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Long tunnel lining construction method

A construction method and tunnel technology, which are applied in water conservancy projects, hydroelectric power stations, and open-air water surface cleaning, etc., can solve the problems of short construction period, great difficulty, and small space, so as to reduce construction difficulty, reduce resource investment, and fast construction speed. Effect

Inactive Publication Date: 2019-12-13
CHINA HYDROPOWER ELEVENTH ENG BUREAU ZHENGZHOU CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At this stage, the development of the hydropower market is gradually shifting to remote areas, and construction in mountainous areas is often limited by terrain conditions, which brings greater difficulty to the overall construction layout
However, the secondary lining of the diversion tunnel of the small hydropower station has always been a relatively difficult problem to deal with. The small space, long distance, short construction period, large investment and frequent project changes have virtually increased the construction cost.

Method used

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  • Long tunnel lining construction method

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Embodiment Construction

[0022] The present invention is described in further detail below by embodiment, and embodiment is only used for illustrating the present invention, does not limit the scope of the present invention.

[0023] A long tunnel lining construction method, comprising the following steps: 1. Assembly of trolley:

[0024] 1) Scaffold erection, such as figure 1 As shown, the surveyors are first arranged to measure and set out the position of the scaffolding poles, and then the construction personnel set up the support frame according to the position of the surveyors' setting-out points. The construction scaffolding is erected on the poured tunnel floor, and the distance a between poles 1 is 0.6m , the row spacing is 0.6m, the step distance b is 1.4m, the sweeping rod is set 20cm away from the bottom, and 18# I-beams are installed at the bottom of the scaffold, the distance between the I-beams is 0.6m, the I-beams are welded with I-beams, and the vertical poles It is welded with the I-...

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Abstract

The invention belongs to the technical field of water conservancy and hydropower construction engineering, and relates to a long tunnel lining construction method. The method comprises the following steps: a trolley is assembled; a scaffold is built; the top of a bearing bracket is adjusted to the bottom elevation of arch frames by adopting a concave adjustable support; the arch frames are mountedfrom upstream to downstream on stand column supports; the arch frames are connected by using phi 48 steel pipes as scissor supports; templates are mounted; side surface templates are in place; steelmolds are assembled; plane templates are assembled by adopting 3015 steel molds; side molds are adjusted and reinforced; the trolley is in place; edge top arch concrete is connected into a pump pipe for warehousing from the top arch downstream; elbow pipes and hoses are arranged in a warehouse; three edge wall concrete unloading points are arranged on each edge; the unloading points are used for unloading in turns; combination parts between old and new concrete layers are paved with cement mortar with thicknesses of 2-3 cm before concrete casting to meet cement mortar requirements; and the lining construction method achieves the advantages of a traditional frame arrangement method and overall construction of steel film trolleys, is low in production cost and high in construction speed, andcan recycle steel films and steel pipes to achieve energy conservation and environmental protection.

Description

technical field [0001] The invention belongs to the technical field of water conservancy and hydropower construction engineering, and relates to a long tunnel lining construction method. Background technique [0002] At this stage, the development of the hydropower market is gradually shifting to remote areas, and construction in mountainous areas is often limited by terrain conditions, which brings greater difficulty to the overall construction layout. However, the secondary lining of the diversion tunnel of the small hydropower station has always been a difficult problem to deal with. The space is small, the distance is long, the construction period is short, the investment is large and the project changes frequently, which virtually increases the construction cost. The link of long tunnel lining is the most important link of project organization and construction. The quality of lining affects the service life of the project, and the progress of lining directly affects the...

Claims

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Application Information

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IPC IPC(8): E02B9/02E02B9/06E02B15/02
CPCE02B9/02E02B9/06E02B15/02Y02E10/20
Inventor 陈晓林徐伟刘川川周应龙徐阳阳
Owner CHINA HYDROPOWER ELEVENTH ENG BUREAU ZHENGZHOU CO LTD
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