Double-limb thin-wall super high-pier temporary steel collar beam construction method

A construction method and technology for super-high piers, which are applied in the directions of bridges, bridge construction, erection/assembly of bridges, etc., can solve the problem of long working time for personnel at heights, and achieve the effect of reducing working time at heights and improving construction efficiency.

Active Publication Date: 2019-07-30
CHINA CONSTR FOURTH ENG DIV
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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 construction method for temporary steel beams of thin-walled ultra-high piers with double limbs, so as to solve the problem of long working time at heights during the construction of existing reinforced concrete beams

Method used

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  • Double-limb thin-wall super high-pier temporary steel collar beam construction method
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  • Double-limb thin-wall super high-pier temporary steel collar beam construction method

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Embodiment Construction

[0034] The following is further described in detail through specific implementation methods:

[0035] The reference signs in the drawings of the description include: pier column 1, main beam 2, branch beam 3, guide groove 4, fastening bolt 5, arc plate 6, screw hole 60, arc groove 7, bending spring 8 , Wedge 9, vertical hole 10, return spring 11, reinforcing rib 12, rotating pin 13, sliding pin 14, internal thread sleeve 15.

[0036] Such as figure 1 As shown, the construction method of the temporary steel beams of the thin-walled superhigh pier of the present embodiment comprises the following steps:

[0037] Step 1. Pre-embed the mounting parts in the pier column 1. The structure of the mounting parts is as follows Figure 5 As shown, it includes two internal thread sleeves 15 embedded in the pier column 1;

[0038] Step 2. On-site assembly of steel tie beams:

[0039] (1) if figure 1 As shown, the steel beam is composed of a main beam 2 and two branch beams 3, the stru...

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Abstract

The invention belongs to the technical field of bridge construction, and particularly discloses a double-limb thin-wall super high-pier temporary steel collar beam construction method. The double-limbthin-wall super high-pier temporary steel collar beam construction method includes the following steps that first, an assembling partis pre-buried in a pier stud; second, a steel collar beam is assembled on site; third, the steel collar beam is lifted to an assembling position; and fourth, a branch collar beam is made to slide to make the outer side of the branch collar beam stick to the pier stud, and then is connected with the assembling part and a hanging part. According to the double-limb thin-wall super high-pier temporary steel collar beam construction method, the construction method ofsteel collar beam field assembling and then lifting is adopted to solve the problem of long working time of personnel in a high altitude during the construction of an existing reinforced concrete collar beam, and the function of seismic resistance can be achieved.

Description

technical field [0001] The invention relates to the technical field of bridge construction, in particular to a construction method for a temporary steel tie beam of a thin-walled superhigh pier with two limbs. Background technique [0002] The terrain in the west of my country is steep, and the terrain is mostly ravines and steep slopes. There are a large number of high piers and even super high piers with long span continuous rigid frame bridges. Among them, double-leg thin-walled piers (referred to as double-leg piers) are commonly used piers for this type of bridge. . In order to strengthen the overall rigidity of the double-limb pier, a tie beam will be added between the two pier columns to act as a tie rod and connect the two pier columns as a whole for stress. [0003] Existing tie beams are usually reinforced concrete tie beams. Traditional reinforced concrete tie beams have the following disadvantages: 1. Reinforced concrete tie beams are all cast-in-place, requiring...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01D21/00
CPCE01D21/00
Inventor 熊勇张国栋侯郑敏
Owner CHINA CONSTR FOURTH ENG DIV
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