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Method of reinforcing irregular structures

A technology of irregular and reinforced layers, applied in earth-moving drilling, tunnel lining, application, etc., can solve the problems of low elongation, low adaptability of rock movement, etc.

Inactive Publication Date: 2013-01-16
3M INNOVATIVE PROPERTIES CO
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Another disadvantage of using cement reinforcement is its low elongation i.e. low adaptability to rock movement

Method used

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  • Method of reinforcing irregular structures
  • Method of reinforcing irregular structures
  • Method of reinforcing irregular structures

Examples

Experimental program
Comparison scheme
Effect test

example

[0101] Test Methods

[0102] The tensile strength data reported below were measured at room temperature at the indicated times using Die C (Die C) according to ASTM D412-06ae2.

[0103] The elongation data reported below were measured at room temperature at the indicated times using die C according to ASTM D412-06ae2.

[0104]Tear strength data reported below were measured using Die C according to ASTM D624-00 (2007) at room temperature at the indicated times unless otherwise indicated.

[0105] Hardness data reported below were measured in accordance with ASTM D2240-05.

[0106] The gel tack time data and tack free time data reported below were measured in accordance with ASTM D 7487-08.

[0107] A "rock on rock" test was done to simulate slow loose rock movement and observe failure patterns, now ref figure 2 with image 3 Describe INSTRON based test equipment. Apparatus 100 has a stand 140 configured to support a large water cut unpolished granite block 180 having si...

example 1

[0113] Example 1 : Curable foam composition

[0114] Table 1

[0115]

[0116] This formulation is a demonstration of the types of curable foam compositions that can be used in the composite method of the present invention. Part A of Table 1 FC and part B FC Each was prepared separately using the materials shown according to the procedure used to prepare the urethane-reactive materials. Subsequently, by using the injection device reactor E-XP1 or equivalent, the corresponding part A FC and part B FC Combine in a 1:1 ratio by high-pressure jetting equipment. The heat used to cure the curable foam composition consists of A FC with B FC An exothermic reaction occurs. The reaction produces a density of 8.9 lbs / cu.ft. (143 kg / m 3 ) of self-skinned, closed-cell foam.

example 2-9

[0117] Example 2-9 : Curable strengthening composition

[0118] For each of Examples 2 to 9, the reinforced polyisocyanate component A RC (Table 2A) and fortified polyamine component B RC (Table 2B) were each prepared using the materials shown in Table 2A and Table 2B respectively according to the procedure used in the preparation of the urethane-reactive material. For each example number, the corresponding Component A RC and component B RC Combined by high pressure spray equipment at a typical 1:1 ratio and spray coated onto high density polyethylene, and after coating the resulting film was peeled off and then cut into dogbone shaped strips for subsequent testing. Component A RC with component B RC The combination results in an exothermic reaction to at least partially cure the coating.

[0119] Table 2A

[0120]

[0121] Table 2B

[0122]

[0123]

[0124] The resulting reinforcement samples were tested according to standard methods and the results ar...

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Abstract

The present disclosure provides a method for reinforcing irregular rock or irregular concrete surfaces such as rock structures in mines as well as other rock and concrete structures. The method includes applying a curable foam composition to at least a portion of a surface, at least partially curing the curable foam composition to form a foam layer adhered to the surface, applying a curable reinforcing composition onto at least a portion of the foam layer, and at least partially curing the curable reinforcing composition to form a reinforcing layer, wherein at least a portion of the reinforcing layer is adhered to the foam layer.

Description

[0001] Cross references to related patent applications [0002] This patent application claims the benefit of U.S. Provisional Patent Application No. 61 / 333,829, filed May 12, 2010 (Attorney Docket No. 66361US002), the disclosure of which is incorporated herein by reference in its entirety. technical field [0003] The present invention relates to a method of providing a strengthening coating for strengthening irregular rock or concrete structures. Background technique [0004] A variety of strengthening schemes have been used in the past to strengthen irregular rock structures, especially those encountered in mining operations. Common strategies include reinforcing the earth tunnel with timber panels, or installing a bolt-wire mesh assembly and / or applying cement to the exposed surface of the excavation. Recently, various polymer materials have been used as reinforcement coatings. [0005] US Patent No. 4,046,357 describes an apparatus and method for applying quick-dryin...

Claims

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Application Information

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IPC IPC(8): C04B41/45C04B38/00C04B40/00C04B24/24
CPCE21D11/38C04B41/009C04B2111/00724C04B41/52
Inventor 戴维・E・利文斯通大卫・J・黑斯廷斯特伦斯・J・雷纳
Owner 3M INNOVATIVE PROPERTIES CO