CN204475311U - The occlusion structure of box-shaped steel plate occlusion diaphragm wall - Google Patents
The occlusion structure of box-shaped steel plate occlusion diaphragm wall Download PDFInfo
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- CN204475311U CN204475311U CN201520022632.8U CN201520022632U CN204475311U CN 204475311 U CN204475311 U CN 204475311U CN 201520022632 U CN201520022632 U CN 201520022632U CN 204475311 U CN204475311 U CN 204475311U
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Abstract
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.The utility model is not easy to leak; Space enclosing structure does not need reinforcing bar and concrete; Construct easy to make, safe and reliable; Can repeatedly reuse, cost is extremely low.
Description
Technical field
The utility model 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 utility model provide a kind of box-shaped steel plate occlusion diaphragm wall occlusion structure, cost is low, easy construction, antileaking.
It is as follows that the utility model solves the technical scheme that its technical problem adopts:
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. rectangular cross-section, 4. C tee section component, 5. T section component, 6. truss.
Described connecting elements is triangle 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.
The beneficial effects of the utility model are 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 utility model embodiment one;
Fig. 2 is that embodiment one is engaged node drawing;
Fig. 3 is the box-shaped steel plate wall end view of the utility model embodiment two;
Fig. 4 is that embodiment two is engaged node drawing;
Fig. 5 is the box-shaped steel plate wall end view of the utility model embodiment three;
Fig. 6 is that embodiment three is engaged node drawing;
Fig. 7 is the box-shaped steel plate wall end view of the utility model embodiment four;
Fig. 8 is that embodiment four is engaged node drawing;
Fig. 9 is the box-shaped steel plate wall end view of the utility model embodiment five;
Figure 10 is that embodiment five is engaged node drawing;
Figure 11 is the box-shaped steel plate wall end view of the utility model embodiment six;
Figure 12 is that embodiment six is engaged node drawing;
Figure 13 is the box-shaped steel plate wall end view of the utility model embodiment seven;
Figure 14 is that embodiment seven is engaged node drawing;
Figure 15 is the box-shaped steel plate wall end view of the utility model embodiment eight;
Figure 16 is that embodiment eight is engaged node drawing;
Figure 17 is the box-shaped steel plate wall end view of the utility model embodiment nine;
Figure 18 is that embodiment nine is engaged node drawing;
Figure 19 is the box-shaped steel plate wall end view of the utility model embodiment ten;
Figure 20 is that embodiment ten is engaged node drawing;
Figure 21 is the box-shaped steel plate wall end view of the utility model embodiment 11;
Figure 22 is that embodiment 11 is engaged node drawing;
Figure 23 is the box-shaped steel plate wall end view of the utility model embodiment 12;
Figure 24 is that embodiment 12 is engaged node drawing;
Figure 25 is the box-shaped steel plate wall end view of the utility model embodiment 13;
Figure 26 is that embodiment 13 is engaged node drawing;
Detailed description of the invention
Be further described the utility model below in conjunction with accompanying drawing, the present embodiment is implemented under premised on technical solutions of the utility model, but protection domain of the present utility model 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. rectangular cross-section, 4. C tee section component, 5. T section component, 6. truss.
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, 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 |
|---|---|---|---|
| CN201520022632.8U CN204475311U (en) | 2015-01-13 | 2015-01-13 | The occlusion structure of box-shaped steel plate occlusion diaphragm wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520022632.8U CN204475311U (en) | 2015-01-13 | 2015-01-13 | The occlusion structure of box-shaped steel plate occlusion diaphragm wall |
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| CN204475311U true CN204475311U (en) | 2015-07-15 |
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| CN201520022632.8U Active CN204475311U (en) | 2015-01-13 | 2015-01-13 | The occlusion structure of box-shaped steel plate occlusion diaphragm wall |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631435A (en) * | 2015-01-13 | 2015-05-20 | 金天德 | Meshing structure for box-shaped steel plate meshing continuous wall |
| CN108203982A (en) * | 2018-02-10 | 2018-06-26 | 江苏省安捷岩土工程有限公司 | A kind of method using reinforcing bar prefabricated board prevention Leakage of Foundation Pit water |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
| CN110080249A (en) * | 2019-06-14 | 2019-08-02 | 上海智平基础工程有限公司 | A kind of pressure filling formula Diaphragm Wall Support Structure and its construction method |
-
2015
- 2015-01-13 CN CN201520022632.8U patent/CN204475311U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631435A (en) * | 2015-01-13 | 2015-05-20 | 金天德 | Meshing structure for box-shaped steel plate meshing continuous wall |
| CN108203982A (en) * | 2018-02-10 | 2018-06-26 | 江苏省安捷岩土工程有限公司 | A kind of method using reinforcing bar prefabricated board prevention Leakage of Foundation Pit water |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
| CN110080249A (en) * | 2019-06-14 | 2019-08-02 | 上海智平基础工程有限公司 | A kind of pressure filling formula Diaphragm Wall Support Structure and its construction method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
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Effective date of registration: 20230802 Address after: Room 1101, Unit 2, Guojin Center, No. 259, Pinglan Road, Ningwei Street, Xiaoshan District, Hangzhou City, Zhejiang Province, 310000 Patentee after: Zhejiang Oula Architectural Design Co.,Ltd. Address before: 310001 No. 116, Huan Sha Road, Hangzhou, Zhejiang Patentee before: Jin Tiande |
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| TR01 | Transfer of patent right |