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Construction method for foundation pit pile-anchor support system adjacent to existing underground structures

A construction method and underground structure technology, which can be applied in basic structure engineering, excavation, construction, etc., can solve the problems of unable to construct anchor cables in foundation pits, excessive deformation of foundation pits, and limited soil width, so as to increase the overturn resistance The effect of safety factor, short construction period, and reduced embedding depth

Active Publication Date: 2018-11-30
DALIAN JIAOTONG UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] In order to solve the above-mentioned traditional pile (wall) anchor support, the width of the soil after the pit is limited, the angle of the anchor cable is large, the support effect is not good, and some foundation pits cannot be constructed with anchor cables at all, resulting in excessive deformation of the foundation pit or construction. difficult or impossible to anchor, etc., the present invention seeks to find a method that can not only overcome the limitation of external space, but also have better support effect, and the consumption of engineering materials is relatively small, the construction cost is relatively low, and the construction period is relatively short. A foundation pit pile-anchor support system and its construction method for adjacent existing underground structures with relatively high technical and economical efficiency

Method used

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  • Construction method for foundation pit pile-anchor support system adjacent to existing underground structures
  • Construction method for foundation pit pile-anchor support system adjacent to existing underground structures
  • Construction method for foundation pit pile-anchor support system adjacent to existing underground structures

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example

[0077] For deep foundation pit projects with relatively poor geological conditions, pile-anchor support systems are usually used. In this case, the foundation pit is 11m deep, and steel pipe piles are used with a total length of 15m, a pile diameter of 0.219m, and a pile spacing of 0.8m. The foundation pit is close to residents. building, and has a two-story basement structure, the upper layer of the underground soil is dominated by miscellaneous fill, and the lower layer is weathered quartzite, such as figure 1 shown.

[0078] Level and clear the site, measure, position and set out; mark the position of the pile core, and mark the size and position of the pile diameter with a lime sprinkling ring; mark the piling sequence and driving route of the pile driver, and pave gravel on the driving part of the pile driver.

[0079] Fully do the pre-construction preparatory work, the first row of steel pipe piles 1, and then the rear row of steel pipe piles 2, the front and rear rows ...

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Abstract

The invention discloses a foundation pile-anchor supporting system for a close existing underground structure and a construction method of the system. The supporting system comprises front-row steel pipe piles, rear-row steel pipe piles, rear-row vertical prestressed anchors, a front-row pile top beam, a rear-row pile top beam, transverse connecting reinforcements, front-row anchorages, rear-row anchorages, cushion blocks, tapered iron pieces, front-row prestressed anchors and wales. Through the vertical prestressed anchors arranged in the rear-row steel pipe piles, occupancy in underground space can be reduced greatly, and limited ground surface and space within building lines are fully utilized. The vertical prestressed anchors are anchored to the good ground, usage of the rear-row steel pipe piles can be reduced greatly, good anchorage force is provided, the front-row prestressed anchors are used for anchoring and stabilizing the rock stratum, and overturning resistance of the overall structure is improved. By the aid of the rear-row vertical prestressed anchors and the prestressed anchors arranged in the front-row steel pipe piles, factor of safety against overturning of the supporting system is enhanced effectively, construction cost is lowered, and construction period is shortened.

Description

technical field [0001] The invention belongs to the technical field of civil engineering foundation pit support, and in particular relates to a foundation pit pile-anchor support system for adjacent existing underground structures and a construction method thereof. Background technique [0002] In recent years, with the acceleration of urban construction, land resources have become increasingly scarce, and the available space on the ground and underground has become less and less. Many proposed buildings are forced to be built next to and very close to existing buildings. , so while making full use of the land, it also causes the following problems: [0003] 1. Since the foundation pit of the newly started building is adjacent to the existing building, it is difficult to choose the slope support method for the foundation pit of the new building. Neither slope excavation nor soil nail wall support nor pile anchor support can be used. . [0004] 2. If the traditional pile (w...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/04
CPCE02D17/04
Inventor 王海涛闫帅何永金慧涂兵雄贾金青吴锋张景元
Owner DALIAN JIAOTONG UNIVERSITY
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