CN202658765U - Keel framework concrete anti-crack filling wall - Google Patents
Keel framework concrete anti-crack filling wall Download PDFInfo
- Publication number
- CN202658765U CN202658765U CN2012202486754U CN201220248675U CN202658765U CN 202658765 U CN202658765 U CN 202658765U CN 2012202486754 U CN2012202486754 U CN 2012202486754U CN 201220248675 U CN201220248675 U CN 201220248675U CN 202658765 U CN202658765 U CN 202658765U
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- keel
- wall
- column
- steel
- framework concrete
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Abstract
The utility model discloses a keel framework concrete anti-crack filling wall. The keel framework concrete anti-crack filling wall comprises a plurality of vertically arranged keel stand columns; the keel stand column is arranged based on the shape of the wall; a steel screen is arranged on the outer periphery of each keel stand column; and concrete is filled in the steel screen. The steel rib is used as the main structure, the steel mesh is used as the branch structure, the wall is molded by casting reinforced concrete, and the steel mesh does not need to be removed after the wall is molded, so that the working efficiency is improved, the working period is greatly shortened, and stresses caused by temperature, earthquake or other reasons can be resisted as the steel mesh does not need to be removed. Therefore, the earthquake resistance of the wall is good, and the service life of buildings can be prolonged.
Description
Technical field
The utility model relates to the technical field of construction work, espespecially a kind of keel framework concrete anticracking filled wall.
Background technology
Building construction is as the mankind's production, life area, and in use, security performance is particularly important.Early stage construction wall generally adopts building block or brick wall, needs manual building by laying bricks or stones, and not only efficiency of construction is low, the construction period is long, construction environment is poor, and the body of wall variation in moulding is general, and antidetonation and cracking resistance are very poor again.Reinforced concrete wall has appearred again afterwards, although reinforced concrete wall antidetonation and cracking resistance are stronger, construction environment also increases, but need to adopt wooden template during pouring, do not need stripping after the pouring, therefore not only expend timber, be unfavorable for environmental protection, and efficiency of construction also not high, the construction period is longer equally.
The utility model content
Technical problem to be solved in the utility model is to provide a kind of again good keel framework concrete anticracking filled wall of stripping, anti-seismic performance that need not.
For solving the problems of the technologies described above, technical solution of the present utility model is:
A kind of keel framework concrete anticracking filled wall comprises the some keel columns that vertically arrange, and this keel column arranges according to the moulding shape of body of wall, is provided with expanded metal lath, placing of concrete within expanded metal lath in the periphery of each keel column.
Be equipped with some horizontal band steels between two keel columns that are oppositely arranged in described some keel columns.
The inboard of described some keel columns arranges transverse reinforcement and longitudinal reinforcement.
Described column is the U-shaped steel.
On the angle steel that described keel column is welded at the bottom of the wall or wall pushes up.
Described keel column is welded on the H shape steel column in the wall column by band steel.
Described wall outer side trowelling has one deck cement mortar basic unit.
After adopting such scheme, because body of wall described in the utility model is as main structure take reinforcing bar, the steel mesh mould is a structure, it is steel joist support+tension expanded metal lath, combined with steel reinforced concrete is built moulding again, need not to remove expanded metal lath after the moulding, not only can increase work efficiency, reduction of erection time greatly, and can rely on and exempt to tear open the expanded metal lath mould and resist the various stress that produced by temperature, earthquake or other reason, therefore, anti-seismic performance is good, can reach body of wall purpose not easy to crack, and can prolong the service life of building.
Description of drawings
Fig. 1 is structural representation of the present utility model;
Fig. 2 is that keel column described in the utility model is combined schematic diagram with angle steel;
Fig. 3 is that the utility model is combined schematic diagram (center pillar) with steel column;
Fig. 4 is that the utility model is combined schematic diagram (corner post) with steel column.
The specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
What the utility model disclosed is a kind of keel framework concrete anticracking filled wall, as shown in Figure 1, is preferred embodiment of the present utility model.Described body of wall comprises the some keel columns 1 that vertically arrange, this keel column 1 arranges according to the moulding shape of body of wall, periphery at each keel column 1 is provided with expanded metal lath 2, and placing of concrete 3 within expanded metal lath 2, thereby consists of keel framework concrete anticracking filled wall.
Further, between two keel columns 1 that are oppositely arranged, can add some horizontal band steels 4, in order to increase horizontal support.In the inboard of keel column 1 transverse reinforcement 5 and longitudinal reinforcement 6 can also be set, thereby consist of reinforced concrete structure, in order to increase the intensity of body of wall.Described column 1 can be the U-shaped steel.
When practice of construction, described keel column 1 can be welded at the bottom of the wall or the angle steel 7 on wall top on (as shown in Figure 2) so that fixing keel column.Therefore be positioned at the body of wall of wall column, owing to be provided with H shape steel column 8 within the wall column, described keel column 1 also can be welded on this H shape steel column 8 by band steel, so that fixing keel column.As Fig. 2 be as described in the center pillar position body of wall and H shape steel column 8 in conjunction with schematic diagram; And Fig. 3 is that the described body of wall in corner post position and H shape steel column 8 are in conjunction with schematic diagram.
In addition, after the body of wall pouring, can also in wall outer side trowelling one deck cement mortar basic unit 9, perhaps carry out again wall decoration.
The above is preferred embodiment of the present utility model only, is not to limit the scope that the utility model is implemented.So variation or the modification in every case done according to claim of the present utility model and manual all should belong within the scope that the utility model patent contains.
Claims (7)
1. keel framework concrete anticracking filled wall is characterized in that: described body of wall comprises the some keel columns that vertically arrange, and is provided with expanded metal lath, placing of concrete within expanded metal lath in the periphery of each keel column.
2. keel framework concrete anticracking filled wall according to claim 1 is characterized in that: be equipped with some horizontal band steels between two keel columns that are oppositely arranged in described some keel columns.
3. keel framework concrete anticracking filled wall according to claim 1, it is characterized in that: the inboard of described some keel columns arranges transverse reinforcement and longitudinal reinforcement.
4. keel framework concrete anticracking filled wall according to claim 1, it is characterized in that: described column is the U-shaped steel.
5. keel framework concrete anticracking filled wall according to claim 1 is characterized in that: on the angle steel that described keel column is welded at the bottom of the wall or wall pushes up.
6. keel framework concrete anticracking filled wall according to claim 1 is characterized in that: described keel column is welded on the H shape steel column in the wall column by band steel.
7. keel framework concrete anticracking filled wall according to claim 1, it is characterized in that: described wall outer side trowelling has one deck cement mortar basic unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202486754U CN202658765U (en) | 2012-05-30 | 2012-05-30 | Keel framework concrete anti-crack filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012202486754U CN202658765U (en) | 2012-05-30 | 2012-05-30 | Keel framework concrete anti-crack filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202658765U true CN202658765U (en) | 2013-01-09 |
Family
ID=47453679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012202486754U Expired - Fee Related CN202658765U (en) | 2012-05-30 | 2012-05-30 | Keel framework concrete anti-crack filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202658765U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074285A (en) * | 2014-06-30 | 2014-10-01 | 浙江省二建建设集团有限公司 | ultra-long concrete wall body structure and method for controlling structural cracks by constructing wall body |
| CN106368350A (en) * | 2016-10-12 | 2017-02-01 | 武汉理工大学 | U-steel keel composite wall |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN111997269A (en) * | 2020-10-28 | 2020-11-27 | 湖南地宝龙装饰材料有限公司 | Combined wall framework |
-
2012
- 2012-05-30 CN CN2012202486754U patent/CN202658765U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104074285A (en) * | 2014-06-30 | 2014-10-01 | 浙江省二建建设集团有限公司 | ultra-long concrete wall body structure and method for controlling structural cracks by constructing wall body |
| CN106368350A (en) * | 2016-10-12 | 2017-02-01 | 武汉理工大学 | U-steel keel composite wall |
| CN106368350B (en) * | 2016-10-12 | 2019-01-04 | 武汉理工大学 | A kind of channel-section steel keel assembled wall |
| CN107989232A (en) * | 2018-01-12 | 2018-05-04 | 重庆凌锋投资管理有限公司 | A kind of Prefabricated composite assembling steel plate shear wall |
| CN111997269A (en) * | 2020-10-28 | 2020-11-27 | 湖南地宝龙装饰材料有限公司 | Combined wall framework |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130109 Termination date: 20200530 |