CN204311621U - A kind of cast-in-situ steel reinforced concrete clear water infilled wall - Google Patents
A kind of cast-in-situ steel reinforced concrete clear water infilled wall Download PDFInfo
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- CN204311621U CN204311621U CN201420772124.7U CN201420772124U CN204311621U CN 204311621 U CN204311621 U CN 204311621U CN 201420772124 U CN201420772124 U CN 201420772124U CN 204311621 U CN204311621 U CN 204311621U
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- infilled wall
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Abstract
It is frame construction or shear wall structure that the utility model is applicable to structure types, and infilled wall adopts the building engineering of concreting, clear-water concrete construction technology.A kind of cast-in-situ steel reinforced concrete clear water infilled wall is proposed, relate to infilled wall, described infilled wall is Concrete Filled wall, it is characterized in that: in the body of wall of infilled wall, be provided with cracking resistance distributing bar layer, the top of the cracking resistance distributing bar layer of every layer all passes its upper strata floor, and the root of upper strata infilled wall cracking resistance distributing bar layer and the floor parts that passes of lower floor's infilled wall cracking resistance distributing bar layer overlap or be welded to connect; Bottom body of wall, agent structure contact site Yan Qiang is provided with anti-earthquake ductility isolation strip.Infilled wall of the present utility model is constructed together with main structural engineering, it is shaping to build, and greatly reduces operation, accelerating construction progress, saving construction cost, has stopped infilled wall and has built the disadvantage brought with plastering technique by laying bricks or stones.
Description
Technical field
It is frame construction or shear wall structure that the utility model is applicable to structure types, and infilled wall adopts the building engineering of concreting, clear-water concrete construction technology.
Background technology
Traditional masonry filler wall construction technology is after the construction of main body concrete structure engineering, carries out that filled wall sockets reinforcement construction, filled wall is built by laying bricks or stones successively, after masonry settlement stability, carries out a kind of construction technology that slightly expanded concrete filling, infilled wall masonry and structural concrete joint treatment and wall plastering were tiltedly built or built in infilled wall top.Although this technique is widely used, in the process of this technique of application, still expose following many disadvantages:
1. operation is many, long construction period, organization and administration difficulty are large.
Traditional handicraft comprises all multiple operation, and the work progress duration is long, terminates from building preparation by laying bricks or stones to wall plastering, and average one deck masonry filler wall needs lasting about 30 days the soonest.Meanwhile, the rationalization of personnel in work progress, material and construction equipment and allotment intricate operation, workload is large, and organization and administration difficulty is large.
2. artificial, the material of at substantial and plant equipment, economic benefit is low.
Traditional handicraft needs to build by laying bricks or stones to drop into the wall plastering stage at infilled wall a large amount of to build the many cooperation work posts of work and plasterer and other by laying bricks or stones, and at substantial is built by laying bricks or stones and plastering material and construction machinery machine-team, and considerably increase construction cost, economic benefit is low.
3. common quality defect is many, maintenance difficulty is large.
Common quality defect in traditional handicraft work progress is a lot, common easily occurs seepage etc. as body of wall settlement crack, wall plastering crack, gaul, wall plastering dusting, washroom partition wall.These common quality defect maintenance process difficulty are large, had a strong impact on impression quality, for acceptance on examination makes troubles after maintenance process.
4. situ wet operation is many, and Environmental protection management difficulty is large.
The wet construction of building wall and plastering engineering, the dust produced and mortar very easily pollute the sanitation of environment of job site periphery, increase Environmental protection management difficulty and environmental cost input.
Summary of the invention
In order to overcome above-mentioned many deficiencies of traditional handicraft, the utility model provides a kind of cast-in-situ steel reinforced concrete clear water infilled wall, the infilled wall eliminating traditional handicraft is built by laying bricks or stones and wall plastering operation, can significantly accelerating construction progress, overcome traditional handicraft drawback, save construction cost.
The technical scheme that the utility model is adopted for achieving the above object is: propose a kind of cast-in-situ steel reinforced concrete clear water infilled wall, relate to infilled wall, described infilled wall is Concrete Filled wall, it is characterized in that: simultaneously infilled wall builds shaping infilled wall with main structural engineering, cracking resistance distributing bar layer is provided with in the body of wall of described infilled wall, the top of the cracking resistance distributing bar layer of every layer all passes its upper strata floor, and the root of upper strata infilled wall cracking resistance distributing bar layer and the floor parts that passes of lower floor's infilled wall cracking resistance distributing bar layer overlap or be welded to connect; Bottom body of wall, agent structure contact site Yan Qiang is provided with anti-earthquake ductility isolation strip.
Described cracking resistance distributing bar layer is individual layer reinforced mesh, and single steel bar diameter is 6-12mm.
Described anti-earthquake ductility isolation strip is bar shaped polystyrene plate.
Described bar shaped polystyrene plate thickness is 20-40mm, and width 30-50mm less of infilled wall width, length is infilled wall length.
The utility model structure is simple, arranges individual layer cracking resistance distributing bar mesh sheet and bar shaped anti-earthquake ductility isolation strip at filled wall position, adopt Construction technology of fair-faced concrete, infilled wall constructed together with main structural engineering, build shaping.By arranging bar shaped anti-earthquake ductility isolation strip, disconnecting being rigidly connected of cast-in-place infilled wall and agent structure, structure is put in formation, after avoiding infilled wall concrete construction, cause the integral rigidity of main structural engineering increase and reduce the overall anti-earthquake ductility of structure.Infilled wall and main structural engineering are built shaping simultaneously, operation, accelerating construction progress, reduction of erection time can be greatly reduced, decrease artificial, material and plant equipment consumption significantly, save construction cost, and fundamentally stopped infilled wall build by laying bricks or stones bring with plastering technique a series of disadvantages, effectively reduce environment pollution, its economic benefit and social benefit remarkable.
Accompanying drawing explanation
Fig. 1 is cast-in-situ concrete clear water infilled wall sectional drawing.
Fig. 2 is steel concrete clear water infilled wall organigram.
Fig. 3 is steel concrete clear water infilled wall model sheetinstallat and concreting schematic diagram.
In figure: the infilled wall cracking resistance distributing bar layer of 1-upper strata, 2-lower floor infilled wall cracking resistance distributing bar layer, 3-anti-earthquake ductility isolation strip, 4-infilled wall template, 5-agent structure template, 6-concrete.
Detailed description of the invention
Cast-in-situ steel reinforced concrete clear water infilled wall as shown in Figure 1, infilled wall and main structural engineering are constructed simultaneously, one-time-concreting is shaping.Be provided with cracking resistance distributing bar layer in body of wall, upper strata floor is stretched out at the top of upper strata infilled wall cracking resistance distributing bar layer 1, and its root is connected by overlapping or welding with lower floor infilled wall cracking resistance distributing bar layer 2; Bottom body of wall, agent structure contact site Yan Qiang is provided with anti-earthquake ductility isolation strip 3, anti-earthquake ductility isolation strip 3 is bar shaped polystyrene plate, and its thickness is for being 20-40mm, width 30-50mm less of infilled wall width, and length is infilled wall length.
During construction, as shown in Figures 2 and 3, at colligation upper strata, infilled wall position infilled wall cracking resistance distributing bar layer 1, its root overlaps with lower floor infilled wall cracking resistance distributing bar layer 2 and is connected or is welded to connect, and upper strata floor is stretched out at the top of upper strata infilled wall cracking resistance distributing bar layer 1; At the root of cracking resistance structure individual layer mesh sheet reinforcing bar 1, bar shaped anti-earthquake ductility isolation strip 3 is set, anti-earthquake ductility isolation strip 3 disconnects being rigidly connected of cast-in-place infilled wall and agent structure, formation is dangled structure, after avoiding infilled wall concrete construction, cause the integral rigidity of main structural engineering to increase, and then reduce the overall anti-earthquake ductility of structure.
Then, as shown in Figure 3, infilled wall template 4 and agent structure template 5 are installed, and build infilled wall walls concrete 6 with agent structure.After wall walls concrete 6 to be filled reaches strength of mould stripping, infilled wall template 4 is removed, complete the construction of cast-in-situ steel reinforced concrete clear water infilled wall.
Build shaping by infilled wall and main structural engineering, the filled wall eliminated in traditional handicraft is built by laying bricks or stones and wall plastering operation simultaneously, can effectively accelerating construction progress, overcome traditional handicraft drawback, save construction cost.
Claims (4)
1. a cast-in-situ steel reinforced concrete clear water infilled wall, relate to infilled wall, described infilled wall is Concrete Filled wall, it is characterized in that: simultaneously infilled wall builds shaping infilled wall with main structural engineering, cracking resistance distributing bar layer is provided with in the body of wall of described infilled wall, the top of the cracking resistance distributing bar layer of every layer all passes its upper strata floor, and the root of upper strata infilled wall cracking resistance distributing bar layer and the floor parts that passes of lower floor's infilled wall cracking resistance distributing bar layer overlap or be welded to connect; Bottom body of wall, agent structure contact site Yan Qiang is provided with anti-earthquake ductility isolation strip.
2. cast-in-situ steel reinforced concrete clear water infilled wall according to claim 1, is characterized in that: described cracking resistance distributing bar layer is individual layer reinforced mesh, and single steel bar diameter is 6mm-12mm.
3. cast-in-situ steel reinforced concrete clear water infilled wall according to claim 1, is characterized in that: described anti-earthquake ductility isolation strip is bar shaped polystyrene plate.
4. cast-in-situ steel reinforced concrete clear water infilled wall according to claim 3, is characterized in that: described bar shaped polystyrene plate thickness is 20-40mm, and width 30-50mm less of infilled wall width, length is infilled wall length.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420772124.7U CN204311621U (en) | 2014-12-10 | 2014-12-10 | A kind of cast-in-situ steel reinforced concrete clear water infilled wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420772124.7U CN204311621U (en) | 2014-12-10 | 2014-12-10 | A kind of cast-in-situ steel reinforced concrete clear water infilled wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204311621U true CN204311621U (en) | 2015-05-06 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420772124.7U Expired - Fee Related CN204311621U (en) | 2014-12-10 | 2014-12-10 | A kind of cast-in-situ steel reinforced concrete clear water infilled wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN204311621U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863541A (en) * | 2021-09-29 | 2021-12-31 | 中国建筑第八工程局有限公司 | Construction method of ultra-long thin-wall clear water concrete wall |
-
2014
- 2014-12-10 CN CN201420772124.7U patent/CN204311621U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863541A (en) * | 2021-09-29 | 2021-12-31 | 中国建筑第八工程局有限公司 | Construction method of ultra-long thin-wall clear water concrete wall |
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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 |
Granted publication date: 20150506 Termination date: 20201210 |
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| CF01 | Termination of patent right due to non-payment of annual fee |