Large-span concrete beam retard-bonded prestressed construction method

A technology for bonding prestressing and construction methods, which is applied in construction, building structure, and processing of building materials. Effect

Inactive Publication Date: 2021-04-13
ANYI BUILDING GROUP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a kind of long-span concrete beam slow bonding prestressed construction method, to solve the existing large-span prestressed construction proposed in the above-mentioned background technology, most of them are directly purchased to obtain the required prestressed tendons, resulting in large The problem that the cost of span prestressed construction is greatly increased

Method used

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  • Large-span concrete beam retard-bonded prestressed construction method
  • Large-span concrete beam retard-bonded prestressed construction method
  • Large-span concrete beam retard-bonded prestressed construction method

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Embodiment Construction

[0048]Next, the technical solutions in the embodiments of the present invention will be described in connext of the embodiments of the present invention, which is apparent from the embodiments of the present invention, and is apparent from the embodiments of the present invention, not all of the embodiments of the invention.

[0049]SeeFigure 1-5One embodiment of the present invention: a large span concrete beam is bonded to a prestressed construction method, including the following steps:

[0050]Step 1: Buried the prestressed steel strand;

[0051]Step 2: Check the component;

[0052]Step 3: Prestressed tendon production;

[0053]Step 4: Wear prestressed tendons;

[0054]Step 5: Anchor inspection;

[0055]Step 6: Install an anchor and tensile equipment preview;

[0056]Step 7: Zhang La;

[0057]Step 8: Confair grout;

[0058]Step 9: Anchor head is blocked.

[0059]Further, step 4 is penetrating the prestressed ribs, including:

[0060]Step 4-1: Before wearing tendons, check the specifications of the reinforcement or...

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Abstract

The invention discloses a large-span concrete beam retard-bonded prestressed construction method, and relates to the technical field of constructional engineering. The large-span concrete beam retard-bonded prestressed construction method aims to solve the problem that the large-span prestressed construction cost is greatly improved due to the fact that required prestressed tendons are mostly purchased directly during existing large-span prestressed construction. The method comprises the steps of 1, burying prestressed steel strands; 2, checking a component; step 3, manufacturing prestressed tendons; step 4, penetrating prestressed tendons; step 5, inspecting an anchorage device; step 6, installing the anchorage device, and pre-detecting tensioning equipment; step 7, tensioning; step 8, duct grouting; and step 9, plugging an anchor head.

Description

Technical field[0001]The present invention relates to the field of construction engineering, in particular, a large span concrete beam to slow bonding prestressing construction method.Background technique[0002]Construction project refers to engineering entities formed by the construction of various housing buildings and their accessory facilities and its installation activities of their supporting lines, pipelines, and equipment. Among them, "Housing Buildings" refers to the top cover, beam column, wall, foundation, and engineering that can form internal space, meet people's production, residence, learning, and public activities. Prestressed projects are before the project structure component is loaded. The steel bars in the zipper block are applied, and the pre-stress, improve the stiffness of the member, and the time to delay the occurrence of cracks, and increase the durability of the member. For mechanical structures, it is implicitly produced in advance, which is the advantage ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/00E04G21/02E04G21/12
CPCE04G21/00E04G21/02E04G21/12E04G21/121
Inventor 简春国刘凤玉高俊成友海华东简勇吕健刘莉王仕付方丽
Owner ANYI BUILDING GROUP
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