Star-shaped foundation and construction method thereof

A foundation and component technology, applied in the field of star foundation and its construction, can solve the problems of aggravated environmental damage, limited resistance, long time consumption, etc., and achieve the effect of improving physical and mechanical properties and superior performance

Inactive Publication Date: 2017-10-20
HENAN UNIV OF URBAN CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The anti-uplift foundation on the rock and soil foundation is not the same. Whether it is a large-scale excavation foundation, excavation-excavation foundation, or explosion-expanded pile foundation, the construction is relatively difficult, and there are large quantities of engineering and energy consumption. It takes a long time, high cost, and causes great damage to the environment, but the resistance it can provide is limited, and the reinforcement effect is not ideal. In order to meet the requirements of uplift stability, the size of the foundation must be increased, which will inevitably increase the spoil and aggravate the damage to the environment

Method used

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  • Star-shaped foundation and construction method thereof
  • Star-shaped foundation and construction method thereof
  • Star-shaped foundation and construction method thereof

Examples

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Embodiment Construction

[0038] Such as Figure 1~3 Shown, the star foundation, it comprises a star member 6 embedded in the ground 17, several hair anchor rod bodies 4 and backing plate 7 and anchor plate 8 matched with the hair anchor rod body 4.

[0039] The star member 6 is provided with several radially extending outriggers 18, the center of which is provided with an anchor hole I; the outer end of each outrigger 18 is provided with an anchor hole II; the center of the backing plate 7 is provided with an anchor hole Rod hole III; the bottom ends of several hair anchor rod bodies 4 are anchored, and their top ends pass through the anchor rod hole I or the anchor rod hole II of the star-shaped member 6 respectively, and pass through the anchor rod hole III of the backing plate 7 It is connected with the anchor plate 8; the hair anchor body 4 is composed of tensile filaments 11, that is, steel wires or (and) other wires that can undergo large deformation under the action of an explosion. The lower ...

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PUM

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Abstract

The invention relates to a star-shaped foundation, which comprises a star-shaped component embedded in the ground, a plurality of hair anchor rod bodies, and supporting plates and anchor plates matched with the hair anchor rod bodies. The star-shaped member is provided with several radially protruding arms, and the center is provided with an anchor hole I; the outer end of each arm is provided with an anchor hole II; the center of the backing plate is provided with an anchor hole III; The bottom ends of several hair anchor rods are anchored, and the top ends pass through the anchor hole I or the anchor hole II of the star-shaped member respectively, and pass through the anchor hole III of the backing plate to connect with the anchor plate; The beard and hair bolt body is made of tensile filaments, the lower part of the tensile filaments is bundled with detonator-equipped water-resistant explosives, and the tensile-resistant filaments are evenly distributed around the detonator-equipped water-resistant explosives along the circumferential direction. The invention also discloses a construction method of the foundation. The invention has a simple structure, fundamentally changes the foundation form and construction method, significantly saves investment and reduces spoil.

Description

technical field [0001] The invention relates to foundations and foundation forms, in particular to star foundations and construction methods thereof. Background technique [0002] At present, most superstructures are heavy and occupy a large area. The foundation is a compressive foundation, that is, the foundation mainly bears the downward load imposed by the superstructure and must meet the deformation and stability requirements. When the foundation meets the above requirements, It can meet the anti-overturning requirements. Typical foundation types of this type include independent foundations, strip foundations, raft foundations, etc. The uplift-resistant foundations mainly include large-scale excavation foundations, excavation-excavation foundations, and explosive-expanded pile foundations, etc.; The backfill soil constitutes the uplift-resistant soil to maintain the stability of the foundation; the excavated and enlarged bottom foundation category refers to the foundati...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/12E02D5/74E02D27/14E02D27/50
CPCE02D3/12E02D5/74E02D27/14E02D27/50
Inventor 言志信
Owner HENAN UNIV OF URBAN CONSTR
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