Post-hardenable grout for shield tunnel wall and preparation method thereof

A technology of shield tunnel and grout, which is applied in the field of hardenable grout and its preparation after the shield tunnel wall, which can solve the problems of easy blockage of grouting pipelines, easy segregation of grout, easy blockage of pipes, etc., and achieve less volume shrinkage and less source Rich and convenient construction management

Active Publication Date: 2020-11-06
CCCC FIRST HARBOR ENG +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the need to manage two liquids at the same time during construction, the process is complicated, the grouting pipeline is easy to be blocked, the cleaning is difficult, the adaptability is poor, and the technical content is high. Therefore, single grout is preferred in construction.
The existing domestic single slurry is mainly composed of cement, fly ash, sand, water, etc. There are common problems such as easy segregation of slurry, poor dispersion, low strength in the later stage, and easy blockage of pipelines. Solving this problem is an important issue for preparing high-quality single slurry. breakthrough

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] Embodiment 1 prepares No. 1 slurry

[0023] Weigh raw materials: 8 parts of cement, 20 parts of sand, 19 parts of water, 36 parts of Class II fly ash, 3 parts of sodium tripolyphosphate, 14 parts of phosphorus slag micropowder, 3 parts of sodium hydroxide, polycarboxylate superplasticizer 0.4 parts, 9 parts of calcium chloride, 0.6 parts of silane coupling agent.

[0024] Prepare as follows:

[0025] Step 1. Measure cement, sand, water, fly ash, sodium tripolyphosphate, phosphorus slag micropowder, silane coupling agent, and calcium chloride in a mixer according to the formula and stir evenly;

[0026] Step 2. Add sodium hydroxide and water reducer chalk to the mixture stirred in Step 1 at the same time, stir while adding, finish adding within 20 seconds, and stir evenly to get the product.

[0027] The slurry prepared by the present invention has a consistency of 11.2cm, a wet rate of 2.7%, initial setting for 24 hours, a 3-day compressive strength of 2.37MPa, and a ...

Embodiment 2

[0028] Example 2 Preparation of No. 2 slurry

[0029] 10 parts of cement, 17 parts of sand, 20 parts of water, 40 parts of class II fly ash, 4 parts of sodium tripolyphosphate, 13 parts of phosphorus slag powder, 3 parts of sodium hydroxide, 0.3 parts of polycarboxylate water reducer, chlorine 11 parts of calciferous calcium, 0.5 part of silane coupling agent, prepare slurry according to the above-mentioned method, the slurry consistency that the present invention makes is 11.9cm, and the wet rate is 3.5%, initial setting 24 hours, 3 days compressive strength is 2.42MPa , The 28-day compressive strength is 7.64MPa.

Embodiment 3

[0030] Example 3 Preparation of No. 3 slurry

[0031] 12 parts of cement, 23 parts of sand, 21 parts of water, 34 parts of class II fly ash, 3 parts of sodium tripolyphosphate, 15 parts of phosphorus slag powder, 2 parts of sodium hydroxide, 0.5 parts of polycarboxylate water reducer, chlorine 7 parts of calciferous calcium, 0.7 part of silane coupling agent, prepare slurry according to the above-mentioned method, the slurry consistency that the present invention makes is 11.5cm, and the wet rate is 3.3%, initial setting 24 hours, 3 days compressive strength is 2.39MPa , The 28-day compressive strength is 7.71MPa.

[0032] Using the grout of the present invention to construct subway tunnels, the grout has strong pumpability, is not easy to block the grouting pipes, hardly hangs grout on the surface of the segments, has a low water penetration rate, and has high hardness, which is beneficial to the long-term stress of the tunnel and the later surface settlement Less than 1cm. ...

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Abstract

The invention discloses back hardenable slurry of a shield tunnel and a preparation method thereof and belongs to the field of slurry of grouting engineering. The slurry contains the following raw materials in parts by weight: 7-12 parts of cement, 17-23 parts of sand, 19-21 parts of water, 34-40 parts of coal ash, 3-4 parts of sodium tripolyphosphate, 13-15 parts of phosphorus slag micropowder, 2-3 parts of sodium hydroxide, 0.3-0.5 part of a water reducer, 7-11 parts of calcium chloride and 0.5-0.7 part of a saline coupling agent. The slurry disclosed by the invention is high in strength, the strength within 7 days can reach 7.71MPa, the thickness of the slurry is greater than 11.2cm, the inundation rate is small (2.7-3.5%), the volume shrinkage is small, and the slurry has high fluidity, and sedimentation in a later period of the ground can be effectively controlled, so that the back grouting construction is more convenient; the raw materials required by the slurry are rich in source, low in price and convenient to construct and manage, and the automatic technical requirement on construction can be met.

Description

technical field [0001] The invention relates to the field of tunnel engineering grouting grout, in particular to a post-hardenable grout for a shield tunnel wall and a preparation method thereof. Background technique [0002] Nowadays, more and more urban underground projects and cross-river and sea-crossing tunnels use shield construction. During construction, the shield machine is pushed forward, and the assembled segment is pushed out of the shield tail by the jack, and a hole appears on the back of the segment. In the gap of the building, the synchronous grouting of the shield machine has become an indispensable part of the shield machine. In order to control the deformation of the ground, the purpose of controlling the bottom settlement and stress release has been achieved by injecting grout into the building gap at the tail of the shield. How to minimize the settlement of the ground surface and prevent the adjacent buildings from being endangered by excessive settlemen...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/02
CPCC04B28/02C04B2111/00706C04B2111/00732C04B2201/50C04B14/06C04B18/08C04B22/16C04B18/145C04B22/062C04B22/124C04B24/42C04B2103/302
Inventor 武建华辛红芳王志国杜景超武娟李永明李智秦飞鹏
Owner CCCC FIRST HARBOR ENG
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