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Spherical rotating anchorage device and retaining wall anchoring structure

A spherical and anchoring technology, applied in underwater structures, infrastructure engineering, sheet pile walls, etc., can solve the problems of inability to form external anchors, time required for consolidation, damage to existing structures, etc. The effect of low cost and short construction period

Pending Publication Date: 2022-06-07
叶晓明 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The disadvantage of this method is: because the angle of the slope and the anchor rod and the anchor cable has been changing, it is impossible to form a fixed standard external anchor pattern; the connection between the external anchor and the concrete structure that has been constructed requires planting reinforcement or repairing the existing structure. The chiseling will cause certain damage to the existing structure and increase the cost; it will take time for the external anchorage concrete to consolidate, which has a great impact on the construction period, and there is a safety hazard of temporary stability during the construction period
Another method is to use steel members as the outer anchorage. Although this method can reduce the concrete consolidation time of the outer anchorage and shorten the construction period, the above-mentioned other defects still exist

Method used

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  • Spherical rotating anchorage device and retaining wall anchoring structure
  • Spherical rotating anchorage device and retaining wall anchoring structure
  • Spherical rotating anchorage device and retaining wall anchoring structure

Examples

Experimental program
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Effect test

Embodiment 1

[0023] Project brief: There is an upright rock slope project whose stability does not meet the requirements of the specification, and slope support is required. After analysis, the prefabricated bolt support scheme is adopted to form the retaining wall anchoring structure.

[0024] Implementation steps:

[0025] Step 11, first prefabricate the concrete structure 5 (point anchor block) according to the design, pre-embed the hemispherical anchor cup 2 in the concrete structure 5, and set the reserved holes 6 for the concrete members in the concrete structure 5 according to the design, and the concrete structure 5 maintenance spare;

[0026] Step 12, construct the anchor rod 3 according to the design, and carry out the grouting of the anchor hole;

[0027] Step 13, after the anchor hole grouting reaches the design strength, the hemispherical bearing body 1 is loaded into the hemispherical anchor cup 2 on the precast concrete structure 5, and then the precast concrete structure ...

Embodiment 2

[0032] Project brief: There is an upright rock slope project whose stability does not meet the requirements of the specification, and slope support is required. After analysis, the pile + anchor cable support scheme is adopted to form the retaining wall anchoring structure.

[0033] Implementation steps

[0034] Step 21, firstly construct anti-sliding piles according to the design, namely concrete structure 5;

[0035] Step 22, after the concrete structure 5 meets the strength requirements, excavate the soil in front of the pile to the position of the first row of anchor cables 3 according to the design reverse method, implement the anchor cables 3, and carry out grouting of the anchor holes;

[0036] Step 23, chisel the protective layer of the steel reinforcement of the concrete structure 5 at the exit of the anchor hole on the concrete structure 5, put the spherical bearing body 1 into the hemispherical anchor cup 2, adjust the angle of the spherical bearing body 1 accordin...

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Abstract

The invention provides a spherical rotary anchorage device and a retaining wall anchoring structure, the spherical rotary anchorage device comprises an anchor rod, an anchor cup and a spherical bearing body matched with the anchor cup, the spherical bearing body is rotatably matched in a spherical groove of the anchor cup, and the spherical surface of the spherical bearing body is matched with the spherical surface of the spherical groove. The anchor rod penetrates through the spherical bearing body and is anchored on the spherical bearing body through the locking piece; an anchor cup of the retaining wall anchoring structure is fixed in a concrete structure, a horn mouth of the anchor cup is arranged towards the inner side of the concrete structure, a spherical groove of the anchor cup is arranged towards the outer side of the concrete structure, and a plane of a spherical bearing body is arranged towards the outer side of the concrete structure. Various vertical and transverse angle requirements between the anchor rod and a concrete structure can be met, various types of standard anchorage device products are formed, factory batch production is facilitated, the situation of manual operation of a traditional anchor pier is fundamentally ended, and the production efficiency is improved. The method has the advantages of reliable quality, low cost, short construction period, easiness in implementation, simple construction process, suitability for fabricated structures and the like.

Description

technical field [0001] The invention belongs to the technical field of pile-anchor retaining walls and assembled bolt retaining walls, and particularly relates to a spherical rotating anchor and a retaining wall anchoring structure using the anchor. Background technique [0002] Anchorage is the most commonly used support method in slope engineering. In pile-anchor retaining walls and prefabricated bolt retaining walls, it involves the construction of the concrete structure first, and the construction of the bolt and anchor cable. In this case, the connection of the anchor cable / bolt to the concrete structure is a problem that needs to be solved. The traditional scheme mainly adopts the addition of external anchors on the already constructed concrete structure, and then performs effective anchoring on the external anchors. The disadvantage of this method is: due to the constant change of the slope, the angle of the anchor rod and the anchor cable, it is impossible to form a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/74E02D5/76E02D29/02
CPCE02D5/74E02D5/76E02D29/0233E02D2600/30Y02A10/23
Inventor 叶晓明陈柏林
Owner 叶晓明
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