CN104631434A - Box-shaped steel plate meshing continuous wall - Google Patents
Box-shaped steel plate meshing continuous wall Download PDFInfo
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- CN104631434A CN104631434A CN201510016872.1A CN201510016872A CN104631434A CN 104631434 A CN104631434 A CN 104631434A CN 201510016872 A CN201510016872 A CN 201510016872A CN 104631434 A CN104631434 A CN 104631434A
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Abstract
A box-shaped steel plate meshing continuous wall is formed by connecting a plurality of multi-cavity 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, a circular hole is formed in the top of each box-shaped steel plate wall, and a steel ring plate is arrange on the periphery of the circular hole. According to the box-shaped steel plate meshing continuous wall, the depth of a foundation ditch is not restricted, and the application scope is wide; rebars and concrete are not needed for a retaining structure; 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 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) of cement mixing method interpolation H profile steel and diaphragm wall etc.SMW engineering method is connected inconvenience with steel inner support, and its foundation depth be 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, applied widely, cost is low.
The technical solution adopted for the present invention to solve the technical problems is as follows:
A kind of 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 coping is provided with circular hole, and described circular hole periphery is provided with steel loop plate.
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 pipe, rectangular tube, polygon tubing, angle steel, channel-section steel, H-shaped steel or steel plate.
The chamber of described box-shaped steel plate wall is two or more.
Described box-section member is welding box-shaped or clod wash box-shaped or hot rolling box-section member.
Described truss is welded by angle steel, channel-section steel, steel plate or H-shaped steel
Beneficial effect of the present invention is mainly manifested in: 1, foundation depth is unrestricted, applied widely; 2, space enclosing structure does not need reinforcing bar and concrete; 3, can repeatedly huge profit use, cost is extremely low.
Accompanying drawing explanation
Fig. 1 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention one;
Fig. 2 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention two;
Fig. 3 is the 1-1 sectional drawing of Fig. 2;
Fig. 4 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention three;
Fig. 5 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention four;
Fig. 6 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention five;
Fig. 7 is embodiment five box-shaped steel plate wall connection diagram;
Fig. 8 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention six;
Fig. 9 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention seven;
Figure 10 is embodiment seven box-shaped steel plate wall connection diagram;
Figure 11 is the box-shaped steel plate occlusion diaphragm wall floor map of the embodiment of the present invention eight;
Figure 12 is embodiment eight box-shaped steel plate wall connection diagram; ;
Figure 13 box-shaped steel plate occlusion diaphragm wall overp0unch schematic diagram;
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 and Figure 13, a kind of box-shaped steel plate occlusion diaphragm wall, is connected to form by some multi-cavity box-shaped steel plate walls, and described box-shaped steel plate wall to be welded two chamber bodies of wall by weld seam 4 by five block plates 1; The two ends of described box-shaped steel plate wall are provided with engaged connecting elements, and described connecting elements is pipe 2 and the open-end tube 3 that size coupling can embed connection; Two circular holes 5 are established at described box-shaped steel plate diaphragm wall top, and described circular hole is reinforced by four blocks of steel loop plates 6 of periphery.
Embodiment two:
With reference to accompanying drawing 2 ~ 3 and Figure 13, described box-shaped steel plate wall includes steel plate 1 and truss web 7, and described truss web 7 is made up of channel-section steel 7a, steel plate 7b and angle steel 7c, and described truss web and chord member 8 form truss; Described truss and four block plates to be welded two chamber bodies of wall by weld seam 4; Described connecting elements is square tube 2 and the opening square tube 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment three:
With reference to accompanying drawing 4 and Figure 13, described box-shaped steel plate wall to be welded three chamber bodies of wall by weld seam 4 by steel plate 1 and clod wash box-shaped tubing 9; Described connecting elements is hexagon tubing 2 and the opening hexagon tubing 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment four:
With reference to accompanying drawing 5 and Figure 13, described box-shaped steel plate wall to be welded two chamber bodies of wall by weld seam 4 by three H-shaped shaped steel 10; Described connecting elements is steel plate 2 and the opening square tube 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment five:
With reference to accompanying drawing 6, Fig. 7 and Figure 13, described box-shaped steel plate wall to be welded two chamber bodies of wall by weld seam 4 by steel plate 1 and cold-formed C section 11; Pass through box component 17 during construction as connecting elements, all the other are with embodiment one.
Embodiment six:
With reference to accompanying drawing 8 and Figure 13, box-shaped steel plate wall to be welded three chamber bodies of wall by weld seam 4 by welding box-section member 13 and clod wash channel-section member 12; Described connecting elements is two i iron 2 and four channel-section steels 3 that size coupling can embed connection; All the other are with embodiment one.
Embodiment seven:
With reference to accompanying drawing 9, Figure 10 and Figure 13, box-shaped steel plate wall to be welded four chamber bodies of wall by weld seam 4 by the odd-shaped cross section component 14 of rolling and steel plate 1; Two end cavity of described box-shaped steel plate wall are respectively provided with a notch; Pass through H profile steel component 17 during construction as connecting elements, all the other are with embodiment one.
Embodiment eight:
With reference to accompanying drawing 11, Figure 12 and Figure 13, box-shaped steel plate wall to be welded six chamber bodies of wall by weld seam 4 by the T section component 15 of rolling and steel plate 1; Four cavitys of described box-shaped steel plate wall two ends are respectively provided with a notch; Pass through two H profile steel components 17 during construction as connecting elements, all the other are with embodiment one.
Claims (6)
1. a 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 coping is provided with circular hole, and described circular hole periphery is provided with steel loop plate.
2. box-shaped steel plate occlusion diaphragm wall as claimed in claim 1, 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.
3. box-shaped steel plate occlusion diaphragm wall as claimed in claim 2, is characterized in that: described connecting elements is pipe, rectangular tube, polygon tubing, angle steel, channel-section steel, H-shaped steel or steel plate.
4. box-shaped steel plate occlusion diaphragm wall as claimed in claim 3, is characterized in that: the chamber of described box-shaped steel plate wall is two or more.
5. box-shaped steel plate occlusion diaphragm wall as claimed in claim 2, is characterized in that: described box-section member is welding box-shaped or clod wash box-shaped or hot rolling box-section member.
6. box-shaped steel plate occlusion diaphragm wall as claimed in claim 2, is characterized in that: described truss is welded by angle steel, channel-section steel, steel plate or H-shaped steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510016872.1A CN104631434A (en) | 2015-01-13 | 2015-01-13 | Box-shaped steel plate meshing continuous wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510016872.1A CN104631434A (en) | 2015-01-13 | 2015-01-13 | Box-shaped steel plate meshing continuous wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104631434A true CN104631434A (en) | 2015-05-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510016872.1A Pending CN104631434A (en) | 2015-01-13 | 2015-01-13 | Box-shaped steel plate meshing continuous wall |
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| CN (1) | CN104631434A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018853A (en) * | 2017-12-18 | 2018-05-11 | 华东交通大学 | The design method of U-shaped steel negative and positive lock-type steel pipe pile enclosing structure |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04237714A (en) * | 1991-01-14 | 1992-08-26 | Nippon Steel Corp | Concrete reinforcing steel member |
| JPH11209967A (en) * | 1998-01-22 | 1999-08-03 | Shimizu Corp | Joint structure of underground continuous 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 |
| JP2004360241A (en) * | 2003-06-03 | 2004-12-24 | Kajima Corp | Construction method for steel underground continuous wall |
| CN204456068U (en) * | 2015-01-13 | 2015-07-08 | 金天德 | Box-shaped steel plate occlusion diaphragm wall |
-
2015
- 2015-01-13 CN CN201510016872.1A patent/CN104631434A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH04237714A (en) * | 1991-01-14 | 1992-08-26 | Nippon Steel Corp | Concrete reinforcing steel member |
| JPH11209967A (en) * | 1998-01-22 | 1999-08-03 | Shimizu Corp | Joint structure of underground continuous 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 |
| JP2004360241A (en) * | 2003-06-03 | 2004-12-24 | Kajima Corp | Construction method for steel underground continuous wall |
| CN204456068U (en) * | 2015-01-13 | 2015-07-08 | 金天德 | Box-shaped steel plate occlusion diaphragm wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108018853A (en) * | 2017-12-18 | 2018-05-11 | 华东交通大学 | The design method of U-shaped steel negative and positive lock-type steel pipe pile enclosing structure |
| CN109024617A (en) * | 2018-09-14 | 2018-12-18 | 金天德 | A kind of assembled diaphragm wall and its component units |
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Application publication date: 20150520 |