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Tower column construction internal climbing frame and tower column construction method adopting same

A construction frame and tower column technology, which is applied in the field of formwork/formwork/work frame, preparation of building components on site, scaffolding for building structure support, etc., can solve problems such as the consumption of man-hours for rigid skeletons and waste of steel materials, and achieve saving Internal mold support structure, short time consumption, less construction process effect

Active Publication Date: 2018-02-16
中铁大桥局集团第八工程有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The weight of a rigid frame of a tower column reaches hundreds or even thousands of tons. Using this method of construction will cause a certain waste of steel
Moreover, the processing and height connection of each section of the rigid frame will consume man-hours

Method used

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  • Tower column construction internal climbing frame and tower column construction method adopting same
  • Tower column construction internal climbing frame and tower column construction method adopting same
  • Tower column construction internal climbing frame and tower column construction method adopting same

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Embodiment Construction

[0033] The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments.

[0034] see figure 1 and figure 2 As shown, the embodiment of the present invention provides an inner climbing frame for tower column 6 construction. The inner climbing frame for tower column 6 construction includes a steel bar construction platform 1, a steel bar construction frame body 2, an inner mold construction upper frame body 3, and an inner mold construction frame from top to bottom. Mold construction lower frame body 4:

[0035] The reinforcement construction platform 1 includes a vertical and horizontal beam system 11 arranged horizontally and a main reinforcement positioning assembly 12 arranged on the longitudinal and horizontal beam system 11, and the main reinforcement positioning assembly 12 is used to locate the main reinforcement of the tower column 6 on the longitudinal and horizontal beam system 11;

[0036] The steel bar...

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Abstract

The invention discloses a tower column construction internal climbing frame and a tower column construction method adopting the same, and relates to the technical field of tower column construction. The tower column construction internal climbing frame sequentially comprises a rebar construction platform, a rebar construction frame body, an internal formwork construction upper frame body, an internal formwork construction lower frame body and a lifting platform from top to bottom. With adoption of the tower column construction internal climbing frame, after a main rebar of each section of a tower column is installed, the tower column construction internal climbing frame is lifted through hoisting equipment to the next section of the tower column for construction, the construction process is fewer, and time consuming is less; and meanwhile, the internal formwork construction upper frame body and the internal formwork construction lower frame body provide an operating platform when an internal formwork is installed and serve as internal formwork supports at the same time, so that an internal formwork supporting structure is omitted, the construction efficiency is high, and steel resources are saved.

Description

technical field [0001] The invention relates to the technical field of tower column construction, in particular to an inner climbing frame for tower column construction and a tower column construction method using the inner climbing frame for tower column construction. Background technique [0002] The tower column is usually constructed with a stiff frame and climbing formwork. After the construction of each section of the tower column is completed, a high-strength frame is connected, steel bars are installed, and then the mold is closed to pour concrete, and the cycle is repeated. The stiff skeleton is designed to be permanently embedded in concrete, and the stiff skeleton designed for the tower column is generally not used as the main reinforcement structure, but only as an auxiliary construction measure. The weight of a rigid frame of a tower reaches hundreds or even thousands of tons, and construction using this method will cause a certain waste of steel. Moreover, the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G3/24E04G11/28
CPCE04G3/246E04G11/28Y02E10/72
Inventor 李德坤万慧李燕青古宇鹏周龙杨大瑜居敏程琳刚王福生
Owner 中铁大桥局集团第八工程有限公司
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