Method and supporting construction for enlarging basement top-down method earth excavation space

A technology for earthwork excavation and support structures, which is applied to underwater structures, infrastructure engineering, water conservancy projects, etc., can solve problems such as slow construction progress, and achieve the effects of speeding up excavation progress and significant economic and social benefits

Active Publication Date: 2009-08-05
广州珠江建设发展有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In this way, the earthwork excavation headroom height of the bottom floor of the basement cannot meet the excavation construction by large

Method used

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  • Method and supporting construction for enlarging basement top-down method earth excavation space
  • Method and supporting construction for enlarging basement top-down method earth excavation space

Examples

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Embodiment Construction

[0020] Such as figure 1 and figure 2 As shown, the present embodiment is applied to a three-story basement constructed by the upside-down method. Before implementing the present invention, the reverse method construction order of building basement is:

[0021] 1. First construct the underground diaphragm wall 1 along the surrounding of the basement of the building, and at the same time arrange the artificial excavation pile 5 and the middle supporting steel pipe column 3 inside the building at the center of the basement column of the building and the intersection of the vertical and horizontal frame beams and shear walls. ;

[0022] 2. Excavate earthwork 12 to -2.700m elevation 8, and construct ±0.000-story floor structure 6;

[0023] 3. Excavate the earthwork 13 to position 9 2.40m below the floor of the negative floor, and construct the floor structure 7 of the negative floor.

[0024] Since the existing top-down construction method uses the constructed floor structure ...

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PUM

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Abstract

The invention discloses a method for digging earth to form space in an inverse method for enlarging a basement. The method is applied to a basement foundation ditch of a support system which forms the peripheric space enclosing structure of the basement, supporting steel pipe columns in the middle, the floor slab structure of +/- 0.000 floor and the floor slab structure of the first floor underground by construction. A floor slab crossing the floor along the periphery of the basement on the second floor underground is first constructed, then a steel pipe is used for upwards and obliquely supporting the steel pipe column which is topped to the inward floor of the first floor underground from the steel pipe column at the side of the floor slab crossing the floor, a mutual opposite vertex bracing structure which can transmit side pressure transmitted from the peripheric space enclosing structure of the floor slab of the first floor underground first by the floor slab which is constructed on the second floor underground and then by the steel pipe which is obliquely supported is formed, thereby space in which earth for two floors can be fully dug is formed. The invention also discloses a supporting structure. By the actual operation of the method, under the circumstance that the floor slab structure of the second floor underground does not need to be fully constructed, enough upper lever rigidity can be ensured to enable the earth of the second floor underground and the third floor ground of the basement to be dug once by a large type pullshovel excavator, thereby the degree of advancement for digging the earth of the basement is greatly enhanced, and obvious economic benefit and social benefit are obtained.

Description

technical field [0001] The invention relates to the technical field of building construction, in particular to a method and a supporting structure for enlarging the earthwork excavation space of a basement by reverse method. Background technique [0002] The upside-down method is a new deep foundation pit construction technology developed in the past ten years. Its principle is: first construct an underground diaphragm wall or make enclosure structures such as densely packed enclosure piles along the outer walls around the basement of the building, and at the same time construct the enclosure structure in the basement of the building The center of the column and the intersection of the vertical and horizontal frame beams and the shear wall are poured or laid down in the middle support piles and columns, as the support for bearing the self-weight and construction load of the upper structure during the construction period before the bottom plate is sealed; then the beam-slab bu...

Claims

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Application Information

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IPC IPC(8): E02D29/055
Inventor 姚志雄李鹏生李建友邝舜杰刘惠锋
Owner 广州珠江建设发展有限公司
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