CN202000380U - Basement outer wall post-pouring belt backfill protective plate - Google Patents
Basement outer wall post-pouring belt backfill protective plate Download PDFInfo
- Publication number
- CN202000380U CN202000380U CN201120027101XU CN201120027101U CN202000380U CN 202000380 U CN202000380 U CN 202000380U CN 201120027101X U CN201120027101X U CN 201120027101XU CN 201120027101 U CN201120027101 U CN 201120027101U CN 202000380 U CN202000380 U CN 202000380U
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- CN
- China
- Prior art keywords
- wall
- guard shield
- basement
- sealing
- precast concrete
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- Expired - Lifetime
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Abstract
The utility model discloses a basement outer wall post-pouring belt backfill protective plate which is characterized by comprising a precast concrete slab and two sealing-up screws, wherein the sealing-up screws are fixed on the precast concrete slab, sealing-up pieces are fixed in the middle of the sealing-up screws, preformed holes are arranged at the four corners of the precast concrete slab, a single-layer bidirectional reinforcement is arranged in the precast concrete slab, the protective plate is fixed with a template system at the inner side of a basement outer wall, the sealing-up screws on the protective plate penetrate through steel tubes on the template system and then are fixed by an hill-shaped clamp, tendons implanted in the preformed holes in the precast concrete slab are fixed with the basement outer wall, and a cement plaster layer is arranged between the protective plate and the basement outer wall. The basement outer wall post-pouring belt backfill protective plate can effectively shorten the engineering period, reduce the construction difficulty and improve the construction quality, and has the advantages that the process is simple, the construction convenient and the application range is wide.
Description
Technical field
The utility model relates to a kind of outer wall of basement ater-casting backfill guard shield.
Background technology
Large-scale basement is owing to need be provided with the ater-casting according to standard, the ater-casting often need from basement side wall to connect and after agent structure is finished a period of time could seal, and owing to need between outer wall of basement and foundation ditch to shift to an earlier date the construction waterproof layer and carry out backfill, so the basement backfill at place, ater-casting need be carried out after the sealing of ater-casting, the duration is longer.
The utility model content
Technical problem to be solved in the utility model provides a kind of outer wall of basement backfill guard shield, after the ater-casting guard shield is installed, can carry out the construction of waterproof roll and basement backfill in advance before basement post-pouring zone does not seal.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of outer wall of basement ater-casting backfill guard shield system; it is characterized in that: described guard shield comprises precast concrete plank and sealing up screw, and described sealing up screw is two, is fixed on the precast concrete plank; the sealing up screw middle part is the sealing sheet fixedly, and precast concrete plank is provided with preformed hole for four jiaos.
Be provided with the single-layer bidirectional arrangement of reinforcement in the described precast concrete plank.
Described guard shield is by fixing with the template system of outer wall of basement inboard.
Sealing up screw on the described guard shield fastens with the mountain type after passing steel pipe on the template system.
Bar planting and outer wall of basement are fixed in the preformed hole in the described precast concrete plank.
Be provided with cement sand bed between described guard shield and the outer wall of basement.
Guard shield is respectively equipped with cement mortar screeding layer, waterproof roll layer, cement mortar outward and tamps layer and cement shale solid brick layer.
The utlity model has following advantage:
The utility model outer wall of basement backfill guard shield can effectively be saved the duration of a project, reduce difficulty of construction, improves workmanship, has that technology is simple, an easy construction, advantage applied widely.
Description of drawings
Fig. 1 is an outer wall of basement backfill guard shield elevation
Fig. 2 is an outer wall of basement backfill guard shield plan view
Fig. 3 is an outer wall of basement backfill guard shield arrangement of reinforcement
Fig. 4 ater-casting shifts to an earlier date close and protect plate and formwork reinforcing joint figure
Fig. 5 basis post-pouring belt of outer wall guard shield systematic waterproofing hierarchy node figure
Among the figure: 1-precast concrete plank, 2-sealing up screw, 3-sealing sheet, 4-preformed hole, 5-template system, 6-steel pipe, 7-mountain type card, 8-outer wall of basement, 9-single-layer bidirectional arrangement of reinforcement, 10-foundation ditch retaining wall, 11-steel plate for sealing water, 12-waterproof system
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
A kind of outer wall of basement ater-casting backfill guard shield system; it is characterized in that: described guard shield comprises precast concrete plank and sealing up screw, and described sealing up screw is two, is fixed on the precast concrete plank; the sealing up screw middle part is the sealing sheet fixedly, and precast concrete plank is provided with preformed hole for four jiaos.
Be provided with the single-layer bidirectional arrangement of reinforcement in the described precast concrete plank.
Described guard shield is by fixing with the template system of outer wall of basement inboard.
Sealing up screw on the described guard shield fastens with the mountain type after passing steel pipe on the template system.
Bar planting and outer wall of basement are fixed in the preformed hole in the described precast concrete plank.
Be provided with cement sand bed between described guard shield and the outer wall of basement.Be provided with steel plate for sealing water in the outer wall of basement at place, ater-casting.
Guard shield is respectively equipped with cement mortar screeding layer, waterproof roll layer outward, cement mortar tamps layer and cement shale solid brick layer constitutes the waterproof system.
Claims (7)
1. outer wall of basement ater-casting backfill guard shield system; it is characterized in that: described guard shield comprises precast concrete plank and sealing up screw, and described sealing up screw is two, is fixed on the precast concrete plank; the sealing up screw middle part is the sealing sheet fixedly, and precast concrete plank is provided with preformed hole for four jiaos.
2. outer wall of basement according to claim 1 ater-casting backfill guard shield system is characterized in that: be provided with the single-layer bidirectional arrangement of reinforcement in the described precast concrete plank.
3. according to claim 1 or described outer wall of basement ater-casting backfill guard shield system, it is characterized in that: described guard shield is by fixing with the template system of outer wall of basement inboard.
4. outer wall of basement according to claim 3 ater-casting backfill guard shield system is characterized in that: the sealing up screw on the described guard shield fastens with the mountain type after passing steel pipe on the template system.
5. outer wall of basement according to claim 1 ater-casting backfill guard shield system, it is characterized in that: bar planting and outer wall of basement are fixed in the preformed hole in the described precast concrete plank.
6. outer wall of basement according to claim 1 and 2 ater-casting backfill guard shield system is characterized in that: be provided with cement sand bed between described guard shield and the outer wall of basement.
7. outer wall of basement according to claim 1 ater-casting backfill guard shield system is characterized in that: guard shield is respectively equipped with cement mortar screeding layer, waterproof roll layer, cement mortar outward and tamps layer and cement shale solid brick layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120027101XU CN202000380U (en) | 2011-01-27 | 2011-01-27 | Basement outer wall post-pouring belt backfill protective plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120027101XU CN202000380U (en) | 2011-01-27 | 2011-01-27 | Basement outer wall post-pouring belt backfill protective plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202000380U true CN202000380U (en) | 2011-10-05 |
Family
ID=44703125
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120027101XU Expired - Lifetime CN202000380U (en) | 2011-01-27 | 2011-01-27 | Basement outer wall post-pouring belt backfill protective plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202000380U (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677705A (en) * | 2012-05-23 | 2012-09-19 | 中天建设集团有限公司 | Post-cast strip outer wall waterproof processing structure |
| CN102747750A (en) * | 2012-07-17 | 2012-10-24 | 天津住宅集团建设工程总承包有限公司 | Construction method for post-pouring settlement belt protective measures of basement top plates |
| CN103195102A (en) * | 2013-04-23 | 2013-07-10 | 中建七局第二建筑有限公司 | Post-cast strip form support structure and method for underground waterproof shear walls |
| CN103266629A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction process |
| CN103266630A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction structure |
| CN103410173A (en) * | 2013-08-21 | 2013-11-27 | 天津二十冶建设有限公司 | Construction method for vertical post pouring belt plugging of underground structural outer wall |
| CN103615019A (en) * | 2013-12-16 | 2014-03-05 | 中建八局第四建设有限公司 | Method for plugging outer wall post-cast strip in advance |
| CN106120870A (en) * | 2016-08-12 | 2016-11-16 | 上海嘉实（集团）有限公司 | The advanced enclosed construction of poured band of outer wall of basement and construction method |
| CN106223367A (en) * | 2016-09-20 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement enclosure method and device |
| CN107476349A (en) * | 2016-06-08 | 2017-12-15 | 宜兴市周铁镇生力钻探机械厂 | Basement pouring after settlement construction technology |
| CN108842827A (en) * | 2018-08-07 | 2018-11-20 | 广东建星建造集团有限公司 | Sidewall of basement backfill soil structure and sidewall of basement backfill shift to an earlier date construction method |
| CN109441110A (en) * | 2018-12-21 | 2019-03-08 | 贵州建工集团第八建筑工程有限责任公司 | A kind of basement shear wall post-cast strip precast outer die construction method |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast strip |
-
2011
- 2011-01-27 CN CN201120027101XU patent/CN202000380U/en not_active Expired - Lifetime
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677705A (en) * | 2012-05-23 | 2012-09-19 | 中天建设集团有限公司 | Post-cast strip outer wall waterproof processing structure |
| CN102747750A (en) * | 2012-07-17 | 2012-10-24 | 天津住宅集团建设工程总承包有限公司 | Construction method for post-pouring settlement belt protective measures of basement top plates |
| CN103195102A (en) * | 2013-04-23 | 2013-07-10 | 中建七局第二建筑有限公司 | Post-cast strip form support structure and method for underground waterproof shear walls |
| CN103266629A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction process |
| CN103266630A (en) * | 2013-04-25 | 2013-08-28 | 浙江宏成建设集团有限公司 | Basement external wall post-poured band construction structure |
| CN103410173A (en) * | 2013-08-21 | 2013-11-27 | 天津二十冶建设有限公司 | Construction method for vertical post pouring belt plugging of underground structural outer wall |
| CN103615019A (en) * | 2013-12-16 | 2014-03-05 | 中建八局第四建设有限公司 | Method for plugging outer wall post-cast strip in advance |
| CN103615019B (en) * | 2013-12-16 | 2016-04-27 | 中建八局第四建设有限公司 | The method for blocking in advance of post-pouring belt of outer wall |
| CN107476349A (en) * | 2016-06-08 | 2017-12-15 | 宜兴市周铁镇生力钻探机械厂 | Basement pouring after settlement construction technology |
| CN106120870A (en) * | 2016-08-12 | 2016-11-16 | 上海嘉实（集团）有限公司 | The advanced enclosed construction of poured band of outer wall of basement and construction method |
| CN106223367A (en) * | 2016-09-20 | 2016-12-14 | 中建八局第四建设有限公司 | A kind of exterior wall pouring after settlement enclosure method and device |
| CN108842827A (en) * | 2018-08-07 | 2018-11-20 | 广东建星建造集团有限公司 | Sidewall of basement backfill soil structure and sidewall of basement backfill shift to an earlier date construction method |
| CN109441110A (en) * | 2018-12-21 | 2019-03-08 | 贵州建工集团第八建筑工程有限责任公司 | A kind of basement shear wall post-cast strip precast outer die construction method |
| CN110242040A (en) * | 2019-07-08 | 2019-09-17 | 中信国安建工集团有限公司 | Construction method based on building post-cast strip |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20111005 |
|
| CX01 | Expiry of patent term |