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Construction method for upper beam and lower beam of bridge cable tower

A construction method and crossbeam technology, applied in bridges, bridge parts, bridge construction, etc., can solve problems such as inability to adapt to bridge span growth and tower height changes, high construction safety risks, and long support erection period to achieve broad economic benefits and Social benefits, improving construction quality, and shortening the construction period

Active Publication Date: 2016-07-20
ZHENGJIAN CONSTR CO LTD
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

At present, the construction method of the beam structure of the cable tower is outdated and backward, and cannot meet the needs of the bridge span increase and the tower height change
At the same time, the erection period of the support is long, there is cross operation, and the construction safety risk is high
After the bracket is erected, it needs to be pre-pressed, which is time-consuming and consumable

Method used

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  • Construction method for upper beam and lower beam of bridge cable tower
  • Construction method for upper beam and lower beam of bridge cable tower
  • Construction method for upper beam and lower beam of bridge cable tower

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Embodiment Construction

[0039]The invention relates to a construction method for the upper beam and the lower beam of a bridge cable tower. The lower beam 6 is 23.048m long, 13.5m high, and 7.5m wide; the upper beam 5 is 14.20m long, 8.5m high, and 3.5m wide. Before the official construction, first build the lifting system, set up the first lifting system on both sides of the cable tower, and then set up two sets of second lifting systems between the first lifting systems. The hoisting system and the second hoisting system can cooperate with each other or work independently. Then, carry out the construction of the upper beam 5, first build and pour the first section side form 2, the second section side form 3 and the third section side form 4, then build and pour the upper beam bottom form 1; after the upper beam 5 construction is completed , pouring the lower beam 6, the lower beam 6 is prefabricated, transported and installed through the lifting system, and finally connects the upper beam 5 and the...

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Abstract

The invention discloses an upper transverse beam and lower transverse beam construction method for a bridge tower. The method comprises the following steps: before normal construction, constructing hanging systems, tensioning first hanging systems on both sides of the tower respectively, and tensioning two groups of second hanging systems between the first hanging systems, wherein adjacent first hanging systems and second hanging systems can operate in a matching way or operate independently; performing upper transverse beam construction, constructing and pouring a first-segment side form, a second-segment side form and a third-segment side form, and constructing and pouring an upper transverse beam bottom form; after completion of upper transverse beam construction, pouring a lower transverse beam which is formed by means of prefabrication, performing transportation and installation through the hanging systems, and finally connecting an upper transverse beam with the lower transverse beam. Through adoption of a bracket-free construction technology, the construction cost is reduced, the construction period is shortened, and the construction safety is enhanced; the upper transverse beam and the lower transverse beam are constructed stepwise, so that the construction difficulty is lowered. Meanwhile, the upper transverse beam and the lower transverse beam are constructed stepwise, so that the construction difficulty is lowered, and the construction quality is enhanced.

Description

technical field [0001] The invention relates to a beam construction method, in particular to a construction method for an upper beam and a lower beam of a bridge cable tower. Background technique [0002] The cable tower refers to the tower-shaped structure supporting the main cable of the suspension bridge or the cable-stayed bridge. There are many types of cable tower structures, which are mainly selected according to the layout requirements of the cables, the width of the bridge deck and the span of the main beam. The commonly used forms of cable towers are single-column, A-shaped and inverted Y-shaped along the longitudinal direction of the bridge, and single-column, double-column, portal, oblique-leg portal, inverted V, inverted Y, A shape etc. The cross-section of the cable tower can adopt a solid interface according to the design requirements. When the cross-section size is large, the I-shaped or box-shaped cross-section is used. It is more reasonable to use a box-sh...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/00
CPCE01D19/14E01D21/00
Inventor 易会丰王国淼倪兴隆马爱国
Owner ZHENGJIAN CONSTR CO LTD
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