Cast-in-place box girder bottom web steel bar segmented prefabricated binding mold and binding method

A bottom web and segmented technology, which is applied in bridges, bridge materials, bridge construction, etc., can solve problems such as low efficiency and nesting phenomenon, achieve accurate pre-bundling of steel bars, controllable spacing errors, and reduce binding occupancy the effect of time

Pending Publication Date: 2019-08-23
CCCC FIRST HIGHWAY XIAMEN ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0002] The Puqian Sea-Crossing Bridge is the largest independent sea-crossing bridge project in Hainan Province so far. It is a key project of "One Bridge and Four Roads" in Hainan Province. The bridge is located between Puqian Town, Wenchang City, Hainan Province and Tashi Village, Haikou, with a length of 3.96 Km, two-way six-lane, among them, the Haikou side approach bridge is a prestressed concrete box girder with equal span of 50 meters, which is constructed with a downward mobile formwork. Among them, the processing and installation of steel bars is one of the key processes to ensure the quality and progress of beams and slabs. The method of installing box girder skeleton reinforcement is to draw a scale with paint on the formwork, and place reinforcement along the scale. This construction process must be carried out after the box girder is poured and waits for the tension and formwork to walk, close the mold, and adjust the mold. Reinforcement installation work, and this kind of flow operation will inevitably cause idle work caused by waiting, and the efficiency is low

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  • Cast-in-place box girder bottom web steel bar segmented prefabricated binding mold and binding method
  • Cast-in-place box girder bottom web steel bar segmented prefabricated binding mold and binding method

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Embodiment Construction

[0023] A segmental prefabricated binding method for the bottom web reinforcement of a cast-in-place box girder, comprising the following steps:

[0024] 1) According to the span of the box girder and the size of the bottom web reinforcement, the spacing of the reinforcement, and the model, the prefabricated binding molds for the bottom web reinforcement of the box girder are made in sections;

[0025] 2) Set groove positioning at the corresponding position on the mold;

[0026] 3) Bind the steel bars of the bottom web of the box girder to the mold in sections;

[0027] 4) Lift the reinforcement of the bottom web into the mold by the steel cage hoist and the gantry crane, then hoist the prefabricated inner membrane, and finally bind and form the bridge deck reinforcement on site.

[0028] A cast-in-place box girder bottom web reinforcing bar is prefabricated in sections, including a base plate support 1 and a side plate support 2, the base plate support 1 and the side plate su...

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Abstract

The invention belongs to the technical field of cast-in-place box girders, and discloses a cast-in-place box girder bottom web steel bar segmented prefabricated binding mold and binding method. The cast-in-place box girder bottom web steel bar segmented prefabricated binding method comprises the following steps that according to box girder span as well as bottom web steel bar sizes, steel bar spacing and models, the box girder bottom web steel bar segmented prefabricated binding mold is manufactured, carved grooves are formed at the corresponding positions on the mold for positioning; box girder bottom web steel bars are bound to the mold together in a segmented mode; the bottom web steel bars are hoisted into a formwork through a reinforcement cage hoisting tool and a gantry crane, then aprefabricated inner formwork is hoisted, and finally, on-site binding and forming are performed bridge floor steel bars. According to the method, it is ensured that the on-site binding installation interval error of a steel bar framework is controllable, moreover, the time occupied for binding the steel bars on a bottom formwork is greatly shortened, and great convenience is brought to construction.

Description

technical field [0001] The invention belongs to the technical field of cast-in-place box girders, and in particular relates to a segmental prefabricated binding mold and a binding method for the bottom web reinforcement of a cast-in-place box girder. Background technique [0002] The Puqian Sea-Crossing Bridge is the largest independent sea-crossing bridge project in Hainan Province so far. It is a key project of "One Bridge and Four Roads" in Hainan Province. The bridge is located between Puqian Town, Wenchang City, Hainan Province and Tashi Village, Haikou, with a length of 3.96 Km, two-way six-lane, among them, the Haikou side approach bridge is a prestressed concrete box girder with equal span of 50 meters, which is constructed with a downward mobile formwork. Among them, the processing and installation of steel bars is one of the key processes to ensure the quality and progress of beams and slabs. The method of installing box girder skeleton reinforcement is to draw a s...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00E01D2/04E01D101/26
CPCE01D2/04E01D21/00E01D2101/268
Inventor 吴波李远明赵朝阳李秋霜王凯王晓辉刘鑫侯建新赵化韬
Owner CCCC FIRST HIGHWAY XIAMEN ENG
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