CN203891247U - Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall - Google Patents
Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall Download PDFInfo
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- CN203891247U CN203891247U CN201420181272.1U CN201420181272U CN203891247U CN 203891247 U CN203891247 U CN 203891247U CN 201420181272 U CN201420181272 U CN 201420181272U CN 203891247 U CN203891247 U CN 203891247U
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- shear wall
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 19
- 230000002787 reinforcement Effects 0.000 claims description 22
- 238000010276 construction Methods 0.000 claims description 20
- 239000004567 concrete Substances 0.000 claims description 18
- 230000003014 reinforcing effect Effects 0.000 claims description 14
- 239000011449 brick Substances 0.000 claims description 11
- 239000004575 stone Substances 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 2
- 238000009413 insulation Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 230000001568 sexual effect Effects 0.000 description 1
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Abstract
The utility model discloses a mixing structure of an upper-portion reinforced masonry shear wall and a bottom reinforced concrete shear wall, and belongs to the field of building structure. The mixing structure is formed by no less than 6 layers of reinforced concrete shear walls, a reinforced masonry shear wall and a connecting beam, and is characterized in that the reinforced concrete shear walls is arranged at the bottom; the reinforced masonry shear wall is arranged in the upper portion; the connecting beam is arranged in the middle part; and the reinforced concrete shear walls, the reinforced masonry shear wall and the connecting beam are connected into the mixing structure via reinforced bars, the total height of the mixing structure is less than 100 m. Because the height of a building built by a single reinforced concrete shear wall is restrained into 20 layers, so space resources cannot fully used. The mixing structure provided by the utility model is free of such restrain, so space is fully used. The reinforced concrete shear walls are characterized by strong lateral stiffness, high strength and good anti-collision ability and are advantageous in that sources are saved, the reinforced concrete shear walls are environmentally-friendly, and earthquake resisting performance is good.
Description
Technical field
The application relates to building structure field, is specially a kind of bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction.
Background technology
Along with day being becoming tight of the growing and construction land of urban construction, making full use of the usefull space is the direction that we will endeavour research.The multi-storey building that adopts reinforced concrete frame structure system, total cost increases by 1/3 left and right than brick mix structure conventionally, and adopts the multi-storey building anti-seismic performance of traditional brick mix structure system poor.Meanwhile, that country is greatly developing is energy-conservation, save land, the thermal insulation novel wall material that profit is useless, and restriction loam brick is produced and is used, and actively encourages novel wall material research and development.Therefore, the application of novel wall is anxious waits to expand.
Reinforced concrete shear wall has the characteristics such as intensity is high, ductility good, shatter-proof, but its cost is higher, and horizontal planning of building limitation is large, the space that more difficult acquisition is larger.
Reinforced masonry shear wall structure is to bear vertical and the built with ribbed bricks shear wall of horizontal force and the house architectural structure that concrete building, roof system form, and it has and economizes on resources, and environmentally friendly, anti-seismic performance is good, the advantage such as is suitable for flexibly.Reinforced masonry system is the first-elected new architecture of the Ministry of Construction, meets the requirement of national sustainable development.Its minimum steel ratio is half of concrete shear force wall, can save steel 30～50%, does not need template, can save timber 30～50%, and the existence of building block can be saved cement 30～50%, and the saving of resource can be so that construction costs reduces by 15 ~ 30%; Protection bed thickness, there is good fire prevention and sound insulation property, the design of heat insulation building block makes body of wall energy-conservation ventilative again, speed of application is fast, can reduce in a large number the noise pollution causing in work progress, and can significantly reduce on-the-spot sand, stone, cement stacking, the manufacturing process of building block can be utilized a large amount of industry and building debris; Reinforced masonry shear wall has the characteristics such as intensity is high, ductility good, shatter-proof, and both at home and abroad a large amount of such buildings show fabulous performance in earthquake, while being subject to the affecting of the many factors such as temperature, drying shrinkage, is not easy to occur crack; The span of building block House with Big Room Openning is accomplished 6m～8m or larger, has compliance, flexibility, correctability, meets a sexual demand.But because the height restriction of single reinforced masonry shear wall structure is 20 layers, and the height of present most of middle-high building all approaches 100 meters, and the building of single reinforced masonry shear wall structure can not make full use of effective architectural space.Bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction has solved this problem, and has the advantage of two kinds of shear walls concurrently.
Utility model content
The purpose of this utility model is to provide that a kind of cost is low, intensity is high, ductility is good, anti-seismic performance is good, can make full use of again architectural space, economizes on resources, the construction wall structure of applicable, environmental protection flexibly.
The purpose of this utility model is achieved by the following technical solution:
A kind of bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction, it is by reinforced concrete shear wall 1, reinforced masonry shear wall 2 and tie-beam 7 form, it is characterized in that: described reinforced concrete shear wall 1 is positioned at bottom, reinforced masonry shear wall 2 is positioned at top, in the middle of tie-beam 7 is positioned at, and connect into combination construction by reinforcing bar, the top of reinforced concrete shear wall 1 have stretch out certain length stretch out reinforcing bar 3, in reinforced masonry shear wall 2, be interspersed with and the vertical reinforcement 4 that stretches out reinforcing bar 3 and be connected, the depth of building of building by laying bricks or stones is 20 meters to 100 meters, the number of plies of reinforced concrete shear wall 1 is not less than 6 layers, stretching out reinforcing bar 3 is welding or colligation with the connected mode of vertical reinforcement 4, stretch out reinforcing bar 3 extensions and be bent to centre position.Bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction has that cost is low, intensity is high, ductility is good, anti-seismic performance is good, can make full use of again architectural space, economizes on resources, the advantage such as applicable, environmental protection flexibly.
Accompanying drawing explanation
Fig. 1 is bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction floor map;
Fig. 2 is bottom reinforcement bars concrete shear force wall and the local sectional side view that is connected of top reinforced masonry shear wall;
Fig. 3 is the local connection diagram of bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall.
Description of reference numerals is as follows: 1-reinforced concrete shear wall 2-reinforced masonry shear wall 3-stretches out reinforcing bar 4-vertical reinforcement 5-transverse reinforcement 6-mortar 7-beam.
The specific embodiment
Below with reference to accompanying drawing, the application is described further:
Embodiment 1:
A kind of bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction, its building method is: every layer of bottom is the fixing position of reinforcing bar first, and place template, maintenance a period of time after concreting, treat that concrete reaches enough intensity and with identical method, carries out building by laying bricks or stones of lower one deck more later, carrying out the 10th layer while building by laying bricks or stones, its top need be reserved and stretch out reinforcing bar 3, its upper end is bent to centre position, after completing the building by laying bricks or stones of beam and plate, on beam 7, carry out building by laying bricks or stones of top reinforced masonry shear wall, up build by laying bricks or stones on building block one skin one skin ground, after reaching a certain height, from the vertical hole of building block, insert vertical reinforcement 4, and in the clean-out hatch of a bottom skin building block by vertical reinforcement 4 with stretch out reinforcing bar 3 and be connected, and guarantee that the length connecting is enough, then concrete perfusion in building block hole, finally form the shear wall combination construction that stress performance is good.
Above-mentioned drawings and Examples are only more preferably a kind of for the application is described; protection domain to the application does not constitute any limitation, within those skilled in the art carries out common variation and replaces and should be included in the application's protection domain within the scope of the application's scheme.
Claims (5)
1. a bottom reinforcement bars concrete shear force wall top reinforced masonry shear wall combination construction, it is by reinforced concrete shear wall (1), reinforced masonry shear wall (2) and tie-beam (7) form, it is characterized in that: described reinforced concrete shear wall (1) is positioned at bottom, reinforced masonry shear wall (2) is positioned at top, in the middle of tie-beam (7) is positioned at, and connect into combination construction by reinforcing bar, the top of reinforced concrete shear wall (1) have stretch out certain length stretch out reinforcing bar (3), in reinforced masonry shear wall (2), be interspersed with and the vertical reinforcement (4) that stretches out reinforcing bar (3) and be connected.
2. a kind of bottom reinforcement bars concrete shear force wall according to claim 1 top reinforced masonry shear wall combination construction, is characterized in that: the depth of building of building by laying bricks or stones is 20 meters to 100 meters.
3. a kind of bottom reinforcement bars concrete shear force wall according to claim 1 top reinforced masonry shear wall combination construction, is characterized in that: the number of plies of reinforced concrete shear wall (1) is not less than 6 layers.
4. a kind of bottom reinforcement bars concrete shear force wall according to claim 1 top reinforced masonry shear wall combination construction, is characterized in that: stretching out reinforcing bar (3) is welding or colligation with the connected mode of vertical reinforcement (4).
5. a kind of bottom reinforcement bars concrete shear force wall according to claim 1 top reinforced masonry shear wall combination construction, is characterized in that: stretch out reinforcing bar (3) extension and be bent to centre position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420181272.1U CN203891247U (en) | 2014-04-16 | 2014-04-16 | Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420181272.1U CN203891247U (en) | 2014-04-16 | 2014-04-16 | Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891247U true CN203891247U (en) | 2014-10-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420181272.1U Expired - Fee Related CN203891247U (en) | 2014-04-16 | 2014-04-16 | Mixing structure of upper-portion reinforced masonry shear wall and bottom reinforced concrete shear wall |
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| Country | Link |
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| CN (1) | CN203891247U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
-
2014
- 2014-04-16 CN CN201420181272.1U patent/CN203891247U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee after: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Patentee after: ZHUZHOU BOERMAN TECHNOLOGY DEVELOPMENT Co.,Ltd. Address before: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee before: XUCHANG JINKE BUILDING REMOVING CO.,LTD. Patentee before: ZHUZHOU BOERMAN TECHNOLOGY DEVELOPMENT Co.,Ltd. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20151126 Address after: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee after: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Address before: The northern section of Xuchang city in Henan province Dongcheng District Wei Road 461000 Patentee before: XUCHANG JINKE RESOURCE RECYCLING Co.,Ltd. Patentee before: ZHUZHOU BOERMAN TECHNOLOGY DEVELOPMENT Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141022 |
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| CF01 | Termination of patent right due to non-payment of annual fee |