CN106567380B - Recyclable cross steel plate baffle device - Google Patents
Recyclable cross steel plate baffle device Download PDFInfo
- Publication number
- CN106567380B CN106567380B CN201610974704.8A CN201610974704A CN106567380B CN 106567380 B CN106567380 B CN 106567380B CN 201610974704 A CN201610974704 A CN 201610974704A CN 106567380 B CN106567380 B CN 106567380B
- Authority
- CN
- China
- Prior art keywords
- steel plate
- cross
- baffle
- cross steel
- plate baffle
- 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.)
- Active
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/02—Sheet piles or sheet pile bulkheads
- E02D5/03—Prefabricated parts, e.g. composite sheet piles
- E02D5/04—Prefabricated parts, e.g. composite sheet piles made of steel
- E02D5/06—Fitted piles or other elements specially adapted for closing gaps between two sheet piles or between two walls of sheet piles
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention relates to a recyclable cross steel plate inserting plate type baffle device which comprises a cross steel plate baffle, an inserting plate and a fixing piece, wherein the cross steel plate baffle is composed of main steel plates, the horizontal width of the cross steel plate baffle is reduced by 10-20 mm from the left side to the right side of a guide wall groove section, and the cross steel plate baffle is used for preventing concrete slurry from flowing outwards; the vertical length of the cross steel plate baffle is at least half of that of the wall ring beam, and the cross steel plate baffle is used for reducing the workload of chiseling off the concrete ring beam in the subsequent process; the end part of the cross steel plate baffle is provided with at least two hoisting points, so that the hoisting is convenient, and the cross steel plate baffle can be fixed with a main reinforcement of a reinforcement cage to play a role in preventing overturning; at least two sets of inserting plates are arranged at the bottom of the cross steel plate baffle and used for accurately butting the cross steel plate of the reinforcement cage and the end part of the cross steel plate baffle. The method is applied to the enclosure construction stage of the underground continuous wall; the steel plate can be recycled, the steel plate material and the manufacturing cost are saved, and the difficulty in chiseling and cutting the cross steel plate for the ring beam at the later stage can be reduced.
Description
Technical Field
The invention relates to a recyclable cross steel plate inserting plate type baffle plate device for an underground continuous wall top.
Background
Along with the continuous development of cities, the development and utilization of underground spaces are more and more emphasized by people. The adoption of underground continuous walls for enclosing is more and more accepted by most enterprises, and the cross steel plate joint of the underground continuous walls is the most common, but a plurality of problems exist, such as: the material and processing cost for processing the cross steel plate at the early stage are high; the ring beam is inconvenient to chisel; the cutting of the cross steel plate in the ring beam chiseling construction is troublesome; therefore, it is necessary to develop a recyclable cross steel plate baffle device.
Disclosure of Invention
The invention provides a recyclable cross steel plate inserting plate type baffle device for an underground diaphragm wall, which can be recycled and is convenient to clean and pull out; and the quality of the ground wall is not influenced, and the requirement of ground wall slurry return can be met.
In order to achieve the purpose, the invention adopts the technical scheme that: a recyclable cross steel plate inserting plate type baffle device comprises a cross steel plate baffle and an inserting plate, wherein the cross steel plate baffle and the inserting plate are formed by main steel plates, and the horizontal width of the cross steel plate baffle is reduced by 10-20 mm respectively from the left side to the right side of a guide wall groove section, so that concrete slurry is prevented from flowing outwards; the vertical length of the cross steel plate baffle is at least half of that of the wall ring beam, and the cross steel plate baffle is used for reducing the workload of chiseling off the concrete ring beam in the subsequent process; the end part of the cross steel plate baffle is provided with at least two hoisting points, so that the hoisting is convenient, and the cross steel plate baffle can be fixed with a main reinforcement of a reinforcement cage to play a role in preventing overturning; at least two sets of inserting plates are arranged at the bottom of the cross-shaped steel plate baffle and used for accurately butting the cross-shaped steel plate 6 and the end part of the cross-shaped steel plate baffle.
Notches are formed in two sides of the upper portion of the cross-shaped steel plate baffle, the size of each notch is 10-20 mm, and therefore backflow of slurry is facilitated when concrete is poured.
The hoisting lifting point is connected with the main rib of the underground wall through a fixing piece and used for fixing the cross-shaped steel plate baffle and resisting lateral force.
Each set of plug board consists of two plug boards, the two plug boards are symmetrically welded on two sides of the lower end of the cross-shaped steel plate baffle plate and are beneficial to being inserted into the cross-shaped steel plate of the ground wall, and the depth of the plug boards inserted into the cross-shaped steel plate is more than or equal to 50 mm.
The invention has the beneficial effects that: the method is applied to the enclosure construction stage of the underground continuous wall; the steel plate can be recycled, the steel plate material and the manufacturing cost are saved, and the difficulty in chiseling and cutting the cross steel plate for the ring beam at the later stage can be reduced.
Drawings
FIG. 1 is a plan view of a recyclable cross steel plate picture plate baffle assembly of the present invention;
FIG. 2 is a view taken along section A-A of FIG. 1;
FIG. 3 is a schematic view of the fixing of the cross steel plate baffle device and the reinforcement cage of the underground continuous wall.
Detailed Description
The invention will be further illustrated with reference to the following specific examples.
As shown in fig. 1 to 3, a cross steel plate baffle device for a ground wall top and capable of being recycled comprises a main steel plate 1, a notch 2, a hoisting lifting point 3, an inserting plate 4 and a fixing piece 5. The main steel plate 1 forms a cross-shaped steel plate baffle, notches 2 are formed in two sides of the middle of the cross-shaped steel plate baffle, and the size h of each notch 2 is 10-20 mm (10-20 mm is reduced inwards); the purpose is to facilitate the backflow of slurry when concrete is poured; at least two hoisting hanging points 3 are arranged at the end part of the cross-shaped steel plate baffle, and the cross-shaped steel plate baffle can be conveniently hoisted through the hoisting hanging points 3 and is conveniently fixed with a main reinforcement 7 of the steel reinforcement cage; the inserting plate 4 is used for enabling the cross-shaped steel plate 6 to be accurately butted with the recyclable cross-shaped steel plate baffle plate device at the end part; at least two inserting plates 4 are arranged according to different groove sections, each inserting plate 4 consists of two inserting plates 4, the two inserting plates 4 are symmetrically welded on two sides of the main steel plate 1, the inserting into the cross-shaped steel plate of the ground wall is facilitated, and the inserting depth of the inserting plates 4 is not less than 50 mm; the fixing piece 5 is a temporary measure for fixing the cross steel plate baffle of the reinforcement cage; the hoisting point 3 is connected with a steel reinforcement cage main reinforcement 7 of the underground diaphragm wall through a fixing piece 5 and used for fixing the cross-shaped steel plate baffle and resisting lateral force. The horizontal width of the cross steel plate baffle is reduced by 10-20 mm for the left and the right of the guide wall groove section respectively, and the cross steel plate baffle is used for preventing concrete slurry from flowing outwards; the vertical length of the cross steel plate baffle is at least half of that of the wall ring beam, and the cross steel plate baffle is used for reducing the workload of chiseling the concrete ring beam in the subsequent process.
This embodiment takes the construction of putting as the example with cooperation underground continuous wall steel reinforcement cage is hung:
after the steel reinforcement cage is completely hoisted into the groove, a hoisting point 3 of the cross-shaped steel plate baffle is hoisted into the groove section by a crane, so that the inserting plate 4 is butted with a cross-shaped steel plate 6 of the steel reinforcement cage, and then the baffle device is fixed with an underground wall main rib 7 by using a fixing piece 5 with certain rigidity, so that the stability of the baffle is ensured; after the concrete is poured and before the final setting time, it is pulled out, and the crane is flushed clean from the ground for reuse.
Claims (1)
1. The utility model provides a but cyclic utilization cross steel sheet picture peg formula baffle device, includes cross steel sheet baffle, picture peg (4) that constitute by main steel sheet (1), its characterized in that: the horizontal width of the cross steel plate baffle is reduced by 10-20 mm from the left side to the right side of the guide wall groove section respectively, and the cross steel plate baffle is used for preventing concrete slurry from flowing outwards; the vertical length of the cross steel plate baffle is at least half of that of the wall ring beam, and the cross steel plate baffle is used for reducing the workload of chiseling off the concrete ring beam in the subsequent process; at least two hoisting hanging points (3) are arranged at the end part of the cross steel plate baffle, so that the hoisting is facilitated, the cross steel plate baffle is conveniently fixed with a main reinforcement of a reinforcement cage, and the function of preventing overturning is achieved; the hoisting lifting point (3) is connected with an underground wall steel reinforcement cage main rib (7) through a fixing piece (5) and used for fixing a cross-shaped steel plate baffle to resist lateral force; at least two sets of inserting plates (4) are arranged at the bottom of the cross steel plate baffle and are used for accurately butting the cross steel plate (6) of the reinforcement cage with the end part of the cross steel plate baffle; notches (2) are formed in two sides of the upper portion of the cross-shaped steel plate baffle, the size h of each notch (2) is 10-20 mm, and the notches are used for facilitating backflow of slurry when concrete is poured; each set of inserting plate (4) consists of two inserting plates (4), the two inserting plates (4) are symmetrically welded on two sides of the lower end of the cross-shaped steel plate baffle plate and are beneficial to being inserted into the ground wall cross-shaped steel plate (6), and the depth of the inserting plates (4) inserted into the cross-shaped steel plate (6) is more than or equal to 50 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610974704.8A CN106567380B (en) | 2016-11-03 | 2016-11-03 | Recyclable cross steel plate baffle device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610974704.8A CN106567380B (en) | 2016-11-03 | 2016-11-03 | Recyclable cross steel plate baffle device |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106567380A CN106567380A (en) | 2017-04-19 |
CN106567380B true CN106567380B (en) | 2021-07-30 |
Family
ID=58541573
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610974704.8A Active CN106567380B (en) | 2016-11-03 | 2016-11-03 | Recyclable cross steel plate baffle device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106567380B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102535519A (en) * | 2012-03-20 | 2012-07-04 | 广州中煤江南基础工程公司 | I-shaped steel joint structure for underground continuous wall and construction method for I-shaped steel joint structure |
CN103225318A (en) * | 2013-05-08 | 2013-07-31 | 董宏波 | Anti-seepage and leaking-stoppage device for underground consecutive wall groove section joint point and construction method thereof |
CN103981904A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Joint structure between ground and wall and sandy soil layer foundation pit construction method |
CN203924136U (en) * | 2014-05-15 | 2014-11-05 | 中国建筑第六工程局有限公司 | A kind of ground-connecting-wall lap guard flow pattern steel joint |
CN205171502U (en) * | 2015-10-27 | 2016-04-20 | 中国一冶集团有限公司 | Device is flowed in lap guard of underground continuous wall flexible rubber hose formula |
CN205444168U (en) * | 2016-01-07 | 2016-08-10 | 中国电建集团华东勘测设计研究院有限公司 | Diaphragm wall I -steel connects lap guard and flows component |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4821713B2 (en) * | 2007-06-25 | 2011-11-24 | Jfeスチール株式会社 | Synthetic wall structure and method for constructing synthetic wall |
-
2016
- 2016-11-03 CN CN201610974704.8A patent/CN106567380B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102535519A (en) * | 2012-03-20 | 2012-07-04 | 广州中煤江南基础工程公司 | I-shaped steel joint structure for underground continuous wall and construction method for I-shaped steel joint structure |
CN103225318A (en) * | 2013-05-08 | 2013-07-31 | 董宏波 | Anti-seepage and leaking-stoppage device for underground consecutive wall groove section joint point and construction method thereof |
CN203924136U (en) * | 2014-05-15 | 2014-11-05 | 中国建筑第六工程局有限公司 | A kind of ground-connecting-wall lap guard flow pattern steel joint |
CN103981904A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Joint structure between ground and wall and sandy soil layer foundation pit construction method |
CN205171502U (en) * | 2015-10-27 | 2016-04-20 | 中国一冶集团有限公司 | Device is flowed in lap guard of underground continuous wall flexible rubber hose formula |
CN205444168U (en) * | 2016-01-07 | 2016-08-10 | 中国电建集团华东勘测设计研究院有限公司 | Diaphragm wall I -steel connects lap guard and flows component |
Also Published As
Publication number | Publication date |
---|---|
CN106567380A (en) | 2017-04-19 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105569376B (en) | The Demolition Construction method of construction wall | |
CN104631706B (en) | One kind exempts from form removal concrete column and its construction method | |
CN204266590U (en) | Sump, hoistway formwork bed die anti-floating system | |
CN203429641U (en) | Single-side supporting formwork reinforcing structure system for building construction | |
CN212295160U (en) | Prefabricated assembled concrete shear force wall | |
CN105569333A (en) | Construction formwork of cantilever layer outer wall preformed hole, and construction method | |
CN207092076U (en) | A kind of guider of steel pile casting | |
CN203878995U (en) | Side wall stair formwork | |
CN205296799U (en) | Construction of elevator well and protection platform | |
CN106567380B (en) | Recyclable cross steel plate baffle device | |
CN204059953U (en) | Hang mould prefab form | |
CN206681359U (en) | One kind cheats new formwork system in hole | |
CN104074354A (en) | Plate-insertion type cast-in-place staircase template and use method of plate-insertion type cast-in-place staircase template | |
CN205857707U (en) | Stair step constructing device | |
CN204571289U (en) | A kind of construction formwork of overhang layer exterior wall preformed hole | |
CN203049588U (en) | Pit-in-pit cylindrical mould | |
CN211439831U (en) | Multipurpose auxiliary drilling device | |
CN204199691U (en) | A kind of handrail formwork for placing structure of spiral stairs | |
CN202745044U (en) | Purpose-made rigid support body construction structure strengthening rigidity of reinforcement cage | |
CN204571265U (en) | A kind of reusable pre-buried anchor ring | |
CN203755682U (en) | Secondary pouring form board constructing structure for small opening of concrete structure floor slab | |
CN205976492U (en) | Stair concrete placement template device | |
CN206034912U (en) | Mould reinforcement member is hung to building | |
CN204225480U (en) | Building frame construction post beam boundary section pulls and pushes plate device | |
CN206034874U (en) | Elevartor shaft combination formula integrally lift up operation platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |