Glass fiber reinforced polymer rebar prestressed anti-floating anchor stock and construction method thereof

A glass fiber reinforced, anti-floating anchor technology, applied in the direction of building reinforcements, infrastructure engineering, sheet pile wall, etc. effect, poor lateral shear resistance of fiber reinforcement, etc., to shorten the construction period, avoid uneven force, and control the construction cost.

Active Publication Date: 2016-12-07
ANHUI WATER RESOURCES DEV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] However, due to the relatively poor lateral shear resistance of fiber reinforcement, if the existing steel anchor prestressing device is used, the lateral shear force generated by the fixture can easily cause the glass fiber reinforcement anchor to be sheared transversely, resulting in glass The prestress of the fiber-reinforced bolt ca

Method used

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  • Glass fiber reinforced polymer rebar prestressed anti-floating anchor stock and construction method thereof
  • Glass fiber reinforced polymer rebar prestressed anti-floating anchor stock and construction method thereof
  • Glass fiber reinforced polymer rebar prestressed anti-floating anchor stock and construction method thereof

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Embodiment Construction

[0033] see figure 1 and figure 2 , the structural form of the glass fiber reinforcement prestressed anti-floating anchor rod loading device in the present embodiment is:

[0034] Set a section of steel casing 9, the bottom pipe end of the steel casing 9 penetrates the floor cushion 16 and goes deep into the rock base 17, the lower section of the anchor rod 2 is anchored in the rock base 17 with mortar 1, and the upper section of the anchor rod 2 is set on the steel In the casing 9, the filled epoxy resin is used to consolidate between the steel casing 9 and the anchor rod 2, and the anchor rod 2 is a GFRP anchor rod.

[0035] The lower bearing plate 4 is placed on the floor cushion 16, and the lower bearing plate 4 utilizes a through hole to slide on the steel casing 9, and on the steel sleeve 9, a lock nut 5 is set above the lower bearing plate 4, and locked The bearing plate 4 below the nut 5 is the locking end face.

[0036] At the bottom of the bearing plate 4 , locate...

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Abstract

The invention discloses a glass fiber reinforced polymer rebar prestressed anti-floating anchor stock and a construction method thereof. The glass fiber reinforced polymer rebar prestressed anti-floating anchor stock is characterized in that steel sleeves are arranged; the bottom sleeve ends of the steel sleeves penetrate through the a bottom plate cushion layer and penetrate into a rock foundation layer; the lower section of an anchor stock body is anchored in the rock foundation layer; the upper section of each anchor stock body is sleeved with the corresponding steel sleeve and is fixedly combined with the corresponding steel sleeve through filled epoxy resin; the anchor stock bodies are glass fiber reinforced polymer(GRRP) anchor stocks; a lower bearing plate is arranged on the bottom plate cushion layer; the steel sleeves are sleeved with the lower bearing plate through through hole sliding sleeves; lock nut with the lower bearing plate as the locking end face are arranged on the steel sleeves; and a prestress applying mechanism is arranged on the steel sleeves and used for implementing prestress applying on the anchor stock bodies through force transfer of the steel sleeves. Shear failure to the anchor stock during prestress applying can be avoided, and effective connection of the anchor stock and a bottom plate rebar is ensured, and the anchoring and supporting effects on the anti-floating anchor stock are ensured.

Description

technical field [0001] The invention relates to the technical field of underground engineering of civil engineering, in particular to a prestressed loading device and a construction method for glass fiber reinforcement bolts used in underground engineering. Background technique [0002] With the advancement of science and the development of technology, anti-floating anchors are more and more commonly used in basement raft construction. In actual engineering, methods such as drainage method, weight method, anti-floating pile and anti-floating anchor are usually used to achieve the purpose of anti-floating. Compared with other methods, the anti-floating anchor has strong stratum adaptability and can be dispersed. It is widely used due to its advantages such as low stress, easy construction, high bearing capacity in hard rock and soil layers, short construction period, and low cost. [0003] There are two types of anti-floating anchor rods in the prior art: one is steel strand...

Claims

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Application Information

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IPC IPC(8): E04G21/12E02D5/80
CPCE02D5/80E04C5/127E04G21/121
Inventor 程涛赵时运戴良军陈刚秦琳
Owner ANHUI WATER RESOURCES DEV
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