connected with the support steel by bolt, described horizontal steel consists of horizontal band steel 21 and horizontal angle steel 22, horizontal steel plays the effect of connection, when horizontal steel is connected with the support steel again, the whole metope that forms, in the horizontal steel that the inboard of supporting the formed metope of steel arrangement distributes, the horizontal steel of lastrow and next line is horizontal angle steel, in the horizontal steel that the outside of supporting the formed metope of steel arrangement distributes, the horizontal steel of next line is horizontal angle steel, all the other are horizontal band steel, setting up horizontal angle steel, is that this steel disc can be played a supporting role to the floor with wall connecting because angle steel has formed horizontal outside steel disc.
Described interior wall face comprises inner plexiform layer 31 and the mud layer that is formed by clay and string stirring, and described mud layer is attached on inner plexiform layer; Played like this effect of insulation, moisture absorption.
Described wall face comprises the concrete layer that outer plexiform layer 41 and cement and stone are mixed to form; Described concrete layer is attached on outer plexiform layer; External Wall plays the effect of reinforcement, sealing.
Described shelf layer consists of outer band steel, and described outer band steel is positioned at the outside of wall face, and outer band steel is transversely arranged and outer band steel is equidistant arranges and by connector, be fixed on and support on steel; In use procedure, groove is offered in the upper and lower side of stone, slide and insert between two outer band steels afterwards, can fix, if need, can also stone be fixed on outer band steel by spiral.
In twos body of wall arranged side by side be connected and fixed be laid with by the seam crossing that is arranged on wall connecting with both be fixedly connected be connected band steel 51; In twos in the body of wall of vertical distribution, be positioned at the outwards part extension of end of outside horizontal steel, after removing with the horizontal steel of another body of wall, angle between both is laid with in the cavity that 52, two body of wall angle junctions of the fixedly angle steel that is fixedly connected with the horizontal steel that both extends out form and is provided with reinforcing bar and the placing of concrete post of wall connecting and forms steel concrete 6; Be perfused with reinforced concrete post 6 in cavity by two body of wall angle junctions formation and further strengthen the intensity of monolithic architecture.
Be provided with enhancement Layer between outer plexiform layer and shelf layer, described enhancement Layer is traction reinforcing bar 7, described traction reinforcing bar is by two, two diagonal angles of difference connecting wall, the intersection point of two reinforcing bars is fixedly connected with, make between four angles of body of wall and form tractive force, utilized triangle to have the principle of stability, improved metope intensity.Be distributed with some through holes on the above and below of body of wall, through hole is consisted of the gap between the horizontal band steel in both sides and two adjacent connection steel, in the above or following through hole edge be provided with spacing preiection, and this spacing preiection 8 just can be set in the corresponding through hole of another metope and make two bodies of wall connect up and down, for can the aspect wall connecting, and strengthen the bonding strength between upper and lower body of wall, therefore set up the structure of spacing preiection.
Claims (3)
1. a post, wall disjunctor cavity shear wall, it is characterized in that: its main body is body of wall; Be provided be used to the shelf layer that sets firmly stone at the wall external layer thigh;
Described body of wall comprises the support steel (1) of some longitudinal arrangements, horizontal steel (2), interior metope (3), wall face (4) transversely arranged, that be used for connecting the support steel;
Described support steel (1) are for supporting channel-section steel or supporting i iron or mixing both;
Horizontal steel is arranged on the medial and lateral of supporting the formed metope of steel (1) arrangement, and horizontal steel is connected with the support steel by bolt, described horizontal steel consists of horizontal band steel (21) and horizontal angle steel (22), in the horizontal steel that the inboard of supporting the formed metope of steel arrangement distributes, the horizontal steel of lastrow and next line is horizontal angle steel, in the horizontal steel that the outside of supporting the formed metope of steel arrangement distributes, the horizontal steel of next line is horizontal angle steel, and all the other are horizontal band steel;
Described interior wall face comprises inner plexiform layer (31) and the mud layer that is formed by clay and string stirring, and described mud layer is attached on inner plexiform layer;
Described wall face comprises the concrete layer that outer plexiform layer (41) and cement and stone are mixed to form; Described concrete layer is attached on outer plexiform layer;
Described shelf layer consists of outer band steel, and described outer band steel is positioned at the outside of wall face, and outer band steel is transversely arranged and outer band steel is equidistant arranges and by connector, be fixed on and support on steel;
In twos body of wall arranged side by side be connected and fixed be laid with by the seam crossing that is arranged on wall connecting with both be fixedly connected be connected band steel (51); In twos in the body of wall of vertical distribution, be positioned at the outwards part extension of end of outside horizontal steel, after removing with the horizontal steel of another body of wall, angle between both is laid with the fixedly angle steel (52) that is fixedly connected with the horizontal steel that both extends out, and is provided with in the cavity of two body of wall angle junction formation with reinforcing bar and the placing of concrete post of wall connecting and forms steel concrete (6).
2. post according to claim 1, wall disjunctor cavity shear wall, it is characterized in that: be provided with enhancement Layer between outer plexiform layer and shelf layer, described enhancement Layer is traction reinforcing bar (7), and described traction reinforcing bar is by two, two diagonal angles of difference connecting wall, the intersection point of two reinforcing bars is fixedly connected with.
3. post according to claim 1, wall disjunctor cavity shear wall, it is characterized in that: be distributed with some through holes on the above and below of body of wall, through hole is consisted of the gap between the horizontal band steel in both sides and two adjacent connection steel, in the above or following through hole edge be provided with spacing preiection, and this spacing preiection (8) just can be set in the corresponding through hole of another metope and makes two bodies of wall connect up and down.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310340799.4A CN103397719B (en) | 2013-08-06 | 2013-08-06 | Post, wall disjunctor cavity shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310340799.4A CN103397719B (en) | 2013-08-06 | 2013-08-06 | Post, wall disjunctor cavity shear wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103397719A true CN103397719A (en) | 2013-11-20 |
| CN103397719B CN103397719B (en) | 2015-09-09 |
Family
ID=49561414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310340799.4A Expired - Fee Related CN103397719B (en) | 2013-08-06 | 2013-08-06 | Post, wall disjunctor cavity shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103397719B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883032A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method |
| CN108252405A (en) * | 2018-03-30 | 2018-07-06 | 郑勤民 | A kind of prefabricated steel reinforced concrete cavity shear wall assembled architecture and its method of construction |
| CN108487503A (en) * | 2018-06-21 | 2018-09-04 | 河北建筑工程学院 | A kind of prefabricated filled wall system and its construction method with hollow insulation construction |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0418216B1 (en) * | 1987-01-15 | 1992-12-09 | Ab Strängbetong | Frame-work for structural walls in multy-storey buildings |
| JPH06185139A (en) * | 1992-12-17 | 1994-07-05 | Fujita Corp | Horizontal joining method of precast concrete earthquake resisting wall with steel beam |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
| CN101457572A (en) * | 2009-01-14 | 2009-06-17 | 清华大学建筑设计研究院 | Fastening strip and fastening network framework |
| CN201730242U (en) * | 2010-03-31 | 2011-02-02 | 李传璋 | Honeycomb wallboard |
| CN101984206A (en) * | 2010-12-24 | 2011-03-09 | 郑勤民 | Split mounting type building |
| CN102720302A (en) * | 2012-07-03 | 2012-10-10 | 程清明 | Compound sandwich light wallboard edge-jointed and butt-jointed with steel wire gauzes |
-
2013
- 2013-08-06 CN CN201310340799.4A patent/CN103397719B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0418216B1 (en) * | 1987-01-15 | 1992-12-09 | Ab Strängbetong | Frame-work for structural walls in multy-storey buildings |
| JPH06185139A (en) * | 1992-12-17 | 1994-07-05 | Fujita Corp | Horizontal joining method of precast concrete earthquake resisting wall with steel beam |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
| CN101457572A (en) * | 2009-01-14 | 2009-06-17 | 清华大学建筑设计研究院 | Fastening strip and fastening network framework |
| CN201730242U (en) * | 2010-03-31 | 2011-02-02 | 李传璋 | Honeycomb wallboard |
| CN101984206A (en) * | 2010-12-24 | 2011-03-09 | 郑勤民 | Split mounting type building |
| CN102720302A (en) * | 2012-07-03 | 2012-10-10 | 程清明 | Compound sandwich light wallboard edge-jointed and butt-jointed with steel wire gauzes |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103883032A (en) * | 2014-03-23 | 2014-06-25 | 北京工业大学 | I-shaped steel plate shear wall with built-in round steel reinforcement cages and externally-attached steel plate supports and manufacturing method |
| CN108252405A (en) * | 2018-03-30 | 2018-07-06 | 郑勤民 | A kind of prefabricated steel reinforced concrete cavity shear wall assembled architecture and its method of construction |
| CN108252405B (en) * | 2018-03-30 | 2024-02-20 | 郑勤民 | Prefabricated steel-concrete cavity shear wall assembled building and construction method thereof |
| CN108487503A (en) * | 2018-06-21 | 2018-09-04 | 河北建筑工程学院 | A kind of prefabricated filled wall system and its construction method with hollow insulation construction |
| CN108487503B (en) * | 2018-06-21 | 2023-12-15 | 阿克陶县诚鑫路桥有限责任公司 | Prefabricated filling wall system with hollow heat preservation structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103397719B (en) | 2015-09-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104831851A (en) | Reinforced concrete orthogonal-diagonal space lattice box structure and production method thereof | |
| CN205242629U (en) | Novel house that can peg graft and assemble | |
| CN103397719A (en) | Column-wall conjoined shear wall with hollow cavity | |
| CN102409754A (en) | Bearing structure and house structure | |
| KR101547540B1 (en) | Hybrid beam having different type flange | |
| CN210117857U (en) | Conversion structure of Y-shaped column top supporting steel truss | |
| CN202611082U (en) | Z-shaped porous stone face wall brick and lapping structure thereof | |
| CN207633813U (en) | Assembled workshop | |
| CN105971117B (en) | A kind of pseudo-classic architecture steel-frame structure using Box section beam | |
| CN205134664U (en) | A upper and lower double -deck concrete slab structure for girder steel | |
| CN204001705U (en) | Outer wall of basement single surface formwork constructing structure based on earth anchor truss | |
| CN203546992U (en) | Novel floor cement component structure | |
| CN104533092A (en) | Truss roof ceiling construction method | |
| KR20060122539A (en) | Wood-carving structure for construction and the erection method using that | |
| CN207499408U (en) | Hanging plate is constructed with the one-time formed formwork reinforcement of beam column under beam | |
| CN203270852U (en) | Light-weight high-strength heat-insulation concreted rowlock wall | |
| CN103088908A (en) | Composite pouring light concrete structure | |
| CN208563701U (en) | A kind of element type clay brick curtain wall system | |
| CN202248476U (en) | Honeycomb core building shuttering | |
| CN208105626U (en) | A kind of compartment floor for sophisticated manufacturing plants room | |
| CN203049776U (en) | Composite pouring light-weight concrete structure | |
| CN104631910B (en) | Prefabricated enclosure wall | |
| CN105155856A (en) | Construction method using prefabricated assembly type external retaining wall | |
| CN209509231U (en) | A kind of steel and wood composite wall of C-type steel support | |
| CN205134885U (en) | A flue supporting device for being directed at finished product flue is strutted |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150909 Termination date: 20180806 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |