Pile foundation building slant rectification pile-cutting replacement limiting structure and construction method thereof

A limit structure and construction method technology, applied in the direction of infrastructure engineering, construction, etc., can solve problems such as difficult control of settlement speed, building sinking, insufficient bearing capacity of pile foundation, etc., to avoid waste of original pile resources and improve construction technology Convenience and the effect of improving the carrying capacity

Pending Publication Date: 2019-02-19
LANZHOU UNIVERSITY OF TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although pile-cut underpinning technology has achieved many successes in rectifying pile-based buildings, there are still some problems: (1) It is difficult to control the settlement of pile-cut piles, especially when the required settlement is relatively large If the settlement is too small, the purpose of rectification cannot be achieved, and if the settlement is too large, the rectification will be excessive, so that the building will lean in the opposite direction, resulting in a new problem of rectification; (2) It is difficult to control the settlement speed during the pile cutting process, Especially when the required settlement is relatively large, it is easy to cause a sudden sinking of the building and cause a safety accident
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Method used

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  • Pile foundation building slant rectification pile-cutting replacement limiting structure and construction method thereof
  • Pile foundation building slant rectification pile-cutting replacement limiting structure and construction method thereof
  • Pile foundation building slant rectification pile-cutting replacement limiting structure and construction method thereof

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Embodiment 1

[0037] refer to Figure 1~Figure 8 , the embodiment of the present invention provides an underpinning limit structure for rectifying and intercepting piles of pile foundation buildings, which specifically includes an original pile 1 to be cut off, and a jack 5 arranged around the original pile 1 to withstand the upper foundation raft 7 , the jack cap used to place the jack 5, the new pile 3 and the new pile cap 4 set on the new pile 3, and after the upper load is successfully transferred to the new pile cap 4, the original pile 1 is cut off A reinforced connection structure that continues to exert its load-bearing capacity.

[0038] The new pile 3 is drilled into the preset new pile hole 8 on the foundation raft 7; the new pile cap 4 is arranged under the foundation raft 7, and the vertical distance between it and the foundation raft 7 is determined by the original pile 1 The required rectification amount is determined, and the vertical distance from the jack cap can ensure t...

Embodiment 2

[0043] Based on the limiting structure disclosed in the first embodiment above, in the second embodiment of the present invention, further aiming at the two original pile cutting methods, two corresponding reinforcements can be provided respectively to enable the original pile to continue to exert its bearing capacity after being cut off. connection structure.

[0044] One is the pile top truncation method, refer to figure 1 with figure 2 , using pile cutting equipment to cut off the top of the original pile 1 to a distance higher than the jack cap and lower than the new pile cap 4. In the state where the upper load is successfully transferred to the new pile cap 4, the corresponding reinforcement connection structure includes a cofferdam 10 arranged between the jack cap and the foundation raft 7 to form a closed space between the two. The grouting hole 9 on the raft 7 and the concrete filling body 11 filled in the closed space and the grouting hole 9 . In this way, the or...

Embodiment 3

[0049] Based on the position-limiting structures disclosed in the above-mentioned embodiments, in Embodiment 3 of the present invention, the following two implementation methods are provided for the specific structure of the above-mentioned jack platform.

[0050] One is that the jack cap is added to the original pile cap 2, refer to figure 1 with figure 2 , the jack cap is a newly added cap 2 for the original pile directly arranged on the original pile 1, which specifically includes the first steel sleeve 21 surrounding the outer wall of the original pile 1, which is vertically arranged on the first steel sleeve 21, uniformly A plurality of distributed first connecting support plates 22 and a first annular platform plate 23 arranged on the top of the first connecting supporting plates 22 and connected with the first steel sleeve 21 .

[0051] Among them, refer to Figure 5 with Image 6 , the first steel sleeve 21 is composed of a plurality of arc-shaped steel plates, whi...

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Abstract

The invention relates to a pile foundation building slant rectification pile-cutting replacement limiting structure and a construction method thereof. The limiting structure comprises an original pileto be cut off (1), jacks (5), a jack bearing platform, new piles (3), new pile bearing platforms (4) arranged on the new piles (3) and a reinforcement joint structure which enables the original pile(1) to continue to exert the bearing capacity after cutting. The new piles (3) are arranged in a foundation raft (7) in a penetrating mode. The vertical distance between the new pile bearing platforms(4) and the foundation raft (7) is determined by the required amount of slant rectification of the original pile, and the vertical distance between the new pile bearing platforms (4) and the jack bearing platform can ensure that the jacks are easily taken out after force unloading. The pile foundation building slant rectification pile-cutting replacement limiting structure not only can strictly control the settlement difference of a building, but also can effectively control the settlement speed, and can further maximize the bearing capacity of the original pile after cutting; and the jacks can be taken out and reused after the load is transmitted to the new pile bearing platforms, and the characteristics such as reasonable force, safety and reliability, low cost and easy construction areachieved.

Description

technical field [0001] The invention relates to the technical field of rectifying and reinforcing existing building foundations, in particular to a rectifying and intercepting pile underpinning and limiting structure for pile foundation buildings and a construction method thereof. Background technique [0002] As a common form of foundation, pile foundation is widely used in practical engineering. However, unlike the traditional view that uneven settlement and inclination rarely occur in pile foundation buildings, it is often affected by design, construction, There are many influences such as use and so on. For example: (1) During the design process, due to the unreasonable design and layout of the pile foundation or the design of the superstructure's main structure that emphasizes asymmetrical aesthetic art, the load exerted by the superstructure on the foundation will be uneven; (2) During the construction process, there is a lack of Due to reasons such as supervision and...

Claims

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Application Information

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IPC IPC(8): E02D35/00E02D27/34
CPCE02D35/005E02D27/34
Inventor 朱彦鹏杨奎斌杨校辉王露李亚胜魏真红严紫豪
Owner LANZHOU UNIVERSITY OF TECHNOLOGY
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