CN103015462A - Cloth bag stone piecing device - Google Patents
Cloth bag stone piecing device Download PDFInfo
- Publication number
- CN103015462A CN103015462A CN2013100190868A CN201310019086A CN103015462A CN 103015462 A CN103015462 A CN 103015462A CN 2013100190868 A CN2013100190868 A CN 2013100190868A CN 201310019086 A CN201310019086 A CN 201310019086A CN 103015462 A CN103015462 A CN 103015462A
- Authority
- CN
- China
- Prior art keywords
- cloth bag
- stone
- poured
- piecing devices
- groove
- Prior art date
- Legal status (The legal status 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 status listed.)
- Granted
Links
- 239000004744 fabric Substances 0.000 title claims abstract description 48
- 239000004575 stone Substances 0.000 title claims abstract description 23
- 238000007569 slipcasting Methods 0.000 claims description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000000034 method Methods 0.000 claims 1
- 239000013049 sediment Substances 0.000 abstract description 2
- 238000002347 injection Methods 0.000 abstract 2
- 239000007924 injection Substances 0.000 abstract 2
- 239000007787 solid Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 3
- 210000002421 cell wall Anatomy 0.000 description 2
- 241000309551 Arthraxon hispidus Species 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000002513 implantation Methods 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Landscapes
- Revetment (AREA)
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
A cloth bag stone piecing device divides a continuous groove segment into a to-be-poured groove segment and a non-poured groove segment and comprises a cloth bag, an injection pipe is arranged in the middle of the cloth bag, the lower end of the injection pipe is inserted to the groove bottom, and the cloth bag is filled with stones. The cloth bag is filled with the stones, and frictional resistance of the solid stones and groove walls is high, so that after the cloth bag is filled to the full, a single groove segment can be poured immediately without waiting, and a series of problems of slot collapse, overlarge sediment thickness and the like caused by overlong dead time are avoided. Besides, filling the stones into the cloth bag is simpler than embedding a guide tube into the cloth bag prior to pouring of underwater concrete.
Description
Technical field
The present invention relates to a kind of concrete joint head unit, particularly a kind of concrete cloth bag stone piecing devices of building diaphragm wall.
Background technology
When the succeeding vat section that continuous groover becomes is built underwater concrete, need the succeeding vat section is divided into sectional single groove segment with piecing devices, then respectively each single groove segment is carried out building of underwater concrete, at present, its piecing devices are mostly made with cloth bag filling underwater concrete, because the underwater concrete flowability is very strong, the frictional resistance of cloth bag concrete and cell wall is very little, need the long setting time of cloth bag concrete, just can build single groove segment that the cloth bag concrete is isolated, and need when in cloth bag, carrying out the building of underwater concrete and will be full of mud in the cloth bag, then place conduit and carry out building of underwater concrete, very difficult.
Summary of the invention
The present invention has remedied above shortcoming, and a kind of cloth bag stone piecing devices are provided.
The present invention is achieved through the following technical solutions:
A kind of cloth bag stone piecing devices, its piecing devices are divided into the succeeding vat section groove section to be poured and do not water the groove section, and piecing devices comprise a cloth bag, are provided with Grouting Pipe in the middle of cloth bag is interior, and the lower end of Grouting Pipe is inserted into bottom land, fills stone in the cloth bag.
The present invention has following beneficial effect:
These piecing devices are by filling stone to cloth bag, because stone is solid-state large with frictional resistance cell wall, after filling up cloth bag, need not to wait for, can build single groove segment at once, the series of problems such as the slotted eye of avoiding bringing because dead time is long caves in, sediment thickness is excessive, and the filling stone is more simply too much than the perfusion that then implantation catheter in cloth bag carries out underwater concrete in the cloth bag.
Description of drawings
The present invention is further illustrated below in conjunction with accompanying drawing;
Accompanying drawing is structural representation of the present invention;
Among the figure: 1, watered the groove section, 2, groove section to be poured, 3, do not water the groove section, 4, ground, 5, the soil body to be excavated, 6, bottom land, 7, Grouting Pipe, 8, slip casting stone, 9, cloth bag, 10, slip casting stone not.
The specific embodiment
Accompanying drawing is a kind of specific embodiment of the present invention, the piecing devices of this embodiment are divided into the succeeding vat section groove section 2 to be poured and do not water groove section 3, and piecing devices comprise a cloth bag 9, the middle Grouting Pipe 7 that is provided with in the cloth bag, the lower end of Grouting Pipe is inserted into bottom land, fills stone in the cloth bag.
Determining of cloth bag width: according to the width of the Depth determination cloth bag of groove, 10 meters of general groove depths, the width of selecting cloth bag is 1 meter, groove depth increases, and increases the width of cloth bag according to ratio.
Determining of cloth bag material: cloth bag should the first-selected knit nylon cloth bag of strengthening.
Determining of Grouting Pipe number: determine the number of Grouting Pipe according to the width of cloth bag, 1 meter of general width, the number of selecting Grouting Pipe is 1, greater than 1 meter less than 2 meters, the number of Grouting Pipe is 2, increases according to ratio thereafter.
Selecting of injecting paste material: the first-selected cement paste of injecting paste material.
When the present invention works, length according to groove section to be poured, determine the position of piecing devices, at the bottom of one cloth bag is equipped with a small amount of stone and Grouting Pipe and together sinks to this location groove, to the in-built son that rockfills of cloth bag, after filling, can build the underwater concrete of groove section to be poured, after not watering groove section concreting, can carry out slip casting to Grouting Pipe.
Claims (2)
1. cloth bag stone piecing devices, its piecing devices are divided into the succeeding vat section groove section to be poured (2) and do not water groove section (3), and piecing devices comprise a cloth bag (9), it is characterized in that: be provided with Grouting Pipe (7) in the middle of in the cloth bag, the lower end of Grouting Pipe is inserted into bottom land, fills stone in the cloth bag.
2. the using method of cloth bag stone piecing devices as claimed in claim 1, it is characterized in that: when the present invention works, length according to groove section to be poured, determine the position of piecing devices, at the bottom of a cloth bag is equipped with a small amount of stone and Grouting Pipe and together sinks to this location groove, to the in-built son that rockfills of cloth bag, after filling, can build the underwater concrete of groove section to be poured (2), after not watering groove section (3) concreting, namely available Grouting Pipe is carried out slip casting to the stone space in the cloth bag.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310019086.8A CN103015462B (en) | 2013-01-20 | 2013-01-20 | Cloth bag stone piecing device and its using method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310019086.8A CN103015462B (en) | 2013-01-20 | 2013-01-20 | Cloth bag stone piecing device and its using method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103015462A true CN103015462A (en) | 2013-04-03 |
| CN103015462B CN103015462B (en) | 2015-01-21 |
Family
ID=47964524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310019086.8A Expired - Fee Related CN103015462B (en) | 2013-01-20 | 2013-01-20 | Cloth bag stone piecing device and its using method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103015462B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08253927A (en) * | 1995-03-16 | 1996-10-01 | Ohbayashi Corp | Joint structure in underground continuous wall |
| JPH11269870A (en) * | 1998-03-26 | 1999-10-05 | Kajima Corp | Execution method of joint for underground continuous wall |
| CN2429564Y (en) * | 2000-05-12 | 2001-05-09 | 彭德钊 | Apparatus for casting concrete in long trough of underground thin bulkhead |
| CN201180268Y (en) * | 2008-02-03 | 2009-01-14 | 王平 | Flexible apparatus for preventing concrete circumferential motion of underground continuous wall |
| CN101806067A (en) * | 2009-02-16 | 2010-08-18 | 上海市机械施工有限公司 | Construction method of underground continuous wall joints by using air bag |
| CN101858090A (en) * | 2010-06-23 | 2010-10-13 | 天津深基工程有限公司 | Construction method for soft connection of diaphram wall rigid joints |
| CN102168427A (en) * | 2010-11-12 | 2011-08-31 | 张永忠 | Bag concrete isolator |
| CN202577362U (en) * | 2012-03-12 | 2012-12-05 | 张立丽 | Flexible underground continuous wall connector |
| CN203022031U (en) * | 2013-01-20 | 2013-06-26 | 张永忠 | Cloth bag stone joint device |
-
2013
- 2013-01-20 CN CN201310019086.8A patent/CN103015462B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08253927A (en) * | 1995-03-16 | 1996-10-01 | Ohbayashi Corp | Joint structure in underground continuous wall |
| JPH11269870A (en) * | 1998-03-26 | 1999-10-05 | Kajima Corp | Execution method of joint for underground continuous wall |
| CN2429564Y (en) * | 2000-05-12 | 2001-05-09 | 彭德钊 | Apparatus for casting concrete in long trough of underground thin bulkhead |
| CN201180268Y (en) * | 2008-02-03 | 2009-01-14 | 王平 | Flexible apparatus for preventing concrete circumferential motion of underground continuous wall |
| CN101806067A (en) * | 2009-02-16 | 2010-08-18 | 上海市机械施工有限公司 | Construction method of underground continuous wall joints by using air bag |
| CN101858090A (en) * | 2010-06-23 | 2010-10-13 | 天津深基工程有限公司 | Construction method for soft connection of diaphram wall rigid joints |
| CN102168427A (en) * | 2010-11-12 | 2011-08-31 | 张永忠 | Bag concrete isolator |
| CN202577362U (en) * | 2012-03-12 | 2012-12-05 | 张立丽 | Flexible underground continuous wall connector |
| CN203022031U (en) * | 2013-01-20 | 2013-06-26 | 张永忠 | Cloth bag stone joint device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103015462B (en) | 2015-01-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204112308U (en) | A kind of simple and easy sleeve valve grouting device based on bowlder stone, Thief zone coefficient stratum | |
| CN103866780B (en) | A kind of construction method of carrying out quick seepage preventing curtain grouting in karst blowby area | |
| CN107130633A (en) | A kind of steel tube concrete clay model bag stake is combined soil-baffling structure construction technology | |
| CN107905218A (en) | A kind of karst cave treatment method in the construction applied to Pile In Drill In Karst Terrain | |
| CN207245722U (en) | A kind of built-in dual-fluid synchronous slip casting pipe-line system of shield machine shield tail | |
| CN201770981U (en) | Tube-side injection grouting apparatus for simultaneous drilling pipe pile | |
| CN103669349B (en) | A kind of reducing stirring type anchor pole and construction method thereof | |
| CN107060821A (en) | A kind of many lithology method for protecting support of face | |
| CN104863177A (en) | Composite retaining wall structure and construction method thereof | |
| CN107299650B (en) | A kind of remote open caisson casting method for correcting error | |
| CN105332511A (en) | Huge concrete filled steel tubular column core grouting pouring and tamping device and method | |
| CN204780990U (en) | Combined type retaining wall structure | |
| CN104196488B (en) | Underwater exploration hole hole-sealing technology | |
| CN102304915A (en) | New method for controlling top quality of drilled pile | |
| CN103343534A (en) | Closed precipitation method for foundation pit construction | |
| CN203022031U (en) | Cloth bag stone joint device | |
| CN102477743A (en) | Construction method for concrete bagged pouring in small-diameter pile hole | |
| CN103015462B (en) | Cloth bag stone piecing device and its using method | |
| CN202007401U (en) | Device for reinforcing earthen sites by means of PS (polystyrene) dripping permeation | |
| CN103267464A (en) | Tool for measuring concrete pouring height | |
| CN206448273U (en) | A kind of continuous steel frame aqueduct GG2# pier foundation grouting systems | |
| CN205329674U (en) | Underground continuous wall structure under fluid bowl or channelling geological conditions | |
| CN108487229A (en) | Artificial pore-forming method after strong rock-soluble foundation pre-grouting treatment | |
| CN205712144U (en) | A kind of karst talus anchor pole reinforcement retaining structure | |
| CN108999198A (en) | A kind of New-type mould bag soil nailing pile constructing process |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: ANHUI LIM KUM KEE FOODSTUFF CO., LTD. Free format text: FORMER OWNER: ZHANG YONGZHONG Effective date: 20141218 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lin Mingchuan Inventor before: Zhang Yongzhong |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 276807 RIZHAO, SHANDONG PROVINCE TO: 241000 WUHU, ANHUI PROVINCE Free format text: CORRECT: INVENTOR; FROM: ZHANG YONGZHONG TO: LIN MINGCHUAN |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20141218 Address after: The green food of Wuhu Economic Development Zone in Anhui province Wuhu City Sanshan District 241000 Applicant after: Lim Kum Kee Foodstuff Co., Ltd. Anhui Address before: 276807 car hill area, Arashiyama District, Shandong, Rizhao City Applicant before: Zhang Yongzhong |
|
| 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: 20150121 Termination date: 20210120 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |