CN204826712U - Can cut a hole underground continuous wall structure of removing fast - Google Patents

Can cut a hole underground continuous wall structure of removing fast Download PDF

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Publication number
CN204826712U
CN204826712U CN201520437684.1U CN201520437684U CN204826712U CN 204826712 U CN204826712 U CN 204826712U CN 201520437684 U CN201520437684 U CN 201520437684U CN 204826712 U CN204826712 U CN 204826712U
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China
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diaphragm wall
hole
expansion
wall structure
construction
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CN201520437684.1U
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Chinese (zh)
Inventor
李俊锋
李国军
孟涛
张延杰
李潇
郭振方
岳康
卜祯
苗永军
闫亚鹏
赵大龙
牛振锋
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China Railway No 3 Engineering Group Co Ltd
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China Railway No 3 Engineering Group Co Ltd
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Abstract

The utility model discloses a can cut a hole underground continuous wall structure of removing fast, including setting up a plurality of inflation holes on the diaphragm wall body, between each hole site two rows of main muscle on the diaphragm wall body that expand, each downthehole filling out of expanding is equipped with noiseless swelling agent. This can cut a hole underground continuous wall structure of removing fast sets up a plurality of inflation holes along the diaphragm wall body to at inflation downthehole packing noiseless swelling agent, carrying out the diaphragm wall chisel when removing, produce stress to inflation hole pore wall through noiseless swelling agent and water mixture, thus on the diaphragm wall feather checking, convenient quick chisel removes the diaphragm wall, is favorable to improving the efficiency of construction that the diaphragm wall chisel removed, and reduces the dust that the construction produced, reduces environmental pollution, this utility model is used for constructing the construction structures field.

Description

一种可快速凿除的地下连续墙结构An Underground Diaphragm Wall Structure That Can Be Chiseled Quickly

技术领域 technical field

本实用新型涉及建筑施工结构领域,特别是涉及一种可快速凿除的地下连续墙结构。 The utility model relates to the field of building construction structures, in particular to an underground continuous wall structure that can be chiseled out quickly.

背景技术 Background technique

目前,在围护结构地下连续墙墙头凿除过程中,传统施工工艺采用风炮人工凿除,凿除过程中,噪音、粉尘污染严重,对作业人员身体伤害较大,同时对周边环境造成较大影响,且风炮机耗电量较大,施工效率低下,整个过程比较繁琐、耗力、耗时。特别是繁华闹市容易引起市民投诉,造成较坏的社会影响,且成本较高。 At present, in the process of chiseling the head of the diaphragm wall of the enclosure structure, the traditional construction technology adopts manual chiseling with jackhammers. During the chiseling process, the noise and dust pollution are serious, causing great harm to the workers and causing serious damage to the surrounding environment. Great impact, and the power consumption of the wind gun machine is large, the construction efficiency is low, and the whole process is cumbersome, labor-intensive, and time-consuming. Especially in the bustling city, it is easy to cause complaints from citizens, resulting in bad social impact, and the cost is high.

实用新型内容 Utility model content

为解决上述问题,本实用新型提供一种可提高施工效率,且能降低施工成本、减少环境污染的可快速凿除的地下连续墙结构。 In order to solve the above problems, the utility model provides an underground diaphragm wall structure that can be quickly chiseled away, which can improve construction efficiency, reduce construction cost, and reduce environmental pollution.

本实用新型解决其技术问题所采用的技术方案是: The technical scheme that the utility model solves its technical problem adopts is:

一种可快速凿除的地下连续墙结构,包括设置于连续墙本体上的若干膨胀孔,各膨胀孔位于连续墙本体上的两排主筋间,各膨胀孔内填设有无声膨胀剂。 An underground diaphragm wall structure that can be quickly chiseled out includes a plurality of expansion holes arranged on the diaphragm wall body. Each expansion hole is located between two rows of main ribs on the diaphragm wall body. Silent expansion agents are filled in each expansion hole.

进一步作为本实用新型技术方案的改进,两排主筋间设有至少两排膨胀孔,各膨胀孔并列设置。 As a further improvement of the technical solution of the utility model, at least two rows of expansion holes are arranged between the two rows of main ribs, and each expansion hole is arranged side by side.

进一步作为本实用新型技术方案的改进,各膨胀孔与各主筋所在位置间隔设置,两相邻的膨胀孔间的孔间距为200mm,各膨胀孔的孔直径为40cm。 Further as an improvement of the technical solution of the utility model, each expansion hole is spaced apart from each main rib, the hole spacing between two adjacent expansion holes is 200 mm, and the hole diameter of each expansion hole is 40 cm.

进一步作为本实用新型技术方案的改进,无声膨胀剂与水混合后可调为流动装浆体,流动状浆体结晶后能对孔壁产生径向压应力和环向拉应力。 As a further improvement of the technical solution of the utility model, the silent expansion agent can be adjusted into a flowable slurry after being mixed with water, and the flowable slurry can generate radial compressive stress and circumferential tensile stress on the hole wall after crystallization.

本实用新型的有益效果:此可快速凿除的地下连续墙结构沿连续墙本体设置若干膨胀孔,并在膨胀孔内填充无声膨胀剂,在进行连续墙凿除时,通过无声膨胀剂与水混合对膨胀孔孔壁产生应力,从而在连续墙上产生裂缝,方便快速凿除连续墙,有利于提高连续墙凿除的施工效率,并减少施工产生的粉尘,减少环境污染。 Beneficial effects of the utility model: the underground diaphragm wall structure that can be chiseled quickly is provided with a number of expansion holes along the diaphragm body, and the expansion holes are filled with a silent expansion agent. Mixing produces stress on the wall of the expansion hole, thereby creating cracks on the diaphragm wall, which facilitates the rapid removal of the diaphragm wall, improves the construction efficiency of the diaphragm wall removal, reduces the dust generated during construction, and reduces environmental pollution.

附图说明 Description of drawings

下面结合附图对本实用新型作进一步说明: Below in conjunction with accompanying drawing, the utility model is further described:

图1是本实用新型实施例整体结构俯视图; Fig. 1 is a top view of the overall structure of the utility model embodiment;

图2是本实用新型实施例整体结构主视图。 Fig. 2 is a front view of the overall structure of the embodiment of the utility model.

具体实施方式 Detailed ways

参照图1、图2,本实用新型为一种可快速凿除的地下连续墙结构,包括设置于连续墙本体1上的若干膨胀孔2,各膨胀孔2位于连续墙本体1上的两排主筋11间,各膨胀孔2内填设有无声膨胀剂。 Referring to Fig. 1 and Fig. 2, the utility model is an underground diaphragm wall structure that can be quickly chiseled out, including a plurality of expansion holes 2 arranged on the diaphragm wall body 1, and each expansion hole 2 is located in two rows on the diaphragm wall body 1 There are 11 main ribs, and each expansion hole 2 is filled with a silent expansion agent.

此可快速凿除的地下连续墙结构沿连续墙本体1设置若干膨胀孔2,并在膨胀孔2内填充无声膨胀剂,在进行连续墙凿除时,通过无声膨胀剂与水混合对膨胀孔2的孔壁产生应力,从而在连续墙上产生裂缝,方便快速凿除连续墙,有利于提高连续墙凿除的施工效率,并减少施工产生的粉尘,减少环境污染。 This fast chiseling underground diaphragm wall structure is provided with a number of expansion holes 2 along the diaphragm wall body 1, and the expansion holes 2 are filled with a silent expansion agent. The hole wall of 2 produces stress, thereby producing cracks on the diaphragm wall, which is convenient for quickly removing the diaphragm wall, is conducive to improving the construction efficiency of diaphragm wall removal, and reduces the dust generated during construction and reduces environmental pollution.

作为本实用新型优选的实施方式,两排主筋11间设有至少两排膨胀孔2,各膨胀孔2并列设置。 As a preferred embodiment of the present invention, at least two rows of expansion holes 2 are arranged between two rows of main ribs 11 , and each expansion hole 2 is arranged side by side.

作为本实用新型优选的实施方式,各膨胀孔2与各主筋11所在位置间隔设置,两相邻的膨胀孔2间的孔间距为200mm,各膨胀孔2的孔直径为40cm。 As a preferred embodiment of the present invention, each expansion hole 2 is spaced apart from each main rib 11, the hole spacing between two adjacent expansion holes 2 is 200 mm, and the hole diameter of each expansion hole 2 is 40 cm.

作为本实用新型优选的实施方式,无声膨胀剂与水混合后可调为流动装浆体,流动状浆体结晶后能对孔壁产生径向压应力和环向拉应力。 As a preferred embodiment of the present invention, the silent expansion agent can be adjusted into a flowable slurry after being mixed with water, and the flowable slurry can generate radial compressive stress and hoop tensile stress on the hole wall after crystallization.

在地下连续墙的两排主筋中间布设两排膨胀孔,填充无声膨胀剂,膨胀孔2的孔位与地下连续墙的主筋错开,且膨胀孔2的孔位间距与主筋间距相同。 Two rows of expansion holes are arranged in the middle of the two rows of main reinforcement of the underground diaphragm wall, filled with silent expansion agent, the hole positions of the expansion holes 2 are staggered from the main reinforcement of the underground diaphragm wall, and the hole spacing of the expansion hole 2 is the same as that of the main reinforcement.

膨胀孔2采用手提式凿岩机进行钻孔,钻孔深度至冠梁底部标高。在进行地下连续墙凿除时,使得膨胀孔2内的膨胀剂与水混合充分反应,地下连续墙墙头欲裂效果显著,采用人工风镐能够较快凿除,达到快速高效环保施工。 The expansion hole 2 is drilled with a portable rock drill, and the drilling depth reaches the elevation of the bottom of the crown beam. When the underground diaphragm wall is chiseled, the expansion agent in the expansion hole 2 is mixed with water to fully react, and the effect of cracking the top of the underground diaphragm wall is remarkable, and the manual jack can be used to chisel it out quickly, achieving fast, efficient and environmentally friendly construction.

通过此地下连续墙结构进行墙头快速环保凿除施工,提高了施工效率,节约了能源,加快了施工进度,有利于产生了良好的经济效益。 The fast and environment-friendly excavation construction of the wall head is carried out through the underground diaphragm wall structure, which improves the construction efficiency, saves energy, accelerates the construction progress, and is beneficial to generate good economic benefits.

同时,减少了地下连续墙墙头凿除过程中的噪音、粉尘污染,确保了施工人员的身体健康,同时避免了周边市民投诉的产生。施工过程中采用了新技术、新工艺、保证了工程质量、进度和成本的和谐统一,赢得了监管部门和业主的广泛赞誉,取得了良好的社会效益。 At the same time, it reduces the noise and dust pollution in the process of chiseling the top of the underground diaphragm wall, ensures the health of construction workers, and avoids complaints from surrounding citizens. During the construction process, new technologies and processes were adopted to ensure the harmony and unity of project quality, progress and cost, which won wide acclaim from the regulatory authorities and owners, and achieved good social benefits.

当然,本发明创造并不局限于上述实施方式,熟悉本领域的技术人员在不违背本实用新型精神的前提下还可作出等同变形或替换,这些等同的变型或替换均包含在本申请权利要求所限定的范围内。 Of course, the present invention is not limited to the above-mentioned embodiments. Those skilled in the art can also make equivalent modifications or replacements without violating the spirit of the present utility model. These equivalent modifications or replacements are all included in the claims of this application. within the limited range.

Claims (4)

1.一种可快速凿除的地下连续墙结构,其特征在于:包括设置于连续墙本体(1)上的若干膨胀孔(2),各所述膨胀孔(2)位于连续墙本体(1)上的两排主筋(11)间,各所述膨胀孔(2)内填设有无声膨胀剂。 1. An underground diaphragm wall structure that can be quickly chiseled out, characterized in that: it includes a number of expansion holes (2) arranged on the diaphragm wall body (1), and each of the expansion holes (2) is located at the diaphragm wall body (1 ) between the two rows of main ribs (11), each expansion hole (2) is filled with a silent expansion agent. 2.根据权利要求1所述的可快速凿除的地下连续墙结构,其特征在于:两排所述主筋(11)间设有至少两排膨胀孔(2),各所述膨胀孔(2)并列设置。 2. The rapidly chisellable underground diaphragm wall structure according to claim 1, characterized in that: at least two rows of expansion holes (2) are arranged between two rows of said main bars (11), and each of said expansion holes (2 ) set in parallel. 3.根据权利要求2所述的可快速凿除的地下连续墙结构,其特征在于:各所述膨胀孔(2)与各主筋(11)所在位置间隔设置,两相邻的所述膨胀孔(2)间的孔间距为200mm,各所述膨胀孔(2)的孔直径为40cm。 3. The rapidly chisellable underground diaphragm wall structure according to claim 2, characterized in that: each expansion hole (2) is spaced apart from each main reinforcement (11), and two adjacent expansion holes The hole spacing between (2) is 200mm, and the hole diameter of each expansion hole (2) is 40cm. 4.根据权利要求1~3中任意一条所述的可快速凿除的地下连续墙结构,其特征在于:所述无声膨胀剂与水混合后可调为流动装浆体,所述流动状浆体结晶后能对孔壁产生径向压应力和环向拉应力。 4. The rapidly chisellable underground diaphragm wall structure according to any one of claims 1 to 3, characterized in that: the silent expansion agent can be adjusted into a flowable slurry after being mixed with water, and the flowable slurry After crystallization, it can produce radial compressive stress and hoop tensile stress on the hole wall.
CN201520437684.1U 2015-06-23 2015-06-23 Can cut a hole underground continuous wall structure of removing fast Expired - Lifetime CN204826712U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107829426A (en) * 2017-12-13 2018-03-23 广西大学 A kind of restructuring bankrupt of diaphram wall, forming method and its top of a wall part

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107829426A (en) * 2017-12-13 2018-03-23 广西大学 A kind of restructuring bankrupt of diaphram wall, forming method and its top of a wall part

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