CN203729347U - Uplift resisting structure of basement floor - Google Patents

Uplift resisting structure of basement floor Download PDF

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Publication number
CN203729347U
CN203729347U CN201420115276.XU CN201420115276U CN203729347U CN 203729347 U CN203729347 U CN 203729347U CN 201420115276 U CN201420115276 U CN 201420115276U CN 203729347 U CN203729347 U CN 203729347U
Authority
CN
China
Prior art keywords
basement
ground
uplift
resisting
cement mixing
Prior art date
Application number
CN201420115276.XU
Other languages
Chinese (zh)
Inventor
陈建新
杨恩建
王惠祥
陈志才
朱剑贤
Original Assignee
浙江新邦建设有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 浙江新邦建设有限公司 filed Critical 浙江新邦建设有限公司
Priority to CN201420115276.XU priority Critical patent/CN203729347U/en
Application granted granted Critical
Publication of CN203729347U publication Critical patent/CN203729347U/en

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Abstract

The utility model discloses an uplift resisting structure of a basement floor. The uplift resisting structure comprises a basement floor, wherein the basement floor is provided with a separation wall and a carrying platform, and cement stirring piles are distributed on the blank zone outside the separation wall and the carrying platform.

Description

The anti-ridge structure on basement ground
Technical field
The utility model relates to the anti-ridge structure on a kind of basement ground.
Background technology
Basement gos deep in the soil body, and its underground soil body, because the extruding meeting that is subject to the both sides soil body is to central uplift, can cause basement ground facial cleft after protuberance.
Summary of the invention
In view of the deficiency of background technology, technical problem to be solved in the utility model is to provide a kind of anti-ridge structure of the basement ground that can resist basement earth heaving.
For this reason, the anti-ridge structure on the basement ground that the utility model provides, comprises basement ground, and basement ground distributor is furnished with partition wall and cushion cap, and the blank area outside described partition wall and cushion cap is distributed with cement mixing pile.
In the utility model, the blank area of basement except partition wall and cushion cap is distributed with cement mixing pile, this cement mixing pile has the effect of anti-protuberance, can avoid ground to ftracture because of protuberance, especially before excavation basement, can first punch, then at construction cement mixing pile, the height of cement mixing pile is by calculating just in default basement ground level, the protuberance on basement ground when can avoiding excavating basement like this, can strengthen anti-protuberance effect.
Brief description of the drawings
The distribution schematic diagram of the cement mixing pile using in the anti-ridge structure on the basement ground that Fig. 1 provides for the utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Detailed description of the invention
As shown in Figure 1 and Figure 2, the anti-ridge structure on the basement ground that the utility model provides, comprises basement ground, and basement ground distributor is furnished with partition wall 1 and cushion cap 2, and the blank area outside described partition wall 1 and cushion cap 2 is distributed with cement mixing pile 3.
In the above-described embodiments, cement mixing pile 3 distributes by the relatively sparse mode of the densely distributed edge distribution of the central part in blank area, central part is stressed larger, and edge is stressed less, the structure that therefore this difference distributes can play best anti-protuberance effect on the basis of reducing as far as possible cement mixing pile 3.

Claims (2)

1. the anti-ridge structure on basement ground, comprises basement ground, and basement ground distributor is furnished with partition wall and cushion cap, it is characterized in that: the blank area outside described partition wall and cushion cap is distributed with cement mixing pile.
2. the anti-ridge structure on basement according to claim 1 ground, is characterized in that: described cement mixing pile distributes by position, the densely distributed edge of the central part in the blank area relatively sparse mode of distribution.
CN201420115276.XU 2014-03-14 2014-03-14 Uplift resisting structure of basement floor CN203729347U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420115276.XU CN203729347U (en) 2014-03-14 2014-03-14 Uplift resisting structure of basement floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420115276.XU CN203729347U (en) 2014-03-14 2014-03-14 Uplift resisting structure of basement floor

Publications (1)

Publication Number Publication Date
CN203729347U true CN203729347U (en) 2014-07-23

Family

ID=51199432

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420115276.XU CN203729347U (en) 2014-03-14 2014-03-14 Uplift resisting structure of basement floor

Country Status (1)

Country Link
CN (1) CN203729347U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532823A (en) * 2014-12-26 2015-04-22 上海建工五建集团有限公司 Tower crane foundation without pile foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104532823A (en) * 2014-12-26 2015-04-22 上海建工五建集团有限公司 Tower crane foundation without pile foundation

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Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20140723

Termination date: 20160314

CF01 Termination of patent right due to non-payment of annual fee