Supporting structure for slide-resistant piles and structure piles and construction method

A technology of retaining structure and construction method, which is applied in foundation structure engineering, excavation, construction, etc., can solve the problems of large pile body section, high cost, and long construction period of pile sheet walls, and achieve small pile body section, low cost, and The effect of short construction period

Pending Publication Date: 2020-04-28
贵州星隆迪岩土工程有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Technical problem: The object of the present invention is to provide a support structure and construction method of anti-slide piles and structural piles, aiming at solving the problem of building houses and roads in high excavation slopes in the prior art. The retaining structure such as the anchor cable pile sheet wall is used to support the excavated slope, and then the house is built before the support structure. The two structures are completely separated, which makes it unsuitable to use the anchor cable pile sheet wall to reinforce the section. The pile sheet The section of the pile body of the wall is relatively large, the land occupation is relatively wide, the construction period is long, and the cost is high.

Method used

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  • Supporting structure for slide-resistant piles and structure piles and construction method
  • Supporting structure for slide-resistant piles and structure piles and construction method
  • Supporting structure for slide-resistant piles and structure piles and construction method

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Embodiment 1

[0030] Embodiment one, such as figure 1 , figure 2 As shown, a preferred embodiment is provided for the present invention.

[0031] The supporting structure of the anti-sliding pile and structural pile provided by the present invention is arranged on the outside of the side slope 16 for supporting the side slope 16 and plays a role of supporting the side slope 16 .

[0032] The supporting structure and construction method of anti-sliding piles and structural piles provided in this embodiment include structural piles 1, anti-sliding piles 2, rear piles 10, lower diagonal braces 19, middle diagonal braces 18, upper diagonal braces 17, soil retaining The spatial support structure system composed of slab 7, coupling beam 5, crown beam 8, and top beam 12 is provided with anti-sliding piles 2 or rear piles 3 inside the excavated side slope 16, and soil retaining boards 7 are arranged between the piles to form piles. Slab wall, structural pile 1 at the position corresponding to an...

Embodiment 2

[0033] Embodiment two, such as image 3 As shown, another preferred embodiment is provided for the present invention.

[0034]The supporting structure and construction method of anti-sliding piles and structural piles provided in this embodiment include structural piles 1, anti-sliding piles 2, lower diagonal braces 19, middle diagonal braces 18, soil retaining boards 7, connecting beams 5, and crown beams 8 The space supporting and retaining structure system composed of the anti-slide piles 2 is set on the inner side of the excavated side slope 16, and the soil retaining board 7 is set between the piles to form a structural pile-slab wall. Pile 1, between the anti-slide pile 2 and the structural pile 1, use the connecting beam 5 and the crown beam 8 to connect the anti-slide pile 2 and the structural pile 1 into a whole, so that the horizontal force on the anti-slide pile 2 passes through the lower diagonal brace 19. The middle diagonal brace 18, the connecting beam 5 and th...

Embodiment 3

[0035] Embodiment three, such as image 3 As shown, another preferred embodiment is provided for the present invention.

[0036] The supporting structure and construction method of anti-sliding piles and structural piles provided in this embodiment include structural piles 1, anti-sliding piles 2, lower diagonal braces 19, middle diagonal braces 18, soil retaining boards 7, connecting beams 5, and crown beams 8 The space supporting and retaining structure system composed of the anti-slide piles 2 is arranged inside the excavated side slope 16, and the retaining board 7 is arranged between the piles to form a structural pile-slab wall. Structural pile 1, between the anti-slide pile 2 and the structural pile 1, the anti-slide pile 2 and the structural pile 1 are connected as a whole with the connecting beam 5 and the crown beam 8, so that the horizontal force on the anti-slide pile 2 passes through the lower slope. Bracing 19, mid-layer diagonal bracing 18, connecting beam 5, a...

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Abstract

The invention relates to the technical field of slope supporting and house structures, and discloses a supporting structure for slide-resistant piles and structure piles and a construction method. Thesupporting structure comprises a space supporting structure system composed of the structure piles, the slide-resistant piles, back row piles, lower layer diagonal braces, middle layer diagonal braces, upper layer diagonal braces, breast boards, a coupling beam, a top beam and a roof beam, the slide-resistant piles bear the effect of the slide-resistant piles and achieve the effect of the structure piles, the structure piles bear the effect of the structure piles and meanwhile achieve the effect of the slide-resistant piles, and a strong space supporting force bearing system is formed; and thus, the slide resistance and bending resistance of the whole supporting structure system are greatly improved, in addition, most space of the supporting structure can be developed as an effective usespace of a house, the land utilization rate and the space utilization rate are greatly increased, and the economic benefit is greatly improved.

Description

technical field [0001] The invention relates to the technical field of slope support and house structure, in particular to a support structure and construction method of anti-slide piles and structural piles. Background technique [0002] At present, in the field of geotechnical engineering, when building houses and roads on high excavated slopes, the excavated slopes are usually supported by supporting structures such as pile-slab walls and anchor-cable pile-slab walls, and then Building a house before the retaining structure, the two structures are built completely separately. This structure has certain disadvantages. For example, some areas are not suitable for reinforcement with anchor cable pile-slab walls, and the pile-slab walls occupy an area due to the large cross-section of the pile body. Wider, longer construction period, higher cost, etc., especially for commercial areas where the land is strictly restricted and every inch of land is expensive, this problem is ev...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/20
CPCE02D17/20E02D17/207
Inventor 刘云飞蒋杰吴贞瑶李明李兴龙王财普柯伟曹镇吴鑫吴林奇胡廷娈吴宜福吴震
Owner 贵州星隆迪岩土工程有限公司
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