Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof

A prefabricated assembly and comprehensive pipe gallery technology, which is applied in the direction of manufacturing tools, underwater structures, water conservancy projects, etc., can solve the problems of hidden dangers in the safety and durability of the comprehensive pipe gallery structure, and poor integrity, so as to shorten the on-site construction period, The effect of reducing the cost

Inactive Publication Date: 2015-11-11
HUNAN DONGFANGHONG CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The current prefabricated comprehensive pipe gallery has the defect of poor integrity, which makes the structural safety and durability of the comprehensive pipe gallery in the practical process hidden dangers

Method used

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  • Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof
  • Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof
  • Prefabricated type reinforced concrete underground comprehensive pipe gallery and production mold thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] Embodiment one, such as figure 1 As shown, this embodiment discloses a single-channel prefabricated reinforced concrete underground comprehensive pipe gallery, which is formed by sequentially arranging several integral unit sections. The skeleton plate of the integral unit section includes two channel steel prefabricated reinforced concrete panels 1 and two prefabricated reinforced concrete panels 2, the two channel steel prefabricated reinforced concrete panels 1 are symmetrically arranged left and right, and the prefabricated reinforced concrete panels 2 are spliced ​​in the two grooves between steel prefabricated reinforced concrete panels 1 . An integral unit section is formed by post-cast reinforced concrete composite layer 3 on the top surface and post-cast reinforced concrete laminated layer 4 on the bottom surface.

[0028] Such as Figure 5 As shown, the channel-type prefabricated reinforced concrete panel 1 is a channel-type prefabricated integral part surro...

Embodiment 2

[0031] Embodiment two, such as figure 2 As shown, this embodiment discloses a prefabricated assembled reinforced concrete underground comprehensive pipe gallery with left and right double channels. Concrete slab 2 and a prefabricated reinforced concrete slab 5 of I-shaped steel. The two-channel steel-shaped prefabricated reinforced concrete slab 1 is arranged symmetrically on both sides, the I-shaped steel-shaped prefabricated reinforced concrete slab 5 is arranged in the middle, and the prefabricated reinforced concrete slab 2 is spliced ​​on the upper wing of the I-shaped steel-shaped prefabricated reinforced concrete slab 5 between. An integral unit section with two left and right passages is formed by the post-cast reinforced concrete laminated layer 3 on the top surface and the post-cast reinforced concrete laminated layer 4 on the bottom surface. The structure of the channel steel type prefabricated reinforced concrete panel 1 and the prefabricated reinforced concrete...

Embodiment 3

[0034] Embodiment three, such as image 3 As shown, this embodiment discloses an assembled integrated reinforced concrete underground comprehensive pipe gallery with upper and lower double channels. The integral unit section skeleton of this embodiment is added with two L-shaped prefabricated reinforced concrete panels on the basis of the first embodiment. 6 and a prefabricated reinforced concrete slab 2 surround the upper passage.

[0035] Such as Figure 7 As shown, the structure of the L-shaped prefabricated reinforced concrete slab 6 is a structure obtained by removing the bottom plate of the channel-shaped prefabricated reinforced concrete slab 1 .

[0036] During construction, first complete the construction of the lower channel according to the construction process of Embodiment 1, and then complete the construction of the upper channel with reference to the construction process of Embodiment 1

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PUM

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Abstract

The invention mainly discloses a prefabricated type reinforced concrete underground comprehensive pipe gallery. The prefabricated type reinforced concrete underground comprehensive pipe gallery is formed by sequentially arranging a plurality of integral type unit joints. The integral type unit joints comprise trough type prefabricated reinforced concrete plates and/or I-shaped, L-shaped and T-shaped prefabricated reinforced concrete plates and prefabricated reinforced concrete flat plates. All the plates are solid prefabricated plates, and upward-stretching connecting reinforcements are arranged on the top faces of the plates. The two trough type prefabricated reinforced concrete plates of each integral type unit joint are symmetrically spliced, or the trough type prefabricated reinforced concrete plates are combined with other prefabricated reinforced concrete plates or combined in a matched manner to form an integral type unit joint framework with a single channel or a left-and-right channel or an upper-and-lower channel or four upper-and-lower channels. Reinforced concrete overlapping layers are poured on the top face and the bottom face of the framework respectively to form the corresponding integral type unit joints. All the plates are prefabricated, then transported to the site and spliced according to process requirements, then reinforced concrete overlapping layers are poured, and therefore the integral type unit joints are manufactured and mounted. The manufacturing cost can be greatly lowered through workshop batch prefabrication, and the site construction period is greatly shortened through the treatment process of pouring the integral overlapping layers after site framework assembling and cooperation.

Description

technical field [0001] The invention relates to a reinforced concrete underground comprehensive pipe gallery, in particular to a prefabricated assembled reinforced concrete underground comprehensive pipe gallery and a production mold thereof. Background technique [0002] With the development of urban construction, the construction of underground comprehensive pipe gallery is about to enter the climax of large-scale construction. At present, the design of the underground comprehensive pipe gallery generally adopts the reinforced concrete cast-in-place structure, and only a small part of the small diameter adopts the structural form of prefabrication and then assembly. The connection between each section forms a rigid whole through the pre-embedded steel structural parts and the concrete cast-in-place belts at the corresponding steel structural parts. The advantages of the cast-in-place reinforced concrete integrated pipe gallery structure are structural safety, good waterpr...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/045B28B7/00
Inventor 龚友平龚有才龚文彦郑智洪欧长红伍丹
Owner HUNAN DONGFANGHONG CONSTR GRP
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