A kind of anti-floating anchor construction method

A construction method and anti-floating anchor rod technology, which are applied in basic structure engineering, construction, protection devices, etc., can solve the problems of tight construction period and unfavorable working face for mechanical construction, and achieve the effect of speeding up the construction period and enhancing stability.

Active Publication Date: 2022-04-26
浙江坤德创新岩土工程有限公司
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  • Abstract
  • Description
  • Claims
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Problems solved by technology

[0004] In order to overcome the deficiencies in the prior art, the object of the present invention is to provide a construction method for anti-floating anchor rods, which solves the problems in the prior art that the working face after foundation pit excavation is not conducive to mechanical construction and the construction period is tight

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  • A kind of anti-floating anchor construction method
  • A kind of anti-floating anchor construction method
  • A kind of anti-floating anchor construction method

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Embodiment Construction

[0038] In the following, the present invention will be further described in conjunction with specific implementation methods. It should be noted that, on the premise of not conflicting, the various embodiments or technical features described below can be combined arbitrarily to form new embodiments.

[0039] In the description of the present invention, it should be noted that for orientation words, such as the term "center", "horizontal", "longitudinal", "length", "width", "thickness", "upper", "lower" , "Front", "Back", "Left", "Right", "Vertical", "Horizontal", "Top", "Bottom", "Inner", "Outer", "Clockwise", "Counterclockwise " and other indication orientations and positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, ...

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Abstract

The invention discloses a construction method for an anti-floating anchor. The anchor is constructed before the excavation of the foundation pit, and a reinforcement part is formed in the soil around the upper part of the anchor by high-pressure rotary spraying to ensure the excavation of the foundation pit. , the anchor does not deflect. In addition, the pre-construction of the anti-floating anchor of the present invention can be synchronized with the construction and maintenance of the pile foundation, and no additional construction period is required, which is beneficial to speed up the progress of the construction period; the anti-floating anchor of the present invention can be carried out before excavation of the foundation pit Construction, there is no problem that the soil quality at the bottom of the foundation pit is poor, and the working face after excavation is not conducive to mechanical construction; the present invention adopts the method of high-pressure rotary spraying, and carries out partial cement soil reinforcement below the designed excavation bottom surface, and the anchor rod itself and The stability of the entire foundation pit, especially the soft soil foundation pit, plays a strengthening role.

Description

technical field [0001] The invention relates to the technical field of civil engineering, in particular to an anti-floating anchor construction method. Background technique [0002] As an anti-floating measure, the anti-floating anchor rod has the advantages of strong anti-floating ability, flexible layout, and easy construction. It is often used in anti-floating design to resist the buoyancy brought by groundwater to buildings. [0003] At present, the construction of anti-floating anchors is basically carried out at the bottom of the foundation pit, but in some cases, the soil quality at the bottom of the foundation pit after excavation is poor, and the site conditions are extremely unfavorable to the construction of the anchor, and even cannot be constructed normally. Therefore, it is necessary to carry out additional ground treatment (such as hardening, paving, etc.) on the bottom of the pit before construction, resulting in an increase in construction costs. At the sam...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D31/12
CPCE02D31/12
Inventor 吕美东陈天雄
Owner 浙江坤德创新岩土工程有限公司
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