CN104631435A - Meshing structure for box-shaped steel plate meshing continuous wall - Google Patents
Meshing structure for box-shaped steel plate meshing continuous wall Download PDFInfo
- Publication number
- CN104631435A CN104631435A CN201510015999.1A CN201510015999A CN104631435A CN 104631435 A CN104631435 A CN 104631435A CN 201510015999 A CN201510015999 A CN 201510015999A CN 104631435 A CN104631435 A CN 104631435A
- Authority
- CN
- China
- Prior art keywords
- box
- steel plate
- shaped steel
- occlusion
- wall
- 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.)
- Pending
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
A meshing structure for a box-shaped steel plate meshing continuous wall is formed by connecting a plurality of multi-cavity box-shaped steel plate walls. The two ends of each box-shaped steel plate wall are provided with connection components which are used for meshing with each other; the box-shaped steel plate walls are inserted into soil, cement paste is filled into meshing cavities which are formed through meshing between the ends of every two box-shaped steel plate walls, and the box-shaped steel plate wall is formed and used as a retaining wall structure; after a basement is completed, the box-shaped steel plate wall is pulled out for reusing. The meshing structure for the box-shaped steel plate meshing continuous wall is not prone to water leakage; rebars and concrete are not needed for the retaining structure; construction and manufacture are convenient, safe and reliable; reusing can be conducted for many times, and the manufacturing cost is extremely low.
Description
Technical field
The invention belongs to engineering construction technology field, particularly a kind of occlusion structure of box-shaped steel plate occlusion diaphragm wall.
Background technology
The enclosure wall form of structure that conventional foundation depth is greater than 5m has the Composite Enclosure Structure (SMW engineering method) and diaphragm wall etc. of cast-in-situ steel reinforced concrete castinplace pile, pile for prestressed pipe, tube-sinking cast-in-situ pile, interlocking pile, cement mixing method interpolation H profile steel.Deposited reinforced concrete pile cost is high, need in conjunction with cement mixing pile sealing; The foundation depth that SMW engineering method is suitable for is limited; For ultra-deep foundation pit, steel concrete diaphragm wall is commonplace way, but its cost is high, and complex process, seam crossing easily leaks.
Summary of the invention
In order to overcome the deficiencies in the prior art, the invention provides a kind of box-shaped steel plate occlusion diaphragm wall occlusion structure, cost is low, easy construction, antileaking.
The technical solution adopted for the present invention to solve the technical problems is as follows:
An occlusion structure for box-shaped steel plate occlusion diaphragm wall, connected to form by some multi-cavity box-shaped steel plate walls, the two ends of described box-shaped steel plate wall are provided with engaged connecting elements; Described box-shaped steel plate wall inserts in the soil body, injects cement paste, form box-shaped steel plate wall, as enclosure wall structure in the occlusion chamber that box-shaped steel plate wall end occlusion is between two formed; After basement completion, more described box-shaped steel plate wall is extracted recycling.
Described box-shaped steel plate coping is provided with circular hole, and described circular hole periphery is provided with steel loop plate.
Described cement paste injects occlusion chamber by churning or high pressure.
Described multi-cavity box-shaped steel plate wall by one of following or wherein two or more Combination Welding form, 1. steel plate, 2. " H " shape shaped steel, 3. box-section member, 4. C tee section component, 5. T section component, 6. truss, 7. odd-shaped cross section component.
Described connecting elements is triangle tube, rectangular tube, pipe, polygon tubing, steel plate, angle steel, channel-section steel or H-shaped steel.
The chamber of described box-shaped steel plate wall is two or more.
Beneficial effect of the present invention is mainly manifested in: 1, be not easy to leak; 2, space enclosing structure does not need reinforcing bar and concrete; 3, construct easy to make, safe and reliable; 4, can repeatedly huge profit use, cost is extremely low.
Accompanying drawing explanation
Fig. 1 is the box-shaped steel plate wall end view of the embodiment of the present invention one;
Fig. 2 is that embodiment one is engaged node drawing;
Fig. 3 is the box-shaped steel plate wall end view of the embodiment of the present invention two;
Fig. 4 is that embodiment two is engaged node drawing;
Fig. 5 is the box-shaped steel plate wall end view of the embodiment of the present invention three;
Fig. 6 is that embodiment three is engaged node drawing;
Fig. 7 is the box-shaped steel plate wall end view of the embodiment of the present invention four;
Fig. 8 is that embodiment four is engaged node drawing;
Fig. 9 is the box-shaped steel plate wall end view of the embodiment of the present invention five;
Figure 10 is that embodiment five is engaged node drawing;
Figure 11 is the box-shaped steel plate wall end view of the embodiment of the present invention six;
Figure 12 is that embodiment six is engaged node drawing;
Figure 13 is the box-shaped steel plate wall end view of the embodiment of the present invention seven;
Figure 14 is that embodiment seven is engaged node drawing;
Figure 15 is the box-shaped steel plate wall end view of the embodiment of the present invention eight;
Figure 16 is that embodiment eight is engaged node drawing;
Figure 17 is the box-shaped steel plate wall end view of the embodiment of the present invention nine;
Figure 18 is that embodiment nine is engaged node drawing;
Figure 19 is the box-shaped steel plate wall end view of the embodiment of the present invention ten;
Figure 20 is that embodiment ten is engaged node drawing;
Figure 21 is the box-shaped steel plate wall end view of the embodiment of the present invention 11;
Figure 22 is that embodiment 11 is engaged node drawing;
Figure 23 is the box-shaped steel plate wall end view of the embodiment of the present invention 12;
Figure 24 is that embodiment 12 is engaged node drawing;
Figure 25 is the box-shaped steel plate wall end view of the embodiment of the present invention 13;
Figure 26 is that embodiment 13 is engaged node drawing;
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described, and the present embodiment is implemented under premised on technical solution of the present invention, but protection scope of the present invention is not limited to following embodiment.
Embodiment one:
With reference to accompanying drawing 1-2, a kind of occlusion structure of box-shaped steel plate occlusion diaphragm wall, connected to form by some multi-cavity box-shaped steel plate walls 1, the two ends of described box-shaped steel plate wall are provided with engaged connecting elements; Described box-shaped steel plate wall to be welded two chamber bodies of wall by weld seam by five block plates; Described connecting elements is pipe sub-buckle 2 and the open-end tube box 3 that size coupling can embed connection; Described box-shaped steel plate wall is inserted in the soil body 5; Churning or high-pressure injected water mud 4 in the occlusion chamber that box-shaped steel plate wall end occlusion is between two formed, form box-shaped steel plate occlusion diaphragm wall; After basement completion, more described box-shaped steel plate wall is extracted recycling.
Embodiment two:
With reference to accompanying drawing 3-4, described box-shaped steel plate wall 1 includes steel plate and truss web, and described truss web and chord member form truss; Described truss and four block plates to be welded two chamber bodies of wall by weld seam; Described connecting elements is square tube sub-buckle 2 and the opening square tube box 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment three:
With reference to accompanying drawing 5-6, described box-shaped steel plate wall 1 to be welded three chamber bodies of wall by weld seam by steel plate and clod wash box-shaped tubing; Described connecting elements is hexagon sub-buckle 2 and the opening hexagon box 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment four:
With reference to accompanying drawing 7-8, described box-shaped steel plate wall 1 to be welded two chamber bodies of wall by weld seam by three H-shaped shaped steel; Described connecting elements is steel plate sub-buckle 2 and the opening square tube box 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment five:
With reference to accompanying drawing 9-10, described connecting elements is angle steel sub-buckle 2 and angle steel box 3; All the other are with embodiment one.
Embodiment six:
With reference to accompanying drawing 11-12, described connecting elements is channel-section steel sub-buckle 2 and channel-section steel box 3; All the other are with embodiment one.
Embodiment seven:
With reference to accompanying drawing 13-14, a notch 6 is established in box-shaped steel plate wall 1 termination, is inserted by described box-shaped steel plate wall in the soil body 5; H-shaped steel 7 is inserted between two box-shaped steel plate wall end notch; Churning or high-pressure injected water mud 4 in the space that box-shaped steel plate wall end plate and H-shaped steel are formed, form box-shaped steel plate occlusion diaphragm wall; All the other are with embodiment one.
Embodiment eight:
With reference to accompanying drawing 15-16, two notches 6 are established in box-shaped steel plate wall 1 termination; Two H-shaped steel 7 are inserted between two box-shaped steel plate wall end notch; Churning or high-pressure injected water mud 4 in the cavity that H-shaped steel and box-shaped steel plate wall end plate are formed, form box-shaped steel plate occlusion diaphragm wall; All the other are with embodiment one.
Embodiment nine:
With reference to accompanying drawing 17-18, a notch 6 is established in box-shaped steel plate wall 1 termination; Interleave into box component 7 two box-shaped steel plate wall end notch; Churning or high-pressure injected water mud 4 in the space that box-shaped steel plate wall end plate and box component are formed, form box-shaped steel plate occlusion diaphragm wall; All the other are with embodiment one.
Embodiment ten:
With reference to accompanying drawing 19-20, channel-section steel sub-buckle 2 and steel plate box 3 are established in box-shaped steel plate wall 1 termination; All the other are with embodiment one.
Embodiment 11:
With reference to accompanying drawing 21-22, the box 3 that box-shaped steel plate wall 1 termination establishes i iron sub-buckle 2 and two channel-section steels to be formed; All the other are with embodiment one.
Embodiment 12:
With reference to accompanying drawing 23-24, steel plate sub-buckle 2 and opening square tube box 3 are established in box-shaped steel plate wall 1 termination, and square tube bight is connected with box-shaped steel plate wall; All the other are with embodiment one.
Embodiment 13:
With reference to accompanying drawing 25-26, T-shaped sub-buckle 2 and open-delta box 3 are established in box-shaped steel plate wall 1 termination, and square tube bight is connected with box-shaped steel plate wall; All the other are with embodiment one.
Claims (6)
1. an occlusion structure for box-shaped steel plate occlusion diaphragm wall, is characterized in that: connected to form by some multi-cavity box-shaped steel plate walls, the two ends of described box-shaped steel plate wall are provided with engaged connecting elements; Described box-shaped steel plate wall inserts in the soil body, injects cement paste, form box-shaped steel plate diaphragm wall in the occlusion chamber that box-shaped steel plate wall end occlusion is between two formed.
2. the occlusion structure of box-shaped steel plate occlusion diaphragm wall as claimed in claim 1, is characterized in that: described box-shaped steel plate coping is provided with circular hole, and described circular hole periphery is provided with steel loop plate.
3. the occlusion structure of box-shaped steel plate occlusion diaphragm wall as claimed in claim 2, is characterized in that: described cement paste injects occlusion chamber by churning or high pressure.
4. the occlusion structure of box-shaped steel plate occlusion diaphragm wall as claimed in claim 3, it is characterized in that: described multi-cavity box-shaped steel plate wall by one of following or wherein two or more Combination Welding form, 1. steel plate, 2. " H " shape shaped steel, 3. box-section member, 4. C tee section component, 5. T section component, 6. truss, 7. odd-shaped cross section component.
5. the occlusion structure of box-shaped steel plate occlusion diaphragm wall as claimed in claim 1, is characterized in that: described connecting elements is triangle tube, rectangular tube, pipe, polygon tubing, steel plate, angle steel, channel-section steel or H-shaped steel.
6. the occlusion structure of box-shaped steel plate occlusion diaphragm wall as claimed in claim 5, is characterized in that: the chamber of described box-shaped steel plate wall is two or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510015999.1A CN104631435A (en) | 2015-01-13 | 2015-01-13 | Meshing structure for box-shaped steel plate meshing continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510015999.1A CN104631435A (en) | 2015-01-13 | 2015-01-13 | Meshing structure for box-shaped steel plate meshing continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104631435A true CN104631435A (en) | 2015-05-20 |
Family
ID=53210636
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510015999.1A Pending CN104631435A (en) | 2015-01-13 | 2015-01-13 | Meshing structure for box-shaped steel plate meshing continuous wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104631435A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108699794A (en) * | 2015-10-13 | 2018-10-23 | 约翰·贾维 | Use the improvement of the sea wall of pin stake, retaining wall and similar structures |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
| CN109826183A (en) * | 2019-03-19 | 2019-05-31 | 金天德 | A kind of band sealing chamber beam tube construction method of underground continuous wall and its wall element |
| WO2022073485A1 (en) * | 2020-10-09 | 2022-04-14 | 穆联恩（江苏）国际贸易有限公司 | Cofferdam locking mechanism |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1206697B (en) * | 1983-02-22 | 1989-04-27 | Finic Bv | UNDERGROUND WATERPROOF BARRIER FOR EXCAVATIONS. |
| JPH047410A (en) * | 1990-04-24 | 1992-01-10 | Nippon Steel Corp | Method for constructing concrete walllike structure |
| JPH04237714A (en) * | 1991-01-14 | 1992-08-26 | Nippon Steel Corp | Concrete reinforcing steel member |
| JPH05255934A (en) * | 1992-03-13 | 1993-10-05 | Kumagai Gumi Co Ltd | Fixing method and device for joint |
| JPH05321249A (en) * | 1992-05-22 | 1993-12-07 | Tokyu Constr Co Ltd | Method for constructing underground continuous steel wall |
| JPH07305344A (en) * | 1994-05-12 | 1995-11-21 | Nkk Corp | Segment for continuous underground steel wall and method for constructing continuous underground steel wall |
| FR2710668B1 (en) * | 1993-09-27 | 1995-12-22 | Sade Travaux Hydraulique | Sealing device for sealing sheet piling and method for installing such a device. |
| JP2001348862A (en) * | 2000-04-07 | 2001-12-21 | Nippon Steel Corp | Cut-off structure for steel sheet pile joint part, impervious revetment structure and construction method |
| CN101319498A (en) * | 2008-07-17 | 2008-12-10 | 万勇 | Lattice type prefabricated prestressed underground continuous wall and its construction method |
| CN204475311U (en) * | 2015-01-13 | 2015-07-15 | 金天德 | The occlusion structure of box-shaped steel plate occlusion diaphragm wall |
-
2015
- 2015-01-13 CN CN201510015999.1A patent/CN104631435A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1206697B (en) * | 1983-02-22 | 1989-04-27 | Finic Bv | UNDERGROUND WATERPROOF BARRIER FOR EXCAVATIONS. |
| JPH047410A (en) * | 1990-04-24 | 1992-01-10 | Nippon Steel Corp | Method for constructing concrete walllike structure |
| JPH04237714A (en) * | 1991-01-14 | 1992-08-26 | Nippon Steel Corp | Concrete reinforcing steel member |
| JPH05255934A (en) * | 1992-03-13 | 1993-10-05 | Kumagai Gumi Co Ltd | Fixing method and device for joint |
| JPH05321249A (en) * | 1992-05-22 | 1993-12-07 | Tokyu Constr Co Ltd | Method for constructing underground continuous steel wall |
| FR2710668B1 (en) * | 1993-09-27 | 1995-12-22 | Sade Travaux Hydraulique | Sealing device for sealing sheet piling and method for installing such a device. |
| JPH07305344A (en) * | 1994-05-12 | 1995-11-21 | Nkk Corp | Segment for continuous underground steel wall and method for constructing continuous underground steel wall |
| JP2001348862A (en) * | 2000-04-07 | 2001-12-21 | Nippon Steel Corp | Cut-off structure for steel sheet pile joint part, impervious revetment structure and construction method |
| JP3823029B2 (en) * | 2000-04-07 | 2006-09-20 | 新日本製鐵株式会社 | Steel sheet pile joints water-stop structure and impermeable structure and construction method |
| CN101319498A (en) * | 2008-07-17 | 2008-12-10 | 万勇 | Lattice type prefabricated prestressed underground continuous wall and its construction method |
| CN204475311U (en) * | 2015-01-13 | 2015-07-15 | 金天德 | The occlusion structure of box-shaped steel plate occlusion diaphragm wall |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108699794A (en) * | 2015-10-13 | 2018-10-23 | 约翰·贾维 | Use the improvement of the sea wall of pin stake, retaining wall and similar structures |
| US10731312B2 (en) | 2015-10-13 | 2020-08-04 | Armour Wall Group Pty Ltd | Sea walls, retaining walls and like structures using pin piles |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
| CN109826183A (en) * | 2019-03-19 | 2019-05-31 | 金天德 | A kind of band sealing chamber beam tube construction method of underground continuous wall and its wall element |
| WO2022073485A1 (en) * | 2020-10-09 | 2022-04-14 | 穆联恩（江苏）国际贸易有限公司 | Cofferdam locking mechanism |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204475311U (en) | The occlusion structure of box-shaped steel plate occlusion diaphragm wall | |
| CN104631433B (en) | The construction technology of box-shaped steel plate occlusion diaphragm wall structural system | |
| US10655892B2 (en) | Heat transfer pipe embedded in a prefabricated pipe pile and embedding method | |
| CN104631435A (en) | Meshing structure for box-shaped steel plate meshing continuous wall | |
| CN203113627U (en) | Nodular cast iron grout sleeve for connecting longitudinal steel bars | |
| CN207436373U (en) | A kind of assembled is bolted steel core concrete column entirely | |
| CN203530989U (en) | Deep foundation pit shoring retaining wall steel pipe concrete supporting assembly | |
| CN102535519A (en) | I-shaped steel joint structure for underground continuous wall and construction method for I-shaped steel joint structure | |
| CN110820732A (en) | Cast-in-situ bored pile suitable for karst area with connectivity channel and pile forming method | |
| CN203613529U (en) | Rigid joint for underground continuous wall | |
| CN102061710A (en) | Diaphragm wall joint and manufacturing method of diaphragm wall | |
| CN204456068U (en) | Box-shaped steel plate occlusion diaphragm wall | |
| CN202577363U (en) | H-shaped steel joint structure of underground diaphragm wall | |
| CN203866845U (en) | Foundation pit supporting structure with Y-shaped steel sheet piles and U-shaped steel sheet piles combined | |
| CN103541733A (en) | Shield vertical shaft assembling type concrete-filled steel tube inner support system and construction method thereof | |
| CN204199324U (en) | Connecting reinforcement cage i iron in construction of diaphragm wall | |
| CN104631434A (en) | Box-shaped steel plate meshing continuous wall | |
| CN203613562U (en) | Flexible joint for underground continuous wall | |
| CN203530990U (en) | Deep foundation pit shoring retaining wall steel pipe concrete supporting structure | |
| CN203546761U (en) | Rigid connector box of underground continuous walls | |
| CN101761240B (en) | Method and structure for adding partition in prior pool | |
| CN203452101U (en) | Sealing device for post-pouring belt of external wall of multi-storey basement | |
| CN104805843A (en) | Foundation pit supporting method | |
| CN212452688U (en) | Novel seepage-proofing and enclosure structure | |
| CN214944298U (en) | Pipe jacking assembly |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |
Application publication date: 20150520 |