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Construction method and facilities of steel trestle bridge with percussion drilling limit hole implantation combined with crawler crane

A construction method and crawler crane technology, applied in bridge construction, infrastructure engineering, bridges, etc., can solve problems such as inability to ensure structural safety, achieve the effects of ensuring structural safety, reducing engineering costs, and ensuring safe construction

Active Publication Date: 2016-09-14
CHINA TIESIJU CIVIL ENG GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Under the environmental conditions of the rapid water flow in the reservoir area of ​​the hydropower station and the slope of the rock surface without covering layer on the river bed, the conventional steel trestle construction method cannot guarantee its structural safety

Method used

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  • Construction method and facilities of steel trestle bridge with percussion drilling limit hole implantation combined with crawler crane
  • Construction method and facilities of steel trestle bridge with percussion drilling limit hole implantation combined with crawler crane
  • Construction method and facilities of steel trestle bridge with percussion drilling limit hole implantation combined with crawler crane

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Embodiment Construction

[0028] see figure 1 and figure 2 , in the present embodiment, the percussion drilling limit hole-forming method is implanted into the steel trestle bridge construction method combined with the crawler crane according to the following steps:

[0029] Step 1: construct the first-span steel trestle 1 on the shore, move the crawler crane 12 on the first-span steel trestle 1, and install the second-span cantilevered Bailey girder 2 with a length of 600cm on the first-span steel trestle 1.

[0030] Step 2: Fix the limiting frame 3 and the percussion drilling rig 13 on the second-span cantilevered Bailey sheet beam 2 through double-button I-shaped steel and threaded steel U-shaped clips 5d, so that the cantilevered limiting frame The plane position of 3 is on the plane position of the second-span steel pipe pile; a steel casing 6 with a diameter of 1 m is placed in the limit frame 3, and a hammer head with a diameter of 0.8 m of the percussion drilling rig is placed in the steel ca...

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Abstract

The invention discloses a steel trestle construction method and facility with percussion drill limiting pore-forming implantation and a crawler crane combined. The construction method comprises the steps that construction is carried out from one end of a steel trestle to the other end of the steel trestle one by one so that the complete trestle can be constructed, and the next span of cantilever beret piece beam is formed on the previous span of steel trestle which has already been constructed; a limiting rack and a percussion drill are fixed to the next span of cantilever beret piece beam through double-buckling H-steel and deformed steel bar U-shaped clamps, and accordingly the plane position of the overhung limiting rack is located at the plane position of the next span of steel pipe piles of the steel trestle; a steel casing is placed in the limiting rack, and a hammer of the percussion drill hammers bedrock in the steel casing so that pile holes can be formed. According to the steel trestle construction method and facility, under the construction conditions of heavy flow of water and oblique river bed rock surfaces, there is no need for operators to drill a trestle pipe pile foundation by blasting through underwater operation, overwater equipment such as a ship does not need to enter the scene, the potential safety risks of operation by the operators and the ship under the condition of heavy flow of water are avoided, engineering cost is lowered, and construction safety is improved.

Description

technical field [0001] The invention relates to a construction method and facilities of a steel trestle bridge, more specifically to a construction method and construction facilities of a steel trestle bridge in rapid water flow, the river bed is inclined bedrock without covering layer, and ships cannot enter the construction area. Background technique [0002] The conventional construction method of the steel trestle bridge is to use steel pipe piles and Bailey sheets as the main load-bearing structure, and erect them disassembled on site, that is, to use the crawler to hang on the erected first-span trestle bridge, insert and drill the trestle foundation hole by hole, and hoist the bridge deck structure. After one span is completed, the crawler crane moves to the next span and advances the construction step by step. However, with the traditional steel trestle construction method, under the impact of rapid water flow, it is difficult to position the steel pipe piles of the ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D21/06E02D5/38E02D11/00E02D27/52
CPCE01D21/065E02D5/40E02D11/00E02D27/52
Inventor 陈文尹石华峰侯飞张华东
Owner CHINA TIESIJU CIVIL ENG GRP CO LTD
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