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Novel soil nail diameter expanding device and diameter expanding method

A new type of soil nailing technology, used in earthwork drilling, drilling equipment and methods, excavation, etc., can solve the waste, can not provide tensile bearing capacity of free section and anchor section diameter, increase the resistance of soil nail anchorage section. Tensile bearing capacity and other issues, to achieve the effect of reducing the project cost

Inactive Publication Date: 2014-12-03
ZHEJIANG UNIV OF WATER RESOURCES & ELECTRIC POWER
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The soil nails currently used in the project cannot provide tensile bearing capacity. The cross-sectional diameter of the free section and the anchor section is the same, and the waste is obvious. Increasing the tensile bearing capacity of the anchor section of the soil nail is an ideal way to reduce the project cost.

Method used

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  • Novel soil nail diameter expanding device and diameter expanding method
  • Novel soil nail diameter expanding device and diameter expanding method
  • Novel soil nail diameter expanding device and diameter expanding method

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Embodiment Construction

[0023] The present invention will be further described below in conjunction with accompanying drawing.

[0024] Such as Figure 1-6 As shown, the novel soil nail diameter expanding device of the present invention includes a mandrel knob 1, a mandrel 2, a mandrel knob advance and retreat control device 10, a drill rod 3 and a cylindrical gear 4, and the mandrel knob 1 and the cylindrical gear 4 pass through the mandrel 2 connection, the cylindrical gear 4 is inside the drill pipe 3, the first diameter expansion wing 6-1 and the second diameter expansion wing 6-2 are respectively connected to the drill pipe 3 by the connecting piece 5, the first diameter expansion wing 6-1 and the second diameter expansion wing 6-2 The second expanding wing 6-2 is provided with a rack 9, and the rack 9 meshes with the cylindrical gear 4. The first expanding wing 6-1 is provided with a dovetail groove 7. Correspondingly, the second expanding wing 6-2 A dovetail tenon 8 is provided on the top, an...

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Abstract

The invention provides a novel soil nail diameter expanding device which comprises a core shaft knob, a core shaft, a core shaft knob advance and retreat control device, a drill rod and a cylindrical gear, wherein the core shaft knob and the cylindrical gear are connected through the core shaft; the cylindrical gear is positioned inside the drill rod; the novel soil nail diameter expanding device further comprises a first diameter expanding wing and a second diameter expanding wing; the first diameter expanding wing and the second diameter expanding wing are respectively connected onto the drill rod through connecting parts; a gear rack is respectively arranged on each of the first diameter expanding wing and the second diameter expanding wing; the gear racks are meshed with the cylindrical gear. The invention further provides a soil nail diameter expanding method. According to the novel soil nail diameter expanding device and diameter expanding method, the diameter of a soil nail hole at a soil nail anchorage section can be very conveniently enlarged to the size meeting the design requirement, so that the design purposes of economy, safety and reasonableness of a supporting structure can be achieved, and the construction cost is reduced.

Description

technical field [0001] The invention belongs to the field of building construction, in particular to a novel soil nail diameter expanding device and a diameter expanding method. Background technique [0002] Soil nailing is a foundation pit support technology. The function principle of the soil nail wall is to reinforce the slope of the foundation pit with soil nails made of steel bars and cement mortar. The length of the soil nail includes two parts: the free section and the anchor section. The free section refers to the part inside the linear sliding surface, and the anchor section refers to the part outside the linear sliding surface. Because the free section of the soil nail cannot provide tensile bearing capacity, it provides tensile bearing capacity. It is only the soil nail anchorage section. The soil nails currently used in the project have the same cross-sectional diameter as the free section and the anchor section, which cannot provide tensile bearing capacity, a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D17/04E02D5/48E21B7/28
Inventor 秦鹏秦植海张喆瑜陈中文
Owner ZHEJIANG UNIV OF WATER RESOURCES & ELECTRIC POWER
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