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In-situ protection structure and method for high-voltage power pipe culvert

A high-voltage power and protection structure technology, which is applied in the direction of protection devices, soil protection, underwater structures, etc., can solve the problems of pipelines affecting the construction of enclosure structures, deep foundation pits of pipelines, great safety risks, and enclosure structures that cannot be closed. , to achieve the effect of shortening the relocation period, reducing adverse social impacts, and avoiding high costs

Pending Publication Date: 2019-05-07
JINAN RAILWAY TRANSPORT GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Under some specific environmental conditions, the pipelines protected in situ affect the construction of the enclosure structure of the underground structure, and the excavation risk of deep foundation pits is formed due to the inability of the enclosure structure to be closed
In the case of complex ground environment, many surrounding buildings and close to the foundation pit, the pre-construction foundation pit is located in the water-rich composite stratum, which has formed a greater safety for the in-situ protection of pipelines and the excavation of deep foundation pits. risk

Method used

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  • In-situ protection structure and method for high-voltage power pipe culvert
  • In-situ protection structure and method for high-voltage power pipe culvert
  • In-situ protection structure and method for high-voltage power pipe culvert

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Embodiment 1

[0029] An in-situ protection structure for a high-voltage power pipe culvert 3 disclosed in one or more embodiments includes: a Bailey beam 1 for suspending the power pipe culvert, and the two ends of the Bailey beam 1 are respectively erected on the existing On the crown beam 5 at the top of the ground connection wall 6 that has been constructed, at least one (two) lattice column piles 2 are set at the set position inside the foundation pit as the fulcrum of the Bailey beam 1; Within the set range of the axial direction of the pipe culvert, the stratum is reinforced by rotary grouting piles 9, and the soil at the bottom of the power pipe culvert is reinforced by grouting on both sides of the rotary grouting piles by cross static pressure grouting method8.

[0030] Such as figure 1 with figure 2 As shown, the setting of foundation pit concrete support 4 should avoid the influence range of power pipe trench protection construction. Set 2 four lattice column piles 2 as the te...

Embodiment 2

[0036] In order to avoid the construction risk of excavating the foundation pit under the condition that the ground connection wall at the lower part of the power pipe culvert is difficult to close, on the basis of the first embodiment, the unsealed ground connection wall at the lower part of the pipe culvert is adopted to reverse the construction in sections to ensure local exposure The unclosed connecting wall forms a seal with the constructed connecting wall 6 in time to ensure construction safety.

[0037] The excavation of the foundation pit is carried out in a section of 2m. For every 1m of excavation, 12 pieces of steel mesh + 60mm concrete surface layer of anchor shotcrete are used to protect the excavation surface of the foundation pit. The wing plates of joint I-beams 13 are welded, and the vertical reinforcement mesh sheets 12 are welded and connected to each other according to design requirements. The horizontal reinforcement of the ground connection wall structure...

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Abstract

The invention discloses an in-situ protection structure and method for a high-voltage power pipe culvert. The structure comprises a Bailey beam used for suspending a power pipe culvert, wherein the two ends of the Bailey beam are erected on crown beams at the tops of walls connected to the ground and constructed in a foundation pit, and set portions of the inner portion of the foundation pit are provided with lattice column piles as intermediate supports of the Bailey beam; rotating spray pile strengthening stratums are adopted in a set range in the axial direction of the power pipe culvert atthe outer sides of the walls connected to the ground, and a cross static pressure grouting method is adopted to perform grouting strengthening on the soil body at the bottom of the power pipe culvertat the two sides of rotating spray piles. The in-situ protection structure and method for the high-voltage power pipe culvert have the advantages that the method of erecting the Bailey beam on the foundation pit to suspend the high-voltage power pipe culvert is adopted, in-situ protection is performed on the high-voltage power pipe culvert, and the high expense required for power migrating is avoided; the migrating duration of the high-voltage power pipe culvert is shortened, and the impact on the surrounding environment and many adverse social impacts caused by the in-situ protection structure and method are reduced.

Description

technical field [0001] The invention relates to the technical field of municipal engineering construction such as urban rail transit construction and underground space comprehensive development, and in particular to an in-situ protection structure and method for high-voltage electric pipes and culverts. Background technique [0002] The statements in this section merely provide background information related to the present invention and do not necessarily constitute prior art. [0003] When excavating deep foundation pits in water-rich composite strata, high-voltage power pipelines are usually dealt with by relocation. Relocation of high-voltage power pipelines in a narrow ground space environment will result in long construction periods and high costs, which will have an impact on the surrounding environment. Large, but also often bring many adverse social impacts. [0004] Moreover, the inventors found that in the construction of municipal projects such as deep foundation...

Claims

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Application Information

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IPC IPC(8): E02D31/00E02D3/12E02D17/04E02D5/18E02D29/055H02G9/02
Inventor 周建国徐勇李春王永军孙连勇马亮亮张颢董静
Owner JINAN RAILWAY TRANSPORT GRP CO LTD
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