CN103452133B - Method of attachment between agent structure and accessory structure in full bag waterproof underground structure - Google Patents
Method of attachment between agent structure and accessory structure in full bag waterproof underground structure Download PDFInfo
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- CN103452133B CN103452133B CN201210168317.7A CN201210168317A CN103452133B CN 103452133 B CN103452133 B CN 103452133B CN 201210168317 A CN201210168317 A CN 201210168317A CN 103452133 B CN103452133 B CN 103452133B
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- retaining wall
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- agent structure
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Abstract
The invention discloses the method for attachment between agent structure and accessory structure in a kind of full bag waterproof underground structure, it is characterized in that reserved retaining wall above agent structure top board, connector is reserved at agent structure and accessory structure seam, support gone along with sb. to guard him by construction accessory structure, seam enclosure wall is cut completely, accessory structure and agent structure are poured one.The present invention is that a kind of double walls being different from routine connect or channel attached method, and advantage is to avoid double walls of redundancy or twin columns, and realizes the continuous all standing that full bag is waterproof, does not affect, during construction, traffic and the pipeline having made structure upper simultaneously.It is an advantage of the current invention that counterfort wall is the retaining wall pattern of a kind of maturation, cheap, reasonable stress and be prone to cut；Agent structure be connected with accessory structure pour one, facilitate site operation, it is ensured that quality of connection.The present invention ensures that junction is wrapped entirely and waterproof successively opens, thus avoids waterproof weak spot.
Description
Technical field
The present invention relates to entirely wrap in waterproof underground structure, after make the method for structure seam reason, specifically a kind of complete
Method of attachment between agent structure and accessory structure in bag waterproof underground structure.
Background technology
Along with the step of urbanization does not stops to stride forward, the development in city is increasingly faster, and underground space development will be in city
City's construction occupies critical role, and underground structure first make structure and after make between structure interface be often weak link, hold
Easily there is the phenomenons such as percolating water, affect construction quality；Making structure foundation pit construction condition after reserved, in Normal practice, junction is enclosed
Protection structure does not cuts, until after be excavated to cheat as structure and go along with sb. to guard him part behind the end and cut, make junction internal structure, construct more tired
Difficulty, construction quality is difficult to ensure that, and waterproof layer disconnects, and waterproof effect is poor.
Summary of the invention
It is an object of the invention to provide the connection side between agent structure and accessory structure in a kind of full bag waterproof underground structure
Method, to meet the requirement of economy, water proofing property.
To achieve these goals, the technical scheme is that in a kind of full bag waterproof underground structure agent structure with
Method of attachment between accessory structure, it is characterised in that reserved retaining wall above agent structure top board, in agent structure with attached
Reserving connector at structure interface, support gone along with sb. to guard him by construction accessory structure, is cut completely by seam enclosure wall, by accessory structure with
Agent structure pours one.
The present invention utilizes counterfort wall, is gone along with sb. to guard him junction and cuts completely, thus realizes junction and entirely wrap waterproof company
Continue and do not turn off, it is to avoid waterproof weak spot.The present invention is that a kind of double walls being different from routine connect or channel attached method, advantage
It is to avoid double walls of redundancy or twin columns, and realizes the continuous all standing that full bag is waterproof, do not affect during construction simultaneously and made structure
The traffic on top and pipeline.It is an advantage of the current invention that counterfort wall is the retaining wall pattern of a kind of maturation, cheap,
Reasonable stress and be prone to cut；Agent structure be connected with accessory structure pour one, facilitate site operation, it is ensured that quality of connection.
The present invention ensures that junction is wrapped entirely and waterproof successively opens, thus avoids waterproof weak spot.
Accompanying drawing explanation
Fig. 1 is the way figure of the present invention.
Fig. 2 is retaining wall plane and profile.
Fig. 3 is the side view of Fig. 2.
Detailed description of the invention
The invention will be further described below in conjunction with the accompanying drawings.
In figure, 1 represents agent structure to be cut and accessory structure seam enclosure wall；2 expressions are gone along with sb. to guard him and are cut line；3 represent
Support gone along with sb. to guard him by accessory structure；4 represent that agent structure reserves connector；5 represent that retaining wall is reserved on agent structure top；6 represent attached
Belong to structural envelope stake (wall)；7 represent agent structure fender post (wall)；8 represent retaining wall counterfort；9 represent retaining wall panel；10 tables
Show retaining wall heel slab；11 represent agent structure；12 represent accessory structure.
Method of attachment between agent structure and accessory structure in a kind of full bag waterproof underground structure, it is characterised in that in main body
Reserved retaining wall above structure roof, reserves connector at agent structure and accessory structure seam, and construction accessory structure is gone along with sb. to guard him
Support, seam enclosure wall is cut completely, accessory structure and agent structure are poured one.Wherein said accessory structure is gone along with sb. to guard him
Support includes accessory structure fender post 6, and arrange between accessory structure fender post 6 and agent structure goes along with sb. to guard him support 3.
The present invention concretely comprises the following steps: A, making agent structure 11；B, agent structure 11 reserve connector 4, agent structure
Retaining wall 5 is reserved on 11 tops, and agent structure top is backfilled to plan absolute altitude；C, construction accessory structure fender post 6, apply to enclose successively
Protect support 3, be excavated to cheat the end, agent structure 11 and accessory structure 12 seam enclosure wall 1 are cut at the bottom of accessory structure simultaneously
Below plate, go along with sb. to guard him support 3 and directly support in agent structure；D, successively construction accessory structure base plate, top board, water with agent structure and build up
Integrally, construct corresponding waterproof layer；E, accessory structure earthing are backfilled to plan absolute altitude, it is not necessary to remove retaining wall.Agent structure is reserved
Connector and the top of accessory structure seam and bottom.According to a particular embodiment of the invention, wherein connector for being reserved in
Plate and the bracket of top side wall in agent structure.Described retaining wall includes the retaining wall heel slab 10 being located on agent structure top board,
Retaining wall heel slab 10 arranges expression retaining wall panel 9 by accessory structure side, between retaining wall panel 9 and retaining wall heel slab 10
Being additionally provided with multiple retaining wall counterfort 8, wherein retaining wall counterfort 8 is right triangular shape, one bar right-angle side and retaining wall face
Plate 9 connects, and another right-angle side is connected with retaining wall heel slab 10.According to a particular embodiment of the invention, the height of described retaining wall
Degree is 2 ~ 2.5mm, a length of 73 ~ 77m of retaining wall, and the thickness of retaining wall panel, retaining wall counterfort and retaining wall heel slab is
0.15 ~ 0.25m, the distance between adjacent two retaining wall counterforts is 2.5 ~ 3.5m.Wherein in a specific embodiment, described
The height of retaining wall is 2.3m, a length of 74.8m of retaining wall, retaining wall panel, retaining wall counterfort and the thickness of retaining wall heel slab
Degree is 0.2m, and the distance between adjacent two retaining wall counterforts is 3m.
The present invention be mainly characterized by make agent structure time reserve connector and retaining wall, construct accessory structure time
Are arranged between fender post and the agent structure of accessory structure are reserved connector and retaining wall and go along with sb. to guard him support, then by body junction
Structure and accessory structure seam enclosure wall cut completely, then construction accessory structure base plate, top board time with agent structure pour into
Integrally.Then construct corresponding waterproof layer, thus can guarantee that the place of connecing bag is waterproof entirely and successively open, it is to avoid waterproof weak spot；
Do not affect during construction accessory structure simultaneously and first do main body structure upper pipeline and traffic above-ground.
Claims (6)
1. method of attachment between agent structure and accessory structure in a full bag waterproof underground structure, it is characterised in that in body junction
Reserved retaining wall above structure top board, reserves connector at agent structure and accessory structure seam, and construction accessory structure is gone along with sb. to guard him and propped up
Support, cuts completely by seam enclosure wall, accessory structure and agent structure is poured one, concretely comprises the following steps: A, making main body
Structure；B, agent structure reserve connector, and retaining wall is reserved on agent structure top；C, construction accessory structure fender post, execute successively
Add go along with sb. to guard him support, be excavated to cheat the end, agent structure and accessory structure seam enclosure wall are cut to accessory structure base plate simultaneously
Hereinafter, go along with sb. to guard him support directly to support in agent structure；D, successively construction accessory structure base plate, top board, water with agent structure and build up one
Body, corresponding waterproof layer of constructing；E, earthing are backfilled to plan absolute altitude.
2. method of attachment as claimed in claim 1, it is characterised in that reserve at accessory structure fender post and agent structure and plug into
Arrange between device and go along with sb. to guard him support.
3. method of attachment as claimed in claim 2, it is characterised in that connector is reserved in agent structure and accessory structure interface
The top at place and bottom.
4. method of attachment as claimed in claim 3, it is characterised in that connector is for being reserved in plate and sidewall top in agent structure
The bracket in portion.
5. method of attachment as claimed in claim 1, it is characterised in that described retaining wall includes being located on agent structure top board
Retaining wall heel slab, retaining wall heel slab arranges expression retaining wall panel by accessory structure side, calls in person at retaining wall panel and retaining wall
Being additionally provided with multiple retaining wall counterfort between plate, wherein retaining wall counterfort is right triangular shape, one bar right-angle side and gear soil
Shingle nail connects, and another right-angle side is connected with retaining wall heel slab.
6. method of attachment as claimed in claim 5, it is characterised in that the height of described retaining wall is 2 ~ 2.5m, the length of retaining wall
Degree is 73 ~ 77m, and the thickness of retaining wall panel, retaining wall counterfort and retaining wall heel slab is 0.15 ~ 0.25m, adjacent two gear soil
Distance between wall counterfort is 2.5 ~ 3.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210168317.7A CN103452133B (en) | 2012-05-28 | 2012-05-28 | Method of attachment between agent structure and accessory structure in full bag waterproof underground structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210168317.7A CN103452133B (en) | 2012-05-28 | 2012-05-28 | Method of attachment between agent structure and accessory structure in full bag waterproof underground structure |
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| Publication Number | Publication Date |
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| CN103452133A CN103452133A (en) | 2013-12-18 |
| CN103452133B true CN103452133B (en) | 2016-12-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210168317.7A Active CN103452133B (en) | 2012-05-28 | 2012-05-28 | Method of attachment between agent structure and accessory structure in full bag waterproof underground structure |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104099944B (en) * | 2014-07-24 | 2015-12-30 | 武汉市汉阳市政建设集团公司 | The construction method of subway station and large span accessory structure interface |
| CN105133645B (en) * | 2015-08-18 | 2016-10-05 | 中铁第一勘察设计院集团有限公司 | The shaft main body structure of built-in lattice column and inverse make formula construction method |
| CN108951701A (en) * | 2018-07-26 | 2018-12-07 | 上海市机械施工集团有限公司 | Wind pavilion and subway main body connection construction technique |
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| CN1563607A (en) * | 2004-04-22 | 2005-01-12 | 上海隧道工程股份有限公司 | Erectable steel bracket in sway bracing for footing groove excavated |
| KR20060107638A (en) * | 2005-04-11 | 2006-10-16 | (주)에스피에스 | Strut system of temporary retaining wall and subgrade external wall construction method utilizing the same |
| CN200971506Y (en) * | 2006-11-20 | 2007-11-07 | 广东省电力设计研究院 | Counterfort wall for circulation water pump house forebay |
| CN101550723A (en) * | 2008-04-03 | 2009-10-07 | 上海市第一建筑有限公司 | Construction method for codes of reserved structural column longitudinal steel bars |
| CN201649123U (en) * | 2010-03-19 | 2010-11-24 | 黄靓 | Assembly integrated counterfort retaining wall |
| CN201915422U (en) * | 2011-02-09 | 2011-08-03 | 云南建工水利水电建设有限公司 | Counterfort retaining wall on high slope |
| CN102359122A (en) * | 2011-10-17 | 2012-02-22 | 沈迪州 | Method for installing buttress under assistance of buoyant boxes |
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|---|---|---|---|---|
| CN1563607A (en) * | 2004-04-22 | 2005-01-12 | 上海隧道工程股份有限公司 | Erectable steel bracket in sway bracing for footing groove excavated |
| KR20060107638A (en) * | 2005-04-11 | 2006-10-16 | (주)에스피에스 | Strut system of temporary retaining wall and subgrade external wall construction method utilizing the same |
| CN200971506Y (en) * | 2006-11-20 | 2007-11-07 | 广东省电力设计研究院 | Counterfort wall for circulation water pump house forebay |
| CN101550723A (en) * | 2008-04-03 | 2009-10-07 | 上海市第一建筑有限公司 | Construction method for codes of reserved structural column longitudinal steel bars |
| CN201649123U (en) * | 2010-03-19 | 2010-11-24 | 黄靓 | Assembly integrated counterfort retaining wall |
| CN201915422U (en) * | 2011-02-09 | 2011-08-03 | 云南建工水利水电建设有限公司 | Counterfort retaining wall on high slope |
| CN102359122A (en) * | 2011-10-17 | 2012-02-22 | 沈迪州 | Method for installing buttress under assistance of buoyant boxes |
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| 某地铁车站单一墙围护结构防水设计与施工;毛跃祥;《广东土木与建筑》;20040531(第5期);第2节，以及图1 * |
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| CN103452133A (en) | 2013-12-18 |
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