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Reverse construction type one-column one-pile construction method and structure for reserving column joint stirrup

A construction method and reverse method technology, applied to underwater structures, infrastructure engineering, artificial islands, etc., can solve problems such as unreliable quality, time-consuming construction, and difficult tying, so as to save construction time, reduce labor loss, The effect of improving construction quality

Pending Publication Date: 2019-02-15
NO 2 CONSTR GRP CO LTD OF SHANGHAI CONSTR GRP
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] The object of the present invention is to provide a construction method and structure for reserved stirrups at the joints of one column and one pile column by the reverse method, which is used to solve the cumbersome construction of the steel bar binding at the beam-column joint position in the existing reverse method stage, which takes a long time and is difficult to bind Big, unreliable quality issues

Method used

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  • Reverse construction type one-column one-pile construction method and structure for reserving column joint stirrup

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Embodiment 1

[0021] Please refer to figure 1 , reverse method, one column, one pile node stirrup reserved construction method, including:

[0022] Excavate to a certain depth under the B0 layer by using the reverse method, construct the cushion layer, set up the bent frame, and construct the main structure of the B0 layer above it; when constructing the B0 layer column stirrups, first of all, the column stirrups to be constructed on the lower layers The tendons 30 are placed below the construction area of ​​the main structure of the B0 floor, and the column stirrups 30 required for the main structure of the B0 floor are bound and fixed at the beam-slab joints of the structure of the layer; During the layer elevation, calculate the quantity of column stirrups 30 required for the current excavation layer, and repeat the aforementioned operations for the column stirrups 30 of the remaining layers and place them below the construction area of ​​the current excavation layer, and only place the ...

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Abstract

The invention relates to a reverse construction type one-column one-pile construction method and structure for reserving a column joint stirrup, and belongs to the technical field of building engineering. The construction method is characterized in that all the column stirrups, required by a structural column, at all layers sleeve the four sides of the structural column in an overlapping manner during constructing the column stirrups in an one-column one-pile project; then reserved stirrups at a current excavating layer are fixed to joints of beams and slabs; the stirrups are reserved for thecurrent excavating layer while downwards excavating each layer; the rest stirrups are arranged to the bottom part of the structural column, namely, the quantity of the stirrups overlapped on the structural column decreases as the construction downwards goes on; the abovementioned operations are repeated until all column stirrups are constructed. According to the structure, the column stirrups of the current excavating layer are fixedly bound to the beam and slab joints in the current excavating layer; the column stirrups of the rest layers sleeve the bottom part of the structural column undera construction area of the current excavating layer in an overlapping manner; and beam stirrups are arranged around the periphery of a main beam of a structural column at a beam and column joint.

Description

technical field [0001] The invention relates to the technical field of construction engineering, in particular to a construction method and structure for reserving stirrups at nodes of one column and one pile column by the reverse method. Background technique [0002] In recent years, people pay more and more attention to the development and utilization of urban underground space. As the construction environment becomes more and more complex, the construction difficulty is also increasing. At present, in the construction of underground passages, urban subway stations, underground parking lots and other projects under existing facilities such as urban roads, railways, airports, and landscape green spaces, the open-cut method, reverse method, shield method, pipe jacking method and pipe-jacking method are generally used. Curtain method, etc. for construction. In the construction phase of the upside-down method, the key point of the structural construction at the position of on...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D29/055
CPCE02D29/055
Inventor 杨敏施臻
Owner NO 2 CONSTR GRP CO LTD OF SHANGHAI CONSTR GRP
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