A method of manufacturing reinforced concrete pillars for mine roadways

A production method and technology for concrete pillars, which are applied to tunnels, shaft linings, tunnel linings, etc., can solve the problems of difficult on-site pouring work, increased production costs, pillar loading and unloading, and difficulty in supporting underground transportation.

Active Publication Date: 2017-04-12
山西工程技术学院
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] There are two methods for making reinforced concrete pillars used in existing mine roadways: one is integral pouring on site, which can be completed only by pouring molds and reinforced concrete materials, but this method has many disadvantages. The space is narrow, and the on-site pouring work is relatively difficult; the second is that the initial strength of the pillars made by pouring is low, and due to the rapid deformation of the surrounding rock of the high-stress roadway, the pillars are crushed during the drying and maintenance process and lose their supporting functions; the third is on-site pouring The cross-section of the pillar is generally determined according to the pressure of the roof. Often due to the insufficient cross-sectional area of ​​the pillar, it is inserted into the soft floor layer under the pressure of the surrounding rock and loses its supporting function. If the method of increasing the cross-sectional area of ​​the pillar is adopted to solve this problem The problem will lead to an increase in production costs; Fourth, the casting mold has poor adaptability to changes in the height of the roadway, and the effect of connecting the pillars to the top is not good
[0004] Another method is the integral pouring method on the ground. This method has a wide manufacturing space, sufficient maintenance and drying of the pillars, and strong bearing capacity. Difficulties are insurmountable in some environments. The labor intensity of workers is high and the construction period is long, which seriously affects the normal process of mine mining.
[0005] In the prior art of public reports, there is still no inquiry about the production method of the reinforced concrete pillar of the mine roadway. It is urgent to design a new reinforced concrete pillar and make it to meet the wide application in the mine high stress soft rock roadway support. The demand for high-strength reinforced concrete pillars

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  • A method of manufacturing reinforced concrete pillars for mine roadways
  • A method of manufacturing reinforced concrete pillars for mine roadways
  • A method of manufacturing reinforced concrete pillars for mine roadways

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Embodiment Construction

[0052] Specific embodiments of the present invention will be further described in detail below.

[0053] Implementation of the above-mentioned manufacturing method provided by the present invention for mine roadway reinforced concrete pillars, the steps of the manufacturing method are as follows.

[0054] Step 1. According to the net section height X of the mine roadway design, and determine the assembly height Y for the reinforced concrete pillars of the mine roadway, so that the assembly height Y of the mine roadway reinforced concrete pillars is equal to the height X of the mine roadway design net section, that is, X =Y.

[0055] Step 2. The pillars described in the above step 1 are divided into parts, designed and processed into several sections of standard prefabricated parts. The standard prefabricated parts are composed of pillar base 1, pillar transition section 2, pillar main load-bearing section 3 and pillar main load-bearing connection top Section 4 constitutes.

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Abstract

A manufacturing method of reinforced concrete pillars for mine roadways includes: designing and manufacturing a reinforced concrete pillar into a plurality of prefabricated members different in specification, including a base, a transitional segment, a main bearing segment and a main bearing roof-contact segment; the main bearing segment is composed of a plurality of segments; every two adjacent prefabricated members are in inserted connection through composite steel casings buried in the prefabricated members. The defects such that the pillars cast in place on a coal roadway is collapsed in the curing phase and the pillars heavy in weight and integrally cast on the ground are difficult to carry and erect are overcome; the pillars are imparted sufficient bearing strength, the ability of the pillars to adapt to roadway height, surrounding rock pressure and surrounding rock strength is comprehensively considered, a whole is broken into segments for separate manufacturing, and the pillars are high in strength and convenient to mount and demount, transport and erect.

Description

technical field [0001] The invention relates to a manufacturing method of reinforced concrete pillars in mine tunnels, in particular, the reinforced concrete pillars are designed and processed into several prefabricated parts of different specifications and standards, including a base, a transition section, a main load-bearing section and a main load-bearing section connected to the top, wherein the main The load-bearing section is composed of several sections, and the two adjacent sections of standard prefabricated parts are inserted through the embedded steel primary and secondary casings, which is used for mine roadway height, surrounding rock pressure and surrounding rock strength changes and has strong adaptability. How to make reinforced concrete pillars. Background technique [0002] In the support process of the existing mine roadway, high-strength, low-cost, non-recyclable support structures are needed to control the deformation and damage of the surrounding rock of...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D11/08E21D11/10
Inventor 王凯郝兵元姚建新魏红乔永凤
Owner 山西工程技术学院
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