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Support and pipe rack structure integrated system and construction method

A construction method and technology of pipe gallery, which can be applied in infrastructure engineering, underwater structures, excavation, etc., can solve problems such as material waste, and achieve the effect of reducing construction space, reducing the amount of excavation and backfilling, and simplifying the process.

Pending Publication Date: 2018-12-18
SHANDONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

This patented technology describes an integrated supporting and pipe receptacle (SR) design used during underground projects. It allows for more efficient use of resources by converting existing facilities from one type to another without requiring excessive demolition or replacement works. Additionally, this new design simplifies the process while maintains its strength over time. Overall, these technical improvements improve efficiency and reduce environmental impact compared to previous methods.

Problems solved by technology

This patented technical problem addressed in this patents relates to improving the efficiency of constructing underground pipeline or pipe correetings while minimizing costs associated with excavations and back fillings. Current methods require significant amounts of time for workers's labor hours but they are limited because there may also result in wasted material due to lacked structural strength supporting older temporary forms that have no ability to handle higher loads such as hydraulic loading.

Method used

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  • Support and pipe rack structure integrated system and construction method
  • Support and pipe rack structure integrated system and construction method
  • Support and pipe rack structure integrated system and construction method

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Embodiment Construction

[0033] It should be pointed out that the following detailed description is exemplary and intended to provide further explanation to the present application. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.

[0034] It should be noted that the terminology used here is only for describing specific implementations, and is not intended to limit the exemplary implementations according to the present application. As used herein, unless the context clearly dictates otherwise, the singular is intended to include the plural, and it should also be understood that when the terms "comprising" and / or "comprising" are used in this specification, they mean There are features, steps, operations, means, components and / or combinations thereof.

[0035] As introduced in the background technology, there is a large operating space between the enclosure pile a...

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Abstract

The invention discloses a support and pipe rack structure integrated system and a construction method, and the problems that in the prior art, an operating space between a fender pile and a basement exterior wall is large, the excavation and backfilling workload is large, and the stiffness of the fender pile cannot be fully utilized are solved. The effects of reducing the excavation and backfilling workload, fulling utilizing the lateral and vertical stiffness of an enclosing structure, reducing working procedures, shortening the construction period and reducing the cost can be achieved. According to the technical scheme, the support and pipe rack structure integrated system comprises the fender pile, and the fender pile also serves as a permanent external wall structure of a pipe rack tobe used for bearing the water-soil pressure and overlying filled load of the using stage; the top of the fender pile is provided with a top pressing beam, one side of the top pressing beam is providedwith a girder used for supporting, a top plate is connected to the tops of the top pressing beam and the girder in an overlapped manner, and the top plate and the external wall structure are used forforming a whole through a casting bracket beam; and a pilaster is connected to the bottom of the bracket beam, a bottom plate is connected to the lower end of the pilaster, and the surface of the topplate, the surface of the bottom plate, the surface of the bracket beam and the surface of the pilaster are each provided with a waterproof layer and a protecting layer from inside to outside.

Description

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Claims

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Application Information

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Owner SHANDONG UNIV
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