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Cement anti-erosion agent for high-pressure jet grouting and use method thereof

A high-pressure jetting, anti-erosion technology, applied in the field of cement grouting, can solve the problems of short setting time, low erosion resistance, too fast setting, etc., and achieve extended setting time, strong erosion resistance, and long setting time. Effect

Active Publication Date: 2020-08-18
BEIJING RONGCHUANG GEOTECHNICAL ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] When the high-pressure jet grouting process is used to strengthen the foundation of the above-mentioned geological conditions, due to the high fluidity of the cement slurry with a high water-cement ratio, the cement slurry injected into the ground will be lost quickly with the flow of groundwater, not only cannot form cement-soil piles , and because of its low erosion resistance, it will cause waste of cement materials
[0004] In order to increase the erosion resistance of cement slurry, accelerators are currently used to thicken and accelerate cement slurry, but the setting time of traditional accelerators is short and the setting is too fast.
Water glass is used for rapid setting, and the cement slurry can be finalized in 2 minutes, which is not conducive to the penetration of the slurry sprayed into the formation, resulting in the inability to form large-diameter cement-soil piles

Method used

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  • Cement anti-erosion agent for high-pressure jet grouting and use method thereof
  • Cement anti-erosion agent for high-pressure jet grouting and use method thereof
  • Cement anti-erosion agent for high-pressure jet grouting and use method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1-6

[0047] A cement anti-erosion agent for high-pressure jet grouting, which is composed of 65-93 parts by weight of aluminum-containing inorganic salt, 5-12 parts by weight of thickener, 2-5 parts by weight of mineral admixture, and 7-18 parts by weight of activator. Composed in parts by weight, wherein the aluminum-containing inorganic salt is sodium metaaluminate and aluminum sulfate, the thickener is guar gum and polyacrylamide, the mineral admixture is granulated blast furnace slag powder and silica fume purchased in the market, and the activator is Sodium Sulfate and Sodium Carbonate. The specific raw material parts by weight of the cement anti-erosion agent described in Examples 1-6 are shown in Table 1.

[0048] Table 1

[0049] Example 1 Example 2 Example 3 Example 4 Example 5 Example 6 Sodium metaaluminate 42 35 42 42 42 35 Aluminum sulfate 38 44 40 40 36 46 Guar Gum 2 2 2 4 2 5 polyacrylamide 3 3 3 3 5 3...

Embodiment 7

[0051] The cement anti-erosion agent prepared in Examples 1-6 is used, and the specific method of use is: the cement slurry and the cement anti-erosion agent aqueous solution are used for double-pipe grouting, and the two materials are simultaneously injected into the formation by high-pressure jet grouting , wherein the weight ratio of cement to cement anti-erosion agent is 1:0.03. The water-cement ratio of the cement slurry used is 0.8, that is, the ratio of the mass of cement to the mass of water in the cement slurry is 100:80. In the cement anti-erosion agent aqueous solution, the weight ratio of the cement anti-erosion agent to water is 1:4.

[0052] The erosion rate, fluidity, and initial setting time of the mixture of the above-mentioned cement slurry and the cement anti-erosion agent aqueous solution are detected. At the same time, only the cement slurry with a water-cement ratio of 0.8 is used for high-pressure jet grouting as a blank example. The test results are s...

Embodiment 8-13

[0056] Change the raw material composition of the cement anti-erosion agent described in Example 1, wherein the aluminum-containing inorganic salt is potassium metaaluminate, aluminum sulfate and aluminum hydroxide, and the thickener is cassava flour and polymer water-absorbing resin (Shandong Youso Chemical Co., Ltd. WHS-700 type resin), the mineral admixture is particle diameter 100-300 order superfine fly ash, and activator is calcium sulfate and sodium silicate, the specific raw material of cement anti-erosion agent described in embodiment 8-13 The parts by weight are shown in Table 3.

[0057] table 3

[0058] Example 8 Example 9 Example 10 Example 11 Example 12 Example 13 Potassium metaaluminate 25 35 37 30 25 25 Aluminum sulfate 30 20 25 30 30 30 Aluminum hydroxide 13 16 15 12 15 18 tapioca flour 6 6 6 5 5 5 Absorbent resin 3 3 3 7 7 7 fly ash 5 2 4 2 5 2 Calcium sulfate 8 8 ...

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Abstract

The invention discloses a cement anti-erosion agent for high-pressure jet grouting and a use method thereof. The cement anti-erosion agent is prepared by mixing the following raw materials in parts byweight: 65-93 parts of aluminum-containing inorganic salt, 5-12 parts of a thickening agent, 2-5 parts of a mineral admixture and 7-18 parts of an excitant. The anti-erosion performance of cement slurry with a high water-cement ratio can be improved under a low mixing amount by the cement anti-erosion agent; the cement slurry has low fluidity and long initial setting time, a large-diameter cement-soil pile can be formed in a large-gap loose stratum, the long initial setting time facilitates construction operation of inserting a precast pile after the cement-soil pile is formed, loss of cementmaterials can be effectively avoided, and the construction is easy.

Description

technical field [0001] The invention relates to the technical field of cement grouting, in particular to a cement anti-erosion agent for high-pressure jet grouting and a use method thereof. Background technique [0002] With the rapid development of urbanization in my country, land resources are increasingly scarce. The construction land for emerging cities, large factories, airports, and residential communities began to expand offshore. There are more and more sites formed by riprap reclamation. The characteristics of this stratum are: most of the backfill materials are gravel and block stones in the open area, and the backfill particle size is large, the general particle size is 200-600mm, and the maximum particle size exceeds 4000mm; The backfill thickness is large, and the maximum backfill thickness can reach nearly 50 meters; the backfill soil has poor compactness, loose structure, and large gaps between particles; the groundwater is abundant, and there is a poor water...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B24/38C04B103/61
CPCC04B40/0039C04B2103/61C04B22/08C04B22/148C04B24/38C04B24/2652C04B22/147C04B22/10C04B18/146C04B18/141
Inventor 张微邓晓轩刘宏运郇盼朱允伟张亮左祥闯邱龙飞戴斌张有祥曹巍
Owner BEIJING RONGCHUANG GEOTECHNICAL ENG CO LTD
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