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Anti-pulling and anti-skid foundation and construction method thereof

A foundation and foundation slab technology, which is applied in foundation structure engineering, earthwork drilling, surveying, etc., can solve the problems of difficult construction, long time and high cost, and achieve the effect of superior performance.

Pending Publication Date: 2017-10-24
HENAN UNIV OF URBAN CONSTR
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In fact, the above-mentioned pullout foundations all have good pullout resistance and horizontal slip resistance performance, but these foundation types have problems such as difficult construction, large amount of engineering, long time-consuming, high cost, and cause great damage to the environment

Method used

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  • Anti-pulling and anti-skid foundation and construction method thereof
  • Anti-pulling and anti-skid foundation and construction method thereof
  • Anti-pulling and anti-skid foundation and construction method thereof

Examples

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Embodiment Construction

[0039] Such as Figure 1~3 As shown, the anti-pull and anti-skid foundation includes a square base plate 6 embedded in the foundation and the upper surface is higher than the ground 17, a set of hair anchor rod body 4, several full-length bonded anchor rods 18 and respectively connected with the hair and hair bolts. Anchor rod body 4 is matched with pad 7 and anchor plate 8 of full-length bonded anchor rod 18.

[0040] The center of the foundation plate 6 is provided with an anchor hole I, and each corner is provided with an anchor hole II; each spacer 7 is provided with an anchor hole III in the center; the bottom end of the hair anchor body 4 is anchored , the top of which passes through anchor hole I, and connects with anchor plate 8 through anchor hole III; hair anchor body 4 is composed of tensile filament 11, that is, it is made of Steel wire or (and) other wires. The lower part of the tensile filament 11 is bundled with the water-resistant explosive 12 equipped with t...

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Abstract

The invention relates to an anti-pulling and anti-skid foundation. The anti-pulling and anti-skid foundation comprises a square foundation plate, a set of beard and hair anchor rod bodies, a plurality of total-length bonding anchor rods, cushion blocks and anchor plates, wherein the square foundation plate is embedded in a base, the upper surface of the square foundation plate is higher than the ground, and the cushion blocks and the anchor plates are matched with the beard and hair anchor rod bodies and the total-length bonding anchor rods. First anchor rod holes are formed in the center of the foundation plate, and each of corners of the foundation plate is provided with a second anchor rod hole. The center of each cushion block is provided with a third anchor rod hole. The bottom ends of the beard and hair anchor rod bodies are anchored, and the top ends of the beard and hair anchor rod bodies penetrate the first anchor rod holes and penetrate the third anchor rod holes to be connected with the anchor plates together. The beard and hair anchor rod bodies are made of pulling resisting fine wires, waterproof explosive with a detonator is bundled to the lower portions of the pulling resisting fine wires, and the pulling resisting fine wires are evenly distributed around the waterproof explosive with the detonator in the perimeter direction. The top ends of the total-length bonding anchor rods penetrate the second anchor rod holes and penetrate the third anchor rod holes to be connected with the anchor plates together. The invention further discloses a construction method of the foundation. The anti-pulling and anti-skid foundation is simple in structure, and investment is saved.

Description

technical field [0001] The invention relates to a foundation and a foundation form, in particular to an anti-pull and anti-skid foundation and a construction method 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 categor...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/10E02D27/32E02D5/80E21B47/08
CPCE21B47/08E02D5/80E02D5/806E02D5/808E02D27/10E02D27/32E02D2250/003
Inventor 言志信
Owner HENAN UNIV OF URBAN CONSTR
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