CN211421046U - Seepage-proofing and water-stopping structure for channel cofferdam equipment - Google Patents

Seepage-proofing and water-stopping structure for channel cofferdam equipment Download PDF

Info

Publication number
CN211421046U
CN211421046U CN201921305729.4U CN201921305729U CN211421046U CN 211421046 U CN211421046 U CN 211421046U CN 201921305729 U CN201921305729 U CN 201921305729U CN 211421046 U CN211421046 U CN 211421046U
Authority
CN
China
Prior art keywords
water
cofferdam
equipment
seepage
channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN201921305729.4U
Other languages
Chinese (zh)
Inventor
谢向荣
李蘅
彭旭
黄新磊
吴德绪
倪锦初
周嵩
陈智海
胡海荣
焦宝山
闫军
简兴昌
舒畅
汪桂林
吴前进
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changjiang Institute of Survey Planning Design and Research Co Ltd
China Harzone Industry Corp Ltd
Original Assignee
Changjiang Institute of Survey Planning Design and Research Co Ltd
China Harzone Industry Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Changjiang Institute of Survey Planning Design and Research Co Ltd, China Harzone Industry Corp Ltd filed Critical Changjiang Institute of Survey Planning Design and Research Co Ltd
Priority to CN201921305729.4U priority Critical patent/CN211421046U/en
Application granted granted Critical
Publication of CN211421046U publication Critical patent/CN211421046U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Revetment (AREA)

Abstract

本实用新型公布了一种用于渠道围堰设备防渗止水结构,所述的围堰设备(1)之间围成围堰区域(2),每侧所述的围堰设备(1)的迎水侧侧壁下部设置有水囊(3),所述的水囊(3)表面粘贴有链式胶带(8),所述的链式胶带(8)一端伸出并通过压板(4)和螺栓(6)与所述的围堰设备(1)固定;相邻壁面的所述的水囊(3)之间通过所述的拉链式胶垫(7)连接。它克服了现有技术中围堰底部设置的橡胶与渠底频繁接触摩擦,造成橡胶提前老化或损坏,整体影响防渗止水效果的缺点,具有利用水压使水囊紧贴渠底,避免了与渠道的擦碰而造成的损坏,使用寿命可长达10年的优点。

Figure 201921305729

The utility model discloses an anti-seepage and water-stopping structure for channel cofferdam equipment, wherein a cofferdam area (2) is enclosed between the cofferdam equipment (1), and the cofferdam equipment (1) on each side A water bag (3) is arranged on the lower part of the side wall of the water-facing side of the water bag, and a chain tape (8) is pasted on the surface of the water bag (3), and one end of the chain tape (8) protrudes and passes through the pressing plate (4). ) and bolts (6) are fixed with the cofferdam equipment (1); the water bladders (3) on the adjacent walls are connected by the zipper-type rubber pad (7). It overcomes the shortcomings of the prior art that the rubber arranged at the bottom of the cofferdam frequently contacts and rubs against the canal bottom, which causes the rubber to be aged or damaged in advance, and affects the overall effect of anti-seepage and water-stopping. In order to avoid the damage caused by the friction with the channel, the service life can be as long as 10 years.

Figure 201921305729

Description

一种用于渠道围堰设备防渗止水结构An anti-seepage and water-proof structure for channel cofferdam equipment

技术领域technical field

本实用新型涉及到水利工程挡水技术领域,更加具体地是一种用于渠道围堰设备防渗止水结构。The utility model relates to the technical field of water retaining in water conservancy projects, in particular to an anti-seepage water-stopping structure for channel cofferdam equipment.

背景技术Background technique

对于围堰止水,目前有重力式止水及锚固式止水两种方式;重力式止水采用的是在钢围堰设备底部设置一层水密橡胶,当围堰沉底后,通过上层围堰自身重量挤压橡胶与渠道底部压紧达到防渗止水效果。锚固式止水中水囊或气囊同时作为围堰主体与止水结构,通过在渠底预设基座,并利用锚固装置将囊体固定于基座上,与渠底紧密连接,达到止水效果。For the cofferdam water stop, there are currently two methods: gravity water stop and anchored water stop; gravity water stop adopts a layer of watertight rubber at the bottom of the steel cofferdam equipment. When the cofferdam sinks to the bottom, it passes through the upper containment. The weight of the weir squeezes the rubber and presses the bottom of the channel to achieve the effect of preventing seepage and preventing water. The anchored water-stop water bag or air bag serves as the main body of the cofferdam and the water-stop structure at the same time. By presetting the base at the bottom of the canal, and using the anchoring device to fix the bag body on the base, it is closely connected with the canal bottom to achieve the water-stop effect. .

对于渠道内围堰设备的防渗止水情况,上述两种方式均存在一定的问题和缺点:For the seepage and water prevention of the cofferdam equipment in the channel, the above two methods have certain problems and shortcomings:

①、采用重力式止水方式时,由于围堰底部橡胶同时起到支撑作用,需选用硬质橡胶,压缩量小于30%,但是受渠道衬砌板施工影响,现有技术中的渠底存在不平整、局部错台等缺陷,高差可达1cm,橡胶压缩量无法处理渠底存在缺陷情况,会造成橡胶损坏。①. When the gravity water stop method is adopted, since the rubber at the bottom of the cofferdam plays a supporting role at the same time, hard rubber needs to be selected, and the compression amount is less than 30%. Defects such as leveling and partial misalignment, the height difference can reach 1cm, and the rubber compression cannot handle the defects at the bottom of the canal, which will cause rubber damage.

②、重力式止水一般运用于水深3m范围内,对于更大水深,围堰底部橡胶会受到水的压强增大,会使橡胶发生横向变形,且影响止水效果又对橡胶造成损坏。②. Gravity water stop is generally used in the water depth range of 3m. For larger water depth, the rubber at the bottom of the cofferdam will be increased by the pressure of the water, which will cause the rubber to deform laterally, and affect the water stop effect and cause damage to the rubber.

③、重力式止水围堰底部设置的橡胶与渠底频繁接触摩擦,造成橡胶提前老化或损坏,整体影响防渗止水效果。③. The rubber set at the bottom of the gravity-type water-stop cofferdam frequently contacts and rubs against the canal bottom, which causes the rubber to age or damage in advance, which affects the overall effect of anti-seepage and water-stopping.

④、采用锚固式止水方式时,需要将基座预设于渠底衬砌板内,对衬砌板进行改造,而多数引水渠衬砌板不容破坏,此时锚固式止水方式并不适用。④. When the anchored water stop method is adopted, the base needs to be preset in the lining board at the bottom of the canal, and the lining board should be reconstructed. However, most of the lining boards of the diversion canal cannot be damaged, and the anchored water stop method is not applicable at this time.

⑤、锚固止水方式囊体即充当围堰结构,而水囊或气囊的大小有限,直径一般小于2m,故此种止水方式水深要求一般小于2m,适用面较窄。⑤. The water-stopping method of anchoring the bag body acts as a cofferdam structure, and the size of the water bag or air bag is limited, and the diameter is generally less than 2m, so the water depth of this water-stop method is generally less than 2m, and the applicable surface is narrow.

发明内容SUMMARY OF THE INVENTION

本实用新型的目的在于克服上述背景技术的不足之处,而提出一种用于渠道围堰设备防渗止水结构。The purpose of the present utility model is to overcome the shortcomings of the above-mentioned background technology, and propose a seepage-proof and water-stopping structure for channel cofferdam equipment.

本实用新型的目的是通过如下技术方案来实施的:一种用于渠道围堰设备防渗止水结构,它包括围堰设备、围堰区域、水囊、压板、连接胶带、螺栓、拉链式胶垫、链式胶带和承压块;The purpose of this utility model is implemented through the following technical solutions: an anti-seepage and water-stopping structure for channel cofferdam equipment, which includes cofferdam equipment, a cofferdam area, a water bladder, a pressure plate, a connecting tape, bolts, a zipper type Rubber pads, chain tapes and bearing blocks;

所述的围堰设备之间围成围堰区域,每侧所述的围堰设备的迎水侧侧壁下部设置有水囊,所述的水囊表面粘贴有链式胶带,所述的链式胶带一端伸出并通过压板和螺栓与所述的围堰设备固定;The cofferdam equipment is surrounded by a cofferdam area, and a water bag is provided at the lower part of the side wall of the water-facing side of the cofferdam equipment on each side. One end of the type tape sticks out and is fixed with the cofferdam equipment by pressing plates and bolts;

相邻壁面的所述的水囊之间通过所述的拉链式胶垫连接。The water bladders on the adjacent wall surfaces are connected by the zipper-type rubber pad.

在上述技术方案中:所述的围堰设备底部与渠道衬砌板之间间隔布置有承压块。In the above technical solution: a pressure-bearing block is arranged at intervals between the bottom of the cofferdam equipment and the channel lining plate.

在上述技术方案中:所述的围堰设备可拼接成“U”形或“┗┛”形的一端开口的形式,亦或“□”形全封闭的形式;所述的水囊有3个或4 个。In the above technical solution: the cofferdam equipment can be spliced into a "U" shape or a "┗┛" shape with one end open, or a "□" shape fully closed; the water bladder has three or 4.

本实用新型具有如下优点:①、本实用新型以注水水囊作为止水结构,外形具有较高的流动性,对于渠底1cm高差的缺陷,水囊可适应其形状达到防渗止水作用。The utility model has the following advantages: 1. The utility model uses the water-filled water bladder as the water-stopping structure, and the shape has high fluidity. For the defect of the 1cm height difference at the bottom of the canal, the water bladder can adapt to its shape to achieve the effect of preventing seepage and preventing water. .

②、本实用新型采用钢结构制作而成的围堰设备,水囊固定于围堰侧面,提供围堰与渠底接触部位的防渗止水作用,不会因水压造成的形变而影响止水效果。2. The utility model adopts the cofferdam equipment made of steel structure, and the water bladder is fixed on the side of the cofferdam to provide the anti-seepage and water-stop effect of the contact part between the cofferdam and the bottom of the canal, and will not be affected by the deformation caused by the water pressure. water effect.

③、本实用新型水囊不受围堰设备的挤压,利用水压使水囊紧贴渠底,避免了与渠道的擦碰而造成的损坏,使用寿命可长达10年。3. The water bag of the utility model is not squeezed by the cofferdam equipment, and uses the water pressure to make the water bag close to the bottom of the canal, avoiding damage caused by rubbing against the canal, and the service life can be as long as 10 years.

④、本实用新型水囊通过螺栓铆固于围堰结构上,连接点较少,安装及拆卸方便,水囊可通过软管连接压载泵,直接充水或抽水,整个过程操作简便。4. The water bladder of the utility model is riveted to the cofferdam structure by bolts, with few connection points, convenient installation and disassembly.

⑤、本实用新型水囊材料可采用聚四氟乙烯,具有优异的耐腐蚀性,良好的弹性和密封性,强度高,适用于较深的水位。⑤ The water bladder material of the utility model can be made of polytetrafluoroethylene, which has excellent corrosion resistance, good elasticity and tightness, high strength, and is suitable for deep water levels.

附图说明Description of drawings

图1为本实用新型围堰设备水囊止水结构截面图。Figure 1 is a cross-sectional view of the water-stop structure of the water bladder of the cofferdam equipment of the present invention.

图2为本实用新型中水囊固定方式结构示意图。FIG. 2 is a schematic structural diagram of the fixing mode of the water bladder in the utility model.

图3为本实用新型中水囊连接部位止水结构示意图。Figure 3 is a schematic diagram of the water stop structure of the water bladder connection part in the utility model.

图4为本实用新型中围堰设备承压块结构示意图。Figure 4 is a schematic structural diagram of the pressure-bearing block of the cofferdam equipment in the utility model.

图中:围堰设备1、围堰区域2、水囊3、压板4、连接胶带5、螺栓6、拉链式胶垫7、链式胶带8、承压块9。In the figure: cofferdam equipment 1, cofferdam area 2, water bladder 3, pressure plate 4, connecting tape 5, bolt 6, zipper pad 7, chain tape 8, pressure-bearing block 9.

具体实施方式Detailed ways

下面结合附图详细说明本实用新型的实施情况,但它们并不构成对本实用新型的限定,仅作举例而已;同时通过说明对本实用新型的优点将变得更加清楚和容易理解。The implementation of the present utility model will be described in detail below in conjunction with the accompanying drawings, but they do not constitute a limitation to the present utility model, but are only examples; meanwhile, the advantages of the present utility model will become clearer and easier to understand through the description.

参照图1-4所示:一种用于渠道围堰设备防渗止水结构,它包括围堰设备1、围堰区域2、水囊3、压板4、连接胶带5、螺栓6、拉链式胶垫7、链式胶带8和承压块9;Referring to Figures 1-4: an anti-seepage and water-proof structure for channel cofferdam equipment, which includes cofferdam equipment 1, cofferdam area 2, water bladder 3, pressure plate 4, connecting tape 5, bolt 6, zipper type Rubber pad 7, chain tape 8 and pressure block 9;

所述的围堰设备1之间围成围堰区域2,每侧所述的围堰设备1的迎水侧侧壁下部设置有水囊3,所述的水囊3表面粘贴有链式胶带8,所述的链式胶带8一端伸出并通过压板4和螺栓6与所述的围堰设备1固定;The cofferdam equipment 1 is surrounded by a cofferdam area 2, a water bladder 3 is provided on the lower part of the side wall of the water-facing side of the cofferdam equipment 1 on each side, and the surface of the water bladder 3 is pasted with a chain tape 8. One end of the chain tape 8 stretches out and is fixed with the cofferdam equipment 1 through the pressing plate 4 and the bolt 6;

相邻壁面的所述的水囊3之间通过所述的拉链式胶垫7连接。The water bladders 3 on adjacent walls are connected by the zipper-type rubber pad 7 .

所述的围堰设备1底部与渠道衬砌板之间间隔布置有承压块9。A pressure-bearing block 9 is arranged at intervals between the bottom of the cofferdam equipment 1 and the channel lining plate.

所述的围堰设备1可拼接成“U”形或“┗┛”形的一端开口的形式,亦或“□”形全封闭的形式;所述的水囊3有3个或4个。The cofferdam equipment 1 can be spliced into a "U" shape or a "┗┛" shape with one end open, or a "□" shape fully closed; the water bladders 3 have three or four.

参照图1- 4 所示:本实用新型技术方案具体使用过程如下所示:Referring to Figures 1-4, the specific use process of the technical solution of the present utility model is as follows:

①、借助吊车在水上对围堰设备1进行安装,此围堰设备1为一端开口的“┗┛”形,需要安装3个水囊3。①. Install the cofferdam equipment 1 on the water with the help of a crane. The cofferdam equipment 1 is in the shape of "┗┛" with one end open, and three water bladders 3 need to be installed.

②、在围堰设备1侧壁安装水囊3,将压板4、水囊3和连接胶带5的孔位对准,通过螺栓6与围堰设备1侧壁拧紧固定。②. Install the water bladder 3 on the side wall of the cofferdam equipment 1, align the holes of the pressure plate 4, the water bladder 3 and the connecting tape 5, and tighten and fix it with the side wall of the cofferdam equipment 1 through the bolts 6.

③、相邻的两侧所述的水囊3之间的接触部位采用拉链式胶垫7分别与水囊1上设置的一圈链式胶带8连接,拉链式胶垫7宽度略大于水囊3之间间隙,当水囊3没入水中,拉链式胶垫7受水压影响与水囊3紧贴,将缝隙填满达到水密密封效果。3. The contact parts between the water bladders 3 described on the adjacent two sides are connected with a circle of chain adhesive tapes 8 provided on the water bladder 1 by zipper-type rubber pads 7, and the width of the zipper-type rubber pads 7 is slightly larger than that of the water bladder. 3, when the water bladder 3 is submerged in the water, the zipper-type rubber pad 7 is closely attached to the water bladder 3 under the influence of water pressure, and the gap is filled to achieve a watertight sealing effect.

④、利用压载泵对各水囊3进行充水,水囊3鼓起。④. Use the ballast pump to fill the water bladders 3 with water, and the water bladders 3 are inflated.

⑤、将所述的围堰设备1移至指定所述的围堰区域2,所述的围堰设备 1沉底就位。⑤. Move the cofferdam equipment 1 to the designated cofferdam area 2, and the cofferdam equipment 1 sinks into place.

⑥、对围堰区域2抽水,水囊3通过围堰设备1底部间隔布置的承压块9 与围堰区域2联通,所述的围堰设备1内侧和外侧形成负压,水囊3被压紧达到防渗止水效果。⑥. Pump water to the cofferdam area 2, and the water bladder 3 is communicated with the cofferdam area 2 through the pressure-bearing blocks 9 arranged at intervals at the bottom of the cofferdam equipment 1. The inner and outer sides of the cofferdam equipment 1 form negative pressure, and the water bladder 3 is blocked. Compression to achieve anti-seepage and water-proof effect.

上述未详细说明的部分均为现有技术。The parts not described in detail above are all prior art.

Claims (3)

1.一种用于渠道围堰设备防渗止水结构,其特征在于:它包括围堰设备(1)、围堰区域(2)、水囊(3)、压板(4)、连接胶带(5)、螺栓(6)、拉链式胶垫(7)、链式胶带(8)和承压块(9);1. an anti-seepage and water-stop structure for channel cofferdam equipment, characterized in that: it comprises cofferdam equipment (1), a cofferdam area (2), a water bladder (3), a pressure plate (4), a connecting tape ( 5), bolts (6), zipper pads (7), chain tapes (8) and pressure blocks (9); 所述的围堰设备(1)之间围成围堰区域(2),每侧所述的围堰设备(1)的迎水侧侧壁下部设置有水囊(3),所述的水囊(3)表面粘贴有链式胶带(8),所述的链式胶带(8)一端伸出并通过压板(4)和螺栓(6)与所述的围堰设备(1)固定;A cofferdam area (2) is enclosed between the cofferdam devices (1), and a water bladder (3) is provided at the lower part of the side wall of the water-facing side of the cofferdam device (1) on each side. A chain tape (8) is attached to the surface of the bag (3), and one end of the chain tape (8) protrudes and is fixed to the cofferdam device (1) by a pressing plate (4) and a bolt (6); 相邻壁面的所述的水囊(3)之间通过所述的拉链式胶垫(7)连接。The water bladders (3) on the adjacent wall surfaces are connected by the zipper-type rubber pad (7). 2.根据权利要求1所述的一种用于渠道围堰设备防渗止水结构,其特征在于:所述的围堰设备(1)底部与渠道衬砌板之间间隔布置有承压块(9)。2. A seepage-proof and water-stopping structure for channel cofferdam equipment according to claim 1, characterized in that: a pressure-bearing block ( 9). 3.根据权利要求1或2所述的一种用于渠道围堰设备防渗止水结构,其特征在于:所述的围堰设备(1)可拼接成“U”形或“┗┛”形的一端开口的形式,亦或“□”形全封闭的形式;所述的水囊(3)有3个或4个。3. A seepage-proof and water-stop structure for channel cofferdam equipment according to claim 1 or 2, characterized in that: the cofferdam equipment (1) can be spliced into a "U" shape or "┗┛" One end of the shape is open, or the "□" shape is completely closed; the water bladder (3) has three or four.
CN201921305729.4U 2019-08-12 2019-08-12 Seepage-proofing and water-stopping structure for channel cofferdam equipment Active CN211421046U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921305729.4U CN211421046U (en) 2019-08-12 2019-08-12 Seepage-proofing and water-stopping structure for channel cofferdam equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921305729.4U CN211421046U (en) 2019-08-12 2019-08-12 Seepage-proofing and water-stopping structure for channel cofferdam equipment

Publications (1)

Publication Number Publication Date
CN211421046U true CN211421046U (en) 2020-09-04

Family

ID=72250899

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921305729.4U Active CN211421046U (en) 2019-08-12 2019-08-12 Seepage-proofing and water-stopping structure for channel cofferdam equipment

Country Status (1)

Country Link
CN (1) CN211421046U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110552325A (en) * 2019-08-12 2019-12-10 长江勘测规划设计研究有限责任公司 Seepage-proofing and water-stopping structure for channel cofferdam equipment

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110552325A (en) * 2019-08-12 2019-12-10 长江勘测规划设计研究有限责任公司 Seepage-proofing and water-stopping structure for channel cofferdam equipment
CN110552325B (en) * 2019-08-12 2024-02-09 长江勘测规划设计研究有限责任公司 Be used for channel cofferdam equipment prevention of seepage stagnant water structure

Similar Documents

Publication Publication Date Title
CN211421046U (en) Seepage-proofing and water-stopping structure for channel cofferdam equipment
CN210890520U (en) A kind of pipeline for water conservancy project
CN212223772U (en) A steel caisson water stop device for channel concrete defect treatment
CN211172025U (en) Quick plugging device of steel hanging box bottom plate
CN203271768U (en) Secondary shield tunnel lining and pouring device
CN110552325A (en) Seepage-proofing and water-stopping structure for channel cofferdam equipment
CN202519632U (en) Anchoring device for dam bag of rubber dam
CN206267201U (en) Uplift is than surveying device
CN205711987U (en) A kind of water conservancy and hydropower open-close type gate
CN209144845U (en) A kind of monoblock type cofferdam can be quickly in place and removed
CN203628052U (en) Large-diameter pipeline wall penetrating sealing flexible connection structure
CN202401433U (en) Lateral water stop structure of cambered operating gate of scouring sluice
CN211821287U (en) Interim trapping devices of city water supply pipe
CN105421299B (en) Water gate with hydraulic closure and method of use thereof
CN111456048B (en) A construction method for underwater operation of channel defect treatment
CN221723710U (en) A pipeline repair device with double rubber strip seal
LU602097B1 (en) A large-span cultural relic aqueduct shell groove seepage prevention reinforcement structure
CN203163951U (en) Check valve connecting part sealing performance simulation testing device
CN221029949U (en) A hydraulic structure expansion joint repair device
CN223824209U (en) Water conservancy construction cofferdam device
CN211083270U (en) Boiler pipeline sealing peripheral equipment for special equipment detection
CN221743409U (en) A sealing structure for water supply and drainage pipe
CN217352414U (en) A connecting piece between underground continuous walls
CN222206213U (en) Enclosed rubber water stop structure
CN221798337U (en) Novel anchoring structure for anchoring rubber dam

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant