CN202000380U - Basement outer wall post-pouring belt backfill protective plate - Google Patents

Basement outer wall post-pouring belt backfill protective plate Download PDF

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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
Authority
CN
China
Prior art keywords
basement
guard shield
sealing
precast concrete
ater
Prior art date
Application number
CN201120027101XU
Other languages
Chinese (zh)
Inventor
龙叶天
任志平
陈国�
周佳军
雷晓勤
张振兴
邓国辉
吴鹏
陈元
Original Assignee
中建三局建设工程股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 中建三局建设工程股份有限公司 filed Critical 中建三局建设工程股份有限公司
Priority to CN201120027101XU priority Critical patent/CN202000380U/en
Application granted granted Critical
Publication of CN202000380U publication Critical patent/CN202000380U/en

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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

Outer wall of basement ater-casting backfill guard shield
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.
CN201120027101XU 2011-01-27 2011-01-27 Basement outer wall post-pouring belt backfill protective plate CN202000380U (en)

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

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120027101XU 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 (12)

* Cited by examiner, † Cited by third party
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
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

Cited By (13)

* Cited by examiner, † Cited by third party
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
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
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
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
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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Granted publication date: 20111005

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