Construction method of reinforced concrete corrugated plate pile underground structure

A technology of reinforced concrete and corrugated sheet piles, which is applied in the direction of foundation structure engineering, sheet pile walls, buildings, etc., and can solve problems such as T-shaped through-slot blocking, sheet piles that cannot be used normally, and I-beams that cannot be inserted smoothly , to achieve the effect of maintaining integrity and avoiding damage

Active Publication Date: 2017-08-18
JIANGSU DONGHENAN GEOTECHNICAL TECH CO LTD +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the T-shaped through-slot of the sheet pile is directly made of concrete. When making the T-shaped through-slot, the mold in it needs to be pulled out before the concrete is completely solidified. During the process of pulling out the mold, the T-shaped The concrete or stone on the inner wall of the through-slot will inevitably partially overflow, and sometimes the overflowing part will block the T-shaped through-slot, causing the I-beam to be unable to be inserted into the T-shaped through-slot smoothly. In severe cases, the sheet pile It may not be able to be used normally, and improving the connectability between reinforced concrete sheet piles is also a top priority

Method used

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  • Construction method of reinforced concrete corrugated plate pile underground structure
  • Construction method of reinforced concrete corrugated plate pile underground structure
  • Construction method of reinforced concrete corrugated plate pile underground structure

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Embodiment 1

[0064] refer to figure 1 and figure 2 , in this embodiment, reinforced concrete corrugated sheet piles are used to build an underground structure, which is composed of interconnected reinforced concrete corrugated sheet piles. Specifically, a continuous underground groove 90 is excavated underground first, and then reinforced concrete corrugated sheet piles 1 It is formed by sinking into continuous underground grooves and interlocking reinforced concrete corrugated sheet piles 1 , wherein the continuous underground grooves 90 are formed by circular guide holes 900 overlapping each other in the horizontal direction. In this embodiment, a zigzag folded line 950 is formed by sequentially connecting the centers of the leading holes, and an included angle β exists between adjacent line segments on the folded line 950 .

[0065]The specific construction method is carried out in the following steps:

[0066] (1) Prepare special-shaped steel casing 200 and reinforced concrete corru...

Embodiment 2

[0091] This embodiment is an improvement on the basis of Embodiment 1, please refer to Figure 15 The difference between this embodiment and Embodiment 1 is that a female joint part 44 is disposed on the first flange part 42, and the female joint part 44 includes an outer surface 443, a locking through hole 441, and penetrates and cuts off the outer surface. 443 of the gap 442, the gap 442 communicates with the through hole 441; the female joint part 44 is covered with a concrete protection layer 49, and the concrete protection layer 49 has a convex portion protruding outward along the width direction of the reinforced concrete sheet pile. The convex part has an arc-shaped outer surface 492; the concrete protection layer 49 has an opening 491 corresponding to and communicating with the notch 442 of the female joint part 44, and the width of the opening 491 is not smaller than the width of the notch 442 of the female joint part. In this embodiment, the width of the opening 491 ...

Embodiment 3

[0094] This embodiment is an improvement on the basis of implementation 1 or 2, please refer to Figure 16 and Figure 17 , the width of the gap 17 of the female joint part is greater than the thickness of the connecting plate 151 of the male joint part; fenders 16 are arranged on the front and rear sides of the connecting plate, when two reinforced concrete corrugated sheet piles are connected to each other, The fender 16 of one of the reinforced concrete corrugated sheet piles is located in the through hole of the female joint part 14 of the other reinforced concrete corrugated sheet pile. Under the promotion of external force, the fender can block the connecting plate and the female The gap between the gaps of the joint portion; the inner surface of the snap-through hole is arc-shaped, and the snap-through hole in this embodiment is filled with concrete 18, and under the push of the concrete 18, the fender 16 will The gap between the connection plate 151 and the gap is sea...

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Abstract

The invention discloses a construction method of a reinforced concrete corrugated plate pile underground structure. The structure specially comprises the steps that 1, a figured steel protective cylinder and reinforced concrete corrugated plate piles are prepared; 2, underground grooves are excavated; 3, the reinforced concrete corrugated plate piles are sunk in the underground grooves and mutually connected; 4, the step 2 and the step 3 are repeatedly implemented to complete excavation of the underground grooves and sinking of the reinforced concrete corrugated plate piles; and 5, a foundation pit is excavated. The way that the continuous underground grooves are excavated under the ground at first is adopted, then, the reinforced concrete corrugated plate piles are sunk in the underground grooves, due to the fact that hammering or extrusion on the reinforced concrete corrugated plate piles is avoided, damage to the internal structures of the reinforced concrete corrugated plate piles is avoided, the completeness of the internal structures of the reinforced concrete corrugated plate piles is kept, and therefore the reinforced concrete corrugated plate piles can completely play a dual role. In the excavation process of the underground grooves, by arranging the figured steel protective cylinder, the trouble of bottom cleaning is avoided, and the construction efficiency is improved.

Description

technical field [0001] The invention belongs to the construction field of underground structures, and in particular relates to a construction method of reinforced concrete corrugated sheet pile underground structures. Background technique [0002] With the continuous improvement of urban population density, various buildings in the city are constantly being renovated. In order to expand the use of space, people continue to develop underground, so more and more projects involve underground construction, such as basements. , underground parking garages, air defense facilities, subways, tunnels and other civil engineering projects, in this type of underground engineering, due to the inadmissibility of the soil structure in some areas, or the influence of ground buildings and underground pipelines, it is impossible to adopt large-scale grading methods. For the construction of underground structures, it is necessary to build protective walls around the underground foundation pit....

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/10E02D5/12E02D5/20E02D5/68
CPCE02D5/10E02D5/12E02D5/20E02D5/68E02D2250/0007
Inventor 李仁民谢鹏王建兰王涛
Owner JIANGSU DONGHENAN GEOTECHNICAL TECH CO LTD
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