CN101666125A - Sealing method and structure of late poured band of basement - Google Patents
Sealing method and structure of late poured band of basement Download PDFInfo
- Publication number
- CN101666125A CN101666125A CN200910307039A CN200910307039A CN101666125A CN 101666125 A CN101666125 A CN 101666125A CN 200910307039 A CN200910307039 A CN 200910307039A CN 200910307039 A CN200910307039 A CN 200910307039A CN 101666125 A CN101666125 A CN 101666125A
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- basement
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- ater
- casting
- steel plate
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Abstract
The invention discloses a sealing method and a structure of a late poured band of a basement, which comprise: completing the concrete pouring of external walls of the building basement, cleaning concrete base surface at two sides of the late poured band of the external walls of the basement, then binding a steel plate to the external sides of the external walls at two sides of the late poured bandby adopting structural adhesive, and leading the steel plate to close gaps of the external walls at the late poured band in advance, thus carrying out the works of waterproof construction and earthwork backfill of the external walls of the basement in advance under the condition that the late poured band construction is not carried out. Compared with the prior art, the invention has the advantages of simple structure, easy construction, short construction time, good effect, low manufacturing cost and the like.
Description
Technical field
The present invention relates to a kind of enclosure method and structure of basement post-pouring zone, belong to the building structure construction technical field.
Background technology
In building engineering construction, the waterproof construction of basement and peripheral backfill generally need be built in the ater-casting and just can be carried out after sealing is finished, and to build the ater-casting, generally by designing requirement all after the concreting of outer wall of basement body 60 days or top out after just can carry out the closure construction of ater-casting, just can carry out the work of the waterproof construction and the backfilling of earthwork of the external side of outer wall of basement after finishing Deng the ater-casting closure construction, so just influence the building operations progress greatly.For addressing this problem, the method that generally adopts brick retaining wall in the prior art is with after the brick work barricade is done sealing outside the outer wall of basement body indentation, there at place, ater-casting, carry out the backfilling of earthwork work of the external side of outer wall of basement again, this job practices is not only complicated, but also influence the construction of follow-up basement waterproofing, and the pouring construction of later stage ater-casting is very inconvenient, and its waterproof effect is poor, occurs drainage easily.Therefore, the closure construction method of existing basement post-pouring zone and structure still are not ideal enough.
Summary of the invention
The objective of the invention is: provide a kind of simple in structure, construction easily, the enclosure method and the structure of the engineering time is short, progress is very fast, cost is low basement post-pouring zone, to overcome the deficiencies in the prior art.
The present invention is achieved in that the enclosure method of a kind of basement post-pouring zone of the present invention is after the outer walls concrete cast of finishing building basement, earlier the concrete basic unit face on both sides, place, outer wall of basement body ater-casting is cleaned out, adopt structure glue steel plate to be sticked on the lateral surface of body of wall outside the both sides, place, ater-casting then, steel plate is closed the outer body of wall breach at place, ater-casting in advance, can under the situation of not carrying out the ater-casting pouring construction, carry out the work of outer wall of basement body waterproof construction and backfilling of earthwork in advance like this.
The enclosed construction of a kind of basement post-pouring zone of making according to method of the present invention is, outside the both sides that the ater-casting of outer wall of basement body is located, be bonded with steel plate by structure glue on the lateral surface of body of wall, the breach at place, outer body of wall ater-casting is all sheltered from by steel plate, and the ater-casting is arranged on the inboard of steel plate, and is connected with the outer body of wall on both sides.
The thickness of steel plate is 2～5mm.
The adhesion width that is bonded in steel plate and outer body of wall on the external side of exterior wall, both sides, ater-casting place is 5cm～20cm.
Owing to adopted technique scheme, the present invention to adopt steel plate that the outer body of wall breach at place, ater-casting is closed in advance, can under the situation of not carrying out the ater-casting pouring construction, carry out the work of outer wall of basement waterproof construction and backfilling of earthwork in advance like this.Therefore, the present invention compared with prior art, that the present invention has is simple in structure, construction easily, advantage such as the engineering time is short, progress is very fast, cost is low.
Description of drawings
Fig. 1 is a structural representation of the present invention.
The specific embodiment
The present invention is described in further detail below in conjunction with drawings and Examples, but not as limitation of the present invention.
Embodiments of the invention: when carrying out basement construction, after outer body of wall 1 concrete pouring of finishing building basement, earlier the concrete basic unit face on both sides, 2 place, outer wall of basement body 1 ater-casting is cleaned out, adopting the model of selling on the market then is that the construction structure glue steel plate 3 that 2～5mm is thick of JGN type sticks on the lateral surface of body of wall 1 outside the both sides, 2 place, ater-casting, making the adhesion width D that is bonded in the steel plate on body of wall 1 lateral surface outside the both sides, 2 place, ater-casting 3 and outer body of wall 1 is 5cm～20cm, and steel plate 3 is closed the outer body of wall breach at 2 places, ater-casting in advance, can under the situation of not carrying out ater-casting 2 pouring constructions, carry out the work of outer wall of basement body 1 waterproof construction and backfilling of earthwork in advance like this, thereby improve the construction speed of whole construction work effectively.After the work of carrying out outer wall of basement body 1 waterproof construction and backfilling of earthwork, after underground outdoor body of wall 1 reaches the construction requirement of building ater-casting 2, can carry out the pouring construction of ater-casting 2 by traditional approach.
The enclosed construction of a kind of basement post-pouring zone of the present invention after completing is, outside the both sides at 2 places, ater-casting of outer wall of basement body 1, be bonded with steel plate 3 by structure glue on the lateral surface of body of wall 1, the breach at 2 places, outer body of wall 1 ater-casting is all sheltered from by steel plate 3, ater-casting 2 is arranged on the inboard of steel plate 3, and connects as one with the outer body of wall 1 on both sides.
Claims (4)
1. the enclosure method of a basement post-pouring zone, it is characterized in that: after the outer walls concrete cast of finishing building basement, earlier the concrete basic unit face on both sides, place, outer wall of basement body ater-casting is cleaned out, adopt structure glue steel plate to be sticked on the lateral surface of body of wall outside the both sides, place, ater-casting then, steel plate is closed the outer body of wall breach at place, ater-casting in advance, can under the situation of not carrying out the ater-casting pouring construction, carry out the work of outer wall of basement body waterproof construction and backfilling of earthwork in advance like this.
2. the enclosed construction of a basement post-pouring zone, it is characterized in that: outside the both sides that the ater-casting (2) of outer wall of basement body (1) is located, be bonded with steel plate (3) by structure glue on the lateral surface of body of wall (1), the breach that outer body of wall (1) ater-casting (2) is located is all sheltered from by steel plate (3), and ater-casting (2) are located at the inboard of steel plate (3).
3. the enclosed construction of basement post-pouring zone according to claim 2, it is characterized in that: the thickness of steel plate (3) is 2～5mm.
4. the enclosed construction of basement post-pouring zone according to claim 2 is characterized in that: being bonded in ater-casting (2), to locate the adhesion width (D) of steel plate (3) and outer body of wall (1) on body of wall outside the both sides (1) lateral surface be 5cm～20cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910307039A CN101666125A (en) | 2009-09-15 | 2009-09-15 | Sealing method and structure of late poured band of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200910307039A CN101666125A (en) | 2009-09-15 | 2009-09-15 | Sealing method and structure of late poured band of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101666125A true CN101666125A (en) | 2010-03-10 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200910307039A Pending CN101666125A (en) | 2009-09-15 | 2009-09-15 | Sealing method and structure of late poured band of basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101666125A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956402A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN101956403A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN102296611A (en) * | 2011-01-28 | 2011-12-28 | 中天建设集团有限公司天津分公司 | Construction method of foundation slab |
| CN102660965A (en) * | 2012-05-29 | 2012-09-12 | 上海建工集团股份有限公司 | Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure |
| 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 |
| CN108166534A (en) * | 2018-01-02 | 2018-06-15 | 南通中厦建筑工程总承包有限公司 | A kind of construction method of the cast-in-place exterior wall anti-cracking and seepage control of basement |
| CN108240038A (en) * | 2018-03-15 | 2018-07-03 | 北京城建集团有限责任公司 | Super plane concrete structure and construction method based on multi-level network form post-cast strip |
| CN108385732A (en) * | 2018-04-13 | 2018-08-10 | 中航天建设工程有限公司 | A kind of basement post-pouring zone construction process |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
-
2009
- 2009-09-15 CN CN200910307039A patent/CN101666125A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101956402A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN101956403A (en) * | 2010-08-13 | 2011-01-26 | 内蒙古兴泰建筑有限责任公司 | Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN101956403B (en) * | 2010-08-13 | 2012-06-20 | 内蒙古兴泰建筑有限责任公司 | Construction method of rear pouring band with prefabricated concrete edge sealing plate for basement outer shear wall |
| CN102296611A (en) * | 2011-01-28 | 2011-12-28 | 中天建设集团有限公司天津分公司 | Construction method of foundation slab |
| CN102660965A (en) * | 2012-05-29 | 2012-09-12 | 上海建工集团股份有限公司 | Construction method for post-pouring settlement belt with simply supported fully-enclosed plate retainer structure |
| 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 |
| CN108166534A (en) * | 2018-01-02 | 2018-06-15 | 南通中厦建筑工程总承包有限公司 | A kind of construction method of the cast-in-place exterior wall anti-cracking and seepage control of basement |
| CN108240038A (en) * | 2018-03-15 | 2018-07-03 | 北京城建集团有限责任公司 | Super plane concrete structure and construction method based on multi-level network form post-cast strip |
| CN108240038B (en) * | 2018-03-15 | 2023-09-08 | 北京城建集团有限责任公司 | Ultra-large plane concrete structure based on multistage grid type post-cast strip and construction method |
| CN108385732A (en) * | 2018-04-13 | 2018-08-10 | 中航天建设工程有限公司 | A kind of basement post-pouring zone construction process |
| CN110593320A (en) * | 2019-08-27 | 2019-12-20 | 中建四局第六建筑工程有限公司 | Early sealing structure for outer wall post-cast strip and construction method thereof |
| CN111305399A (en) * | 2020-03-24 | 2020-06-19 | 福建省永泰建筑工程公司 | Basement outer wall post-cast strip system and construction method thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20100310 |