CN1062946A - Steel bar concrete-brick compound wall structure - Google Patents
Steel bar concrete-brick compound wall structure Download PDFInfo
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- CN1062946A CN1062946A CN 90110099 CN90110099A CN1062946A CN 1062946 A CN1062946 A CN 1062946A CN 90110099 CN90110099 CN 90110099 CN 90110099 A CN90110099 A CN 90110099A CN 1062946 A CN1062946 A CN 1062946A
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- wall
- constraint
- post
- steel bar
- distribution beam
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Abstract
Steel bar concrete-brick compound wall structure relates to the improvement of storied house wall board structure, mainly is the steel bar concrete-brick compound wall structure that is used for eight to ten floor rooms.The present invention becomes traditional masonry structure into binding masonry exactly, promptly distribution beam is set counting layer 5s from top to bottom, the constraint post that distribution beam last layer and other each layer equipment are different, and all constraint posts are horse tooth trough with brickwork and combine, and steel tie is set.The present invention has than solid brick masonry that globality is strong, the resistance performance is strong, shock resistance good; Economize " three materials " than frame construction, easy construction, cost is low, the characteristics such as angle of indoor not head beam, post.
Description
The present invention relates to the improvement of building wall structure, mainly is the steel bar concrete-brick compound wall structure that is used for eight to ten floor rooms.
The solid brick masonry structure has draws materials conveniently, and it is simple and easy to construct, the low and sound insulation of price, the advantage that thermal property is good, but it is from great, and tension, shearing resistance, flexural strength is low, deformability is little, especially poor seismic behavior.Under the effect of strong earthquake, fragile, even collapse, the earthquake that the number of plies is many obviously increases the weight of, and therefore, various countries all are limited in below seven layers the building height of brickwork.
For improving the building height in house, reinforced concrete frame structure, frame structure, shear wall structure etc. successively appear, though improved shock resistance, consumption is many, the construction period is long, cost is high for " three materials " (reinforcing bar, cement, timber).
The configuration level reinforcing bar is also arranged in brickwork or at the brickwork end constructional column is set, this way has been improved the anti-seismic performance of brick masonry building, has improved the building height in house, but this house of China's regulation and stipulation allows to be up to seven layers in seven degree earthquake regions.
It is a kind of good in seven degree earthquake region anti-seismic performances to the object of the present invention is to provide, economical rationality, eight to ten layers of safe and reliable steel bar concrete-brick compound wall structure.
The object of the present invention is achieved like this: traditional masonry structure is become binding masonry, mainly be exactly to count layer 5 from top to bottom distribution beam (restained beam in addition is all by normal standard setting) is set, following each layer of the distribution beam intersection of wall and middle part of cross wall in length and breadth is provided with the constraint post, the last layer of distribution beam is provided with abnormity constraint post at the intersection of wall in length and breadth, and above other each layers of distribution beam are provided with rectangle constraint post at the intersection of wall in length and breadth; All constraint posts are horse tooth trough with brickwork and combine, and are provided with steel tie.So just can realize above-mentioned purpose of the present invention.
Major advantage of the present invention:
1, has than solid brick masonry structure that globality is strong, non-deformability is strong, anti-seismic performance is good: form whole obligatory point by brickwork and the restained beam, the constraint post that are configured in steel bar concrete wherein, promptly constitute the brick shear wall of band steel bar concrete sash, vertical load is given constraint post and brickwork according to effective compressional stiffness pro rate separately basically like this, and horizontal loading is given constraint post and brickwork according to effective endurance and stiffness pro rate separately basically.
2, compare with frame construction and also have following characteristics:
1) save " three materials ", steel can be saved more than 50%, and timber can economize 45%;
2) easy construction: do not need heavy mechanical equipment, and speed of application is fast, the cycle is short, for example, and a 4000m
2But six months building reductions of erection time.
3) cost is low: every square metre can be reduced cost 20-25%.
4) angle of head beam, post not in the room.
Fig. 1 is that restained beam, post are vertically arranged schematic diagram;
Fig. 2 is the layout schematic diagram of following each layer constraint post of distribution beam;
Fig. 3 is the layout schematic diagram of transition zone constraint post;
Fig. 4 is the layout schematic diagram of the above constraint post of transition zone;
Fig. 5 is the sectional view of general restriction beam;
Fig. 6 is the sectional view of distribution beam;
Fig. 7 is the sectional view of basic constraint beam.
Below in conjunction with accompanying drawing the present invention is described in further detail:
The present invention includes restained beam, basic constraint beam, this is the normal setting in the existing design, the present invention be exactly from the number layer 5s restained beam be distribution beam 3, demarcate with this, the intersection of the vertical wall 9 of distribution beam each layer below 3, cross wall 8 and the middle part of cross wall 8 are provided with constraint post 2, the vertical wall 9 of the last layer of distribution beam 3, the intersection of cross wall 8 are provided with abnormity constraint post 4, and distribution beam is removed the vertical wall 9 of outer other each layers of several first floors more than 3, the intersection of cross wall 8 is provided with rectangle constraint post 6; Constraint post 2, abnormity constraint post 4, rectangle constraint post 6 are horse tooth trough with brickwork and combine, and be provided with steel tie.
A last floor of distribution beam 3 also is referred to as transition zone 5.
" L shaped " constraint post 16 can be set in the exterior wall corner of distribution beam each layer below 3, and vertical outside wall 10 is provided with T shape constraint post 15 with interior cross wall 13 and gable 11 with interior vertical wall 12 junctions, in interior vertical wall 12 and interior cross wall 13 junctions cross constraint post 14 is set.
The cross sectional shape of distribution beam 3 and general restriction beam 7 can be T shape, and the cross section of basic constraint beam 1 can be rectangle.
Claims (3)
1, steel bar concrete-brick compound wall structure comprises restained beam, basic constraint beam, it is characterized in that from the restained beam of last several layer 5s be distribution beam 3, the intersection of the vertical wall 9 of distribution beam each layer below 3, cross wall 8 and the middle part of cross wall 8 are provided with constraint post 2, the vertical wall 9 of the last layer of distribution beam 3, the intersection of cross wall 8 are provided with abnormity constraint post 4, distribution beam 3 or more except that first floor the intersection of the vertical wall 9 of other each layers, cross wall 8 rectangle be set retrain post 6; Constraint post 2, abnormity constraint post 4, rectangle constraint post 6 are horse tooth trough with brickwork and combine, and be provided with steel tie.
2, steel bar concrete according to claim 1-brick compound wall structure, it is characterized in that in outer vertical wall 10 corners of distribution beam each layer below 3 " L " shape being set retrains post 16, vertical outside wall 10 is provided with T shape constraint post 15 with interior cross wall 13 and gable 11 with interior vertical wall 12 junctions, at interior vertical wall 12 and interior cross wall 13 junction setting+font constraint posts 14.
3, steel bar concrete according to claim 1-brick compound wall structure, the cross section that it is characterized in that distribution beam 3 is a T shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90110099 CN1062946A (en) | 1990-12-29 | 1990-12-29 | Steel bar concrete-brick compound wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 90110099 CN1062946A (en) | 1990-12-29 | 1990-12-29 | Steel bar concrete-brick compound wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1062946A true CN1062946A (en) | 1992-07-22 |
Family
ID=4881763
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 90110099 Withdrawn CN1062946A (en) | 1990-12-29 | 1990-12-29 | Steel bar concrete-brick compound wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1062946A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1098956C (en) * | 1999-11-25 | 2003-01-15 | 天津大学 | Energy-dissipating damping shear wall with reinforced concrete network frame |
| CN101736832B (en) * | 2009-12-18 | 2011-08-10 | 北京工业大学 | Confined masonry structure and making method thereof |
| CN102587693A (en) * | 2012-03-09 | 2012-07-18 | 沈汉杰 | Two-storey modular villa building and construction method thereof |
| CN102901648A (en) * | 2012-09-18 | 2013-01-30 | 宁波大学 | Restraint device for column fire resisting test |
-
1990
- 1990-12-29 CN CN 90110099 patent/CN1062946A/en not_active Withdrawn
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1098956C (en) * | 1999-11-25 | 2003-01-15 | 天津大学 | Energy-dissipating damping shear wall with reinforced concrete network frame |
| CN101736832B (en) * | 2009-12-18 | 2011-08-10 | 北京工业大学 | Confined masonry structure and making method thereof |
| CN102587693A (en) * | 2012-03-09 | 2012-07-18 | 沈汉杰 | Two-storey modular villa building and construction method thereof |
| CN102587693B (en) * | 2012-03-09 | 2013-10-23 | 沈汉杰 | Two-storey modular villa building and construction method thereof |
| CN102901648A (en) * | 2012-09-18 | 2013-01-30 | 宁波大学 | Restraint device for column fire resisting test |
| CN102901648B (en) * | 2012-09-18 | 2015-04-08 | 宁波大学 | Restraint device for column fire resisting test |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C03 | Withdrawal of patent application (patent law 1993) | ||
| WW01 | Invention patent application withdrawn after publication |