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A silt-long tidal flat foundation reinforcement device and its construction method

A technology for foundation reinforcement and tidal flats, which is applied in the direction of infrastructure engineering, construction, and soil protection, can solve the problems of inconsistent solidification degree of soil at different depths, difficulty in controlling the uniformity, and unsatisfactory reinforcement effect, so as to avoid large-scale decline Settling, reducing water content, avoiding the effects of poor foundation surface settlement

Active Publication Date: 2021-08-13
JIANGSU UNIV OF SCI & TECH
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Traditional preloading methods include vacuum preloading and surcharge preloading. In comparison, the vacuum preloading method is cleaner and easier to control than the surcharge preloading method, but it takes longer to reinforce
The electroosmosis method is suitable for soft clay foundations with small permeability coefficients, and has a faster reinforcement rate, but it is difficult to control the uniformity of reinforcement, and the reinforcement effect is not ideal
At present, the main trend of tidal flat foundation reinforcement research is to explore the use of a new type of curing agent that is more environmentally friendly and whose mixing ratio can meet the curing requirements combined with grouting and stirring to strengthen the foundation. This method is difficult to avoid water and soil environmental pollution, and problems such as uneven mixing It will lead to inconsistent solidification degree of soil at different depths, and there are certain safety hazards and defects

Method used

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  • A silt-long tidal flat foundation reinforcement device and its construction method
  • A silt-long tidal flat foundation reinforcement device and its construction method
  • A silt-long tidal flat foundation reinforcement device and its construction method

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Embodiment Construction

[0034] The directions shown in the accompanying drawings are up, down, left, and right.

[0035] Such as figure 1 The hollow steel plate 1, the hollow steel cylinder 2, and the solid steel ball 4 are positioned and installed on the muddy soft soil foundation of the tidal flat, and the hollow steel plate 1 and the hollow steel cylinder 2 are connected by bolts 9 to form a whole. After the vacuum device 6 and the electroosmosis device 7 are installed on the upper part of the hollow steel plate 1, the sand cushion layer 5 is laid, and the vacuum sealing film 8 is laid on the upper part of the sand cushion layer 5. The vacuum device 6 comprises a vacuum probe 601, a vacuum pump 602, a vacuum gauge 603, a drainage pipe 604 and a water collection tank 605. One end of the drainage pipe 604 is connected with the vacuum probe 601 and buried in the sand cushion 5, and the other end is connected to the water collection tank. 605 is connected, and a vacuum gauge 603 is installed on the c...

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Abstract

The invention discloses a silt-long tidal flat foundation reinforcement device and a construction method thereof. The reinforcement device includes a hollow steel plate, a hollow steel cylinder, a steel strand, a solid steel ball, a sand cushion, a vacuum device, an electroosmotic device and a vacuum Sealing film, hollow steel plates are laid horizontally, hollow steel cylinders are set at the joints of the hollow steel plates, connected as a whole with bolts, one end of the steel strand is connected with the hollow steel ball, the other end is connected with the positive electrode of the electroosmosis device and fixed in the middle of the hollow steel plate, the hollow steel The cylinder is connected with the negative electrode of the electroosmosis device, a sand cushion is set above the hollow steel plate, a vacuum device is embedded in the sand cushion, and a vacuum sealing film is laid on the top of the sand cushion. The method comprises the following steps: installing a solid steel ball, a hollow steel plate, a hollow steel cylinder, a sand cushion, a vacuum device, an electroosmosis device, and a vacuum sealing film; vacuuming, settlement consolidation, electrification, settlement consolidation, and vacuum consolidation . The invention ensures that the settlement and the settlement difference are within the control range, simultaneously improves the shear strength of the soil and the bearing capacity of the foundation, and reduces the water content.

Description

technical field [0001] The invention relates to tidal flat foundation reinforcement, in particular to a silt-long tidal flat foundation reinforcement device and a construction method thereof. Background technique [0002] Coastal tidal flats are not only land, but also part of the sea area. They are mainly composed of three parts: supratidal zone, intertidal zone and subtidal zone in different spatial positions. beaches and biological beaches. The most widely distributed coastal tidal flats in my country are intertidal tidal flats. Due to the effect of tides, the tidal flats in the intertidal zone are submerged at high tide and exposed at low tide, which is an important reserve land resource in my country. It has the characteristics of large area, concentrated distribution, good location conditions, and great potential for comprehensive development of agriculture, animal husbandry, fishery and ecotourism. , belonging to a special composite ecosystem. Under the influence of...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/10
CPCE02D3/10
Inventor 潘卓杰姜朋明周爱兆户振陆祖成陈慧斌黄献文
Owner JIANGSU UNIV OF SCI & TECH
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