CN204510194U - Biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate - Google Patents
Biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate Download PDFInfo
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- CN204510194U CN204510194U CN201520188894.1U CN201520188894U CN204510194U CN 204510194 U CN204510194 U CN 204510194U CN 201520188894 U CN201520188894 U CN 201520188894U CN 204510194 U CN204510194 U CN 204510194U
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- guided mode
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Abstract
A kind of biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, comprise reinforcing cage, guided mode steel plate, it is characterized in that, reinforcing cage is made up of main muscle, stirrup, muscle of putting more energy into, stirrup and muscle of putting more energy into are fixed on evenly distributed main muscle, stirrup and the closed chestnut shape of muscle all for being made up of major arc chord of putting more energy into; Guided mode steel plate is made up of curved plate, adpting flange and channel-section steel tooth rib, and two channel-section steel tooth rib uniform weldings are on the lateral surface of curved plate, and the end of curved plate arranges adpting flange; Two channel-section steel tooth ribs of guided mode steel plate contact with the string of muscle of putting more energy into the string of reinforcing cage stirrup, and guided mode steel plate and reinforcing cage screw clasp are fixed.The biting connecions of chestnut shape reinforcing cage of the present utility model and guided mode steel plate construction connects piling wall, and the combination between stake and stake is more firmly careful, effectively can improve the structural strength connecting piling wall, and cross water resistance and increase, barrier performance is strong; Construction period can shorten greatly, and operation is more simple, reduces energy consumption and cost.
Description
Technical field
The utility model relates to building engineering equipment, and especially a kind of biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate.
Background technology
Row of piles formula diaphragm wall mainly adopts patterning method to make front and back stake disjunctor, and after non-cutting campshed arranged side by side is into wall, carries out Anti-seeping technology at two sidetracking hole And grouting methols of diaphragm wall bonding crack.Above-mentioned diaphragm wall become the major defect of wall technique be the plain concrete body of cutting due to hard, both time-consumingly during cutting take electricity, consume many carbide alloy again, sometimes also off-axis can make rear stake holes and front stake bifurcated.Although and non-cutting campshed overcomes aforementioned drawback, the construction cost of bonding crack both sides note Pulp technique is higher, and anti-seepage effect is difficult standard up to standard also, also lacks reliable detection means.Although groove segmentation diaphragm wall intensity and anti-seepage effect reliable, need use heavy-duty machinery, construction cost is higher, and groove section jointing construction more complicated, be generally only applicable to subway station construction of diaphragm wall.
Summary of the invention
The purpose of this utility model is just to provide a kind of biting connecions and connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, adopts the integrated intensity between the reinforcing cage of this design and the high pile body of guided mode steel plate energy and seepage capability, and effectively can shorten the construction period.
Biting connecions of the present utility model connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, comprise reinforcing cage, guided mode steel plate, it is characterized in that, reinforcing cage is made up of main muscle, stirrup, muscle of putting more energy into, stirrup and muscle of putting more energy into are fixed on evenly distributed main muscle, stirrup and the closed chestnut shape of muscle all for being made up of major arc chord of putting more energy into; Guided mode steel plate is made up of curved plate, adpting flange and channel-section steel tooth rib, and two channel-section steel tooth rib uniform weldings are on the lateral surface of curved plate, and the end of curved plate arranges adpting flange; Two channel-section steel tooth ribs of guided mode steel plate contact with the string of muscle of putting more energy into the string of reinforcing cage stirrup, and guided mode steel plate and reinforcing cage screw clasp are fixed.
Biting connecions of the present utility model connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, using method is, in the stake holes of having bored, reinforcing cage and guided mode steel plate are slowly put into and sinks to the bottom, at stake holes mouth screw clasp one saved and take off, back-up sand between curved plate front and stake holes wall afterwards, last at reinforcing cage place concrete perfusion, complete the construction of front stake, after concrete final set, according to guided mode Steel Plate Guide Drill metapore, extract guided mode steel plate again, pile forming technology before repeating, so moves in circles, until be linked to be all pile foundations designed by body of wall.
The biting connecions of chestnut shape reinforcing cage of the present utility model and guided mode steel plate construction connects piling wall, contrasts existing row of piles formula diaphragm wall and has the following advantages:
1, make the combination between stake and stake more firmly careful, effectively can improve the structural strength connecting piling wall, this mainly replaces the result of plane laminating design between conventional stake by bidentate occlusion form;
2, the combination between stake and stake because of the shape of bonding crack from straight along becoming complications, thus make combination more careful, cross water resistance and increase, effectively improve the barrier performance of wall body structure;
3, body of wall to connect before and after stake axis line track stake holes and can not depart from and bifurcated by the restriction of guide groove steel plate, and therefore become hole perpendicularity identical and reproducible, make whole wall connect stake consistent, hole quality is guaranteed;
4, cut soil layer than the plain concrete of cutting along faster, therefore construction speed is fast, and cutlery abrasion are few, and the construction period can shorten greatly, and operation is more simple, reduces energy consumption and cost.
Accompanying drawing explanation
Fig. 1 is the utility model structural representation;
Fig. 2 is the block diagram in Fig. 1;
1, stake holes, 2, stirrup, 3, muscle of putting more energy into, 4, main muscle, 5, sand, 6, stake holes to be drilled, 7, every sand sheet, 8, guided mode steel plate, 81, curved plate, 82, adpting flange, 83, channel-section steel tooth rib.
Detailed description of the invention
A kind of biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, comprise reinforcing cage, guided mode steel plate 8, it is characterized in that, reinforcing cage is made up of main muscle 4, stirrup 2, muscle 3 of putting more energy into, stirrup 2 and muscle 3 of putting more energy into are fixed on evenly distributed main muscle 4, stirrup 2 and the closed chestnut shape of muscle 3 all for being made up of major arc chord of putting more energy into; Guided mode steel plate 8 is made up of curved plate 81, adpting flange 82 and channel-section steel tooth rib 83, and two channel-section steel tooth rib 83 uniform weldings are on the lateral surface of curved plate 81, and the end of curved plate 81 arranges adpting flange 82; Two channel-section steel tooth ribs 83 of guided mode steel plate 8 contact with the string of muscle of putting more energy into the string of reinforcing cage stirrup, and guided mode steel plate 8 and reinforcing cage screw clasp are fixed.
Claims (1)
1. a biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate, comprise reinforcing cage, guided mode steel plate (8), it is characterized in that: reinforcing cage is made up of main muscle (4), stirrup (2), muscle of putting more energy into (3), stirrup (2) and muscle of putting more energy into (3) are fixed on evenly distributed main muscle (4), stirrup (2) and muscle of putting more energy into (3) the closed chestnut shape all for being made up of major arc chord; Guided mode steel plate (8) is made up of curved plate (81), adpting flange (82) and channel-section steel tooth rib (83), and two channel-section steel tooth rib (83) uniform weldings are on the lateral surface of curved plate (81), and the end of curved plate (81) arranges adpting flange (82); Two channel-section steel tooth ribs (83) of guided mode steel plate (8) contact with the string of muscle of putting more energy into the string of reinforcing cage stirrup, and guided mode steel plate (8) and reinforcing cage screw clasp are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520188894.1U CN204510194U (en) | 2015-04-01 | 2015-04-01 | Biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520188894.1U CN204510194U (en) | 2015-04-01 | 2015-04-01 | Biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510194U true CN204510194U (en) | 2015-07-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520188894.1U Expired - Fee Related CN204510194U (en) | 2015-04-01 | 2015-04-01 | Biting connecions connects piling wall construction chestnut shape reinforcing cage and guided mode steel plate |
Country Status (1)
| Country | Link |
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| CN (1) | CN204510194U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887867A (en) * | 2016-06-23 | 2016-08-24 | 邱树贵 | Construction underground continuous piling wall and construction method thereof |
| CN107190763A (en) * | 2017-06-14 | 2017-09-22 | 中铁第四勘察设计院集团有限公司 | By many paxilla Shu Hecheng class large diameter pile and its construction method |
| CN114482070A (en) * | 2022-02-24 | 2022-05-13 | 中国五冶集团有限公司 | Construction tool and construction method for secant pile of deep foundation pit of high-speed rail-bound line |
| TWI825759B (en) * | 2022-06-01 | 2023-12-11 | 萬能學校財團法人萬能科技大學 | Improved watertight continuous foundation pile |
-
2015
- 2015-04-01 CN CN201520188894.1U patent/CN204510194U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105887867A (en) * | 2016-06-23 | 2016-08-24 | 邱树贵 | Construction underground continuous piling wall and construction method thereof |
| CN107190763A (en) * | 2017-06-14 | 2017-09-22 | 中铁第四勘察设计院集团有限公司 | By many paxilla Shu Hecheng class large diameter pile and its construction method |
| CN114482070A (en) * | 2022-02-24 | 2022-05-13 | 中国五冶集团有限公司 | Construction tool and construction method for secant pile of deep foundation pit of high-speed rail-bound line |
| CN114482070B (en) * | 2022-02-24 | 2024-04-09 | 中国五冶集团有限公司 | Construction tool and construction method for temporary high-speed railway line deep foundation pit occluding pile |
| TWI825759B (en) * | 2022-06-01 | 2023-12-11 | 萬能學校財團法人萬能科技大學 | Improved watertight continuous foundation pile |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20150729 Termination date: 20160401 |
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| CF01 | Termination of patent right due to non-payment of annual fee |