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CN202707085U - Tunnel lining water stopping belt clamp - Google Patents

Tunnel lining water stopping belt clamp Download PDF

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Publication number
CN202707085U
CN202707085U CN201220309600.2U CN201220309600U CN202707085U CN 202707085 U CN202707085 U CN 202707085U CN 201220309600 U CN201220309600 U CN 201220309600U CN 202707085 U CN202707085 U CN 202707085U
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CN
China
Prior art keywords
waterstop
steel plate
clamp
tunnel lining
capping
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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.)
Expired - Fee Related
Application number
CN201220309600.2U
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Chinese (zh)
Inventor
胡海龙
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CHINA REILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP NO6 ENGINEERING Co Ltd
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Third Engineering Co Ltd of China Railway 13th Bureau Group Co Ltd
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Priority to CN201220309600.2U priority Critical patent/CN202707085U/en
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Publication of CN202707085U publication Critical patent/CN202707085U/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Lining And Supports For Tunnels (AREA)

Abstract

一种隧道衬砌止水带夹具,主要包括封端钢板(1)、封端木板(2)、夹具单元(3),所述封端木板(2)置于封端钢板(1)的短端(6),封端钢板(1)的长端(7)通过螺栓(5)与夹具单元(3)连接;本实用新型特别提供的隧道衬砌止水带夹具,结构设计新颖,采用II型结构的止水单元代替传统的U型夹,能准确定位止水带(4),操作简单、便捷,成本低,内模使用固定尺寸的封端钢板(1),外膜使用封端木板(2)可现场调整模板长度,适用于各个围岩段,止水带(4)在砼浇筑过程中不变形,止水带(4)和混凝土紧密结合,使止水带(4)达到最好的止水效果。

Figure 201220309600

A tunnel lining waterstop clamp mainly includes an end-capping steel plate (1), an end-capping wooden plate (2), and a clamp unit (3). The end-capping wooden plate (2) is placed on the short end of the end-capping steel plate (1) (6), the long end (7) of the end-capping steel plate (1) is connected to the clamp unit (3) through bolts (5); the tunnel lining waterstop clamp specially provided by this utility model has a novel structural design and adopts a type II structure The waterstop unit replaces the traditional U-shaped clamp and can accurately position the waterstop (4). It is simple, convenient and low-cost to operate. The inner mold uses a fixed-size end-capping steel plate (1), and the outer membrane uses an end-capped wooden board (2). ) The length of the formwork can be adjusted on site and is suitable for each surrounding rock section. The waterstop (4) will not deform during the concrete pouring process. The waterstop (4) and the concrete are closely combined to achieve the best performance of the waterstop (4). Water-stopping effect.

Figure 201220309600

Description

A kind of tunnel lining waterstop anchor clamps
Technical field
The utility model relates to a kind of design of waterstop anchor clamps, is specifically related to a kind of tunnel lining waterstop anchor clamps.
Background technology
Waterproof drainage is particularly important in the constructing tunnel, is the critical process that determines the tunnel success or failure, and the construction quality of constuction joint waterstop (4) directly affects tunnel water proofing.Conventional method fixedly waterstop (4) adopts " U-shaped folder ", and waterstop (4) 90-degree bent is affixed on internal mold, easily causes waterstop (4) off normal in building the concrete process, and not placed in the middle, waterstop (4) is embedded in the concrete, affects waterproof effect.
The utility model content
Technical problem to be solved in the utility model is to overcome short, easily off normal, the defective such as cost is high, stagnant water effect is undesirable of the application life that existing waterstop anchor clamps exist.
The technical scheme that its timely problem that solves the utility model adopts is a kind of tunnel lining waterstop (4) anchor clamps, mainly comprise end-blocking steel plate (1), end-blocking plank (2), fixture unit (3), wherein, described 1, a kind of tunnel lining waterstop anchor clamps, it is characterized in that: described anchor clamps mainly comprise end-blocking steel plate (1), end-blocking plank (2), fixture unit (3), wherein, described end-blocking plank (2) places the short end (6) of end-blocking steel plate (1), and the long end (7) of end-blocking steel plate (1) is connected with fixture unit (3) by bolt (5).
Tunnel lining waterstop anchor clamps described in the utility model, wherein, described fixture unit (3) is П type structure.
Tunnel lining waterstop anchor clamps described in the utility model, wherein, described end-blocking steel plate (1) long end (7) is fixedly installed on the chassis by bolt (5) with fixture unit (3), it is 1 ∕ 2 of lining thickness that end-blocking steel plate (1) long end (7) is stretched out the outer length of chassis, waterstop (4) places in the groove of fixture unit (3), Φ 6 reinforcing bar jam-packs are used in space between groove and waterstop (4), prevent that waterstop in the concrete casting process (4) is moved.End-blocking plank (2) is close to waterstop (4) and is placed fixture unit (3) short end (6) to locate, and utilizes iron wire that end-blocking plank (2) and fixture unit (3) short end (6) colligation is firm, and end-blocking plank (2) length is adjusted according to on-the-spot lining thickness.
Tunnel lining waterstop anchor clamps described in the utility model, end-blocking steel plate (1) adopt the 10mm steel plate, and are connected with chassis, and firm welding arranges steel plate width according to the difference of Grades of Surrounding Rock, and steel plate width is for designing 1/2 of lining thickness.
Tunnel lining waterstop anchor clamps described in the utility model, end-blocking plank (2) adopts the 4cm plank, and the plank width passes through the on-the-spot installation of in-site measurement, and plank one end holds out against waterstop (4), and the other end holds out against a just face, and combination is closely between plank.
Tunnel lining waterstop anchor clamps described in the utility model, fixture unit (3) adopts the 7.5mm angle bar, and a side is fixed on the lining trolley, adopts bolt (5) to be fixedly connected with.Fixture unit (3) is near just propping up the anchor clamps of face one side than the little 4cm of anchor clamps of opposite side, in order to place end-blocking plank (2).
Tunnel lining waterstop anchor clamps described in the utility model, structure design is novel, adopt the sealing unit of П type structure to replace traditional U-shaped folder, energy is locating water-stopping band (4) accurately, simple to operate, convenient, cost is low, internal mold uses the end-blocking steel plate (1) of fixed dimension, adventitia uses end-blocking plank (2) can on-the-spotly adjust template length, be applicable to each country rock section, waterstop (4) is indeformable in the concrete casting process, and waterstop (4) and concrete are combined closely, and makes waterstop (4) reach best stagnant water effect.
Description of drawings
Fig. 1 is tunnel lining waterstop clamp structure schematic diagram;
Fig. 2 is the fixture unit structural representation;
Fig. 3 is that tunnel lining waterstop anchor clamps use state diagram.
Among Fig. 3,6-anti-floating jack.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail:
The described tunnel lining waterstop of present embodiment anchor clamps, as shown in Figure 1, 2, mainly comprise end-blocking steel plate (1), end-blocking plank (2), fixture unit (3), wherein, described 1, a kind of tunnel lining waterstop anchor clamps, it is characterized in that: described anchor clamps mainly comprise end-blocking steel plate (1), end-blocking plank (2), fixture unit (3), wherein, described end-blocking plank (2) places the short end (6) of end-blocking steel plate (1), and the long end (7) of end-blocking steel plate (1) is connected with fixture unit (3) by bolt (5).
The described tunnel lining waterstop of present embodiment anchor clamps, wherein, described fixture unit (3) is П type structure.
The described tunnel lining waterstop of present embodiment anchor clamps, wherein, described end-blocking steel plate (1) long end (7) is fixedly installed on the chassis by bolt (5) with fixture unit (3), it is 1 ∕ 2 of lining thickness that end-blocking steel plate (1) long end (7) is stretched out the outer length of chassis, waterstop (4) places in the groove of fixture unit (3), Φ 6 reinforcing bar jam-packs are used in space between groove and waterstop (4), prevent that waterstop in the concrete casting process (4) is moved.End-blocking plank (2) is close to waterstop (4) and is placed fixture unit (3) short end (6) to locate, and utilizes iron wire that end-blocking plank (2) and fixture unit (3) short end (6) colligation is firm, and end-blocking plank (2) length is adjusted according to on-the-spot lining thickness.
The described tunnel lining waterstop of present embodiment anchor clamps, end-blocking steel plate (1) adopt the 10mm steel plate, and are connected with chassis, and firm welding arranges steel plate width according to the difference of Grades of Surrounding Rock, and steel plate width is for designing 1/2 of lining thickness.
The described tunnel lining waterstop of present embodiment anchor clamps, end-blocking plank (2) adopts the 4cm plank, and the plank width passes through the on-the-spot installation of in-site measurement, and plank one end holds out against waterstop (4), and the other end holds out against a just face, and combination is closely between plank.
The described tunnel lining waterstop of present embodiment anchor clamps, fixture unit (3) adopts the 7.5mm angle bar, and a side is fixed on the lining trolley, adopts bolt (5) to be fixedly connected with.Fixture unit (3) is near just propping up the anchor clamps of face one side than the little 4cm of anchor clamps of opposite side, in order to place wooden form.
The above only is better embodiment of the present utility model, all any modifications of making within spirit of the present utility model and principle, is equal to and replaces and improvement etc., all should be included within the protection domain of the present utility model.

Claims (3)

1.一种隧道衬砌止水带夹具,其特征在于:所述夹具主要包括封端钢板(1)、封端木板(2)、夹具单元(3),其中,所述封端木板(2)置于封端钢板(1)的短端(6),封端钢板(1)的长端(7)通过螺栓(5)与夹具单元(3)连接。1. A clamp for tunnel lining waterstop, characterized in that: the clamp mainly includes a sealed steel plate (1), a sealed wooden board (2), and a clamp unit (3), wherein the sealed wooden board (2) Placed on the short end (6) of the end-sealed steel plate (1), the long end (7) of the end-sealed steel plate (1) is connected to the fixture unit (3) through bolts (5). 2.按照权利要求1所述隧道衬砌止水带夹具,其特征在于:所述夹具单元(3)是II型结构。2. The clamp for the tunnel lining waterstop according to claim 1, characterized in that: the clamp unit (3) is a type II structure. 3.按照权利要求1所述隧道衬砌止水带夹具,其特征在于:所述封端钢板(1)长端(7)与夹具单元(3)通过螺栓(5)固定设置在台车上,封端钢板(1)长端(7)伸出台车外的长度为衬砌厚度的1∕2。3. According to the clamp for tunnel lining waterstop according to claim 1, it is characterized in that: the long end (7) of the end-sealed steel plate (1) and the clamp unit (3) are fixed on the trolley by bolts (5), The length of the long end (7) of the end-sealing steel plate (1) protruding out of the trolley is 1∕2 of the thickness of the lining.
CN201220309600.2U 2012-06-28 2012-06-28 Tunnel lining water stopping belt clamp Expired - Fee Related CN202707085U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201220309600.2U CN202707085U (en) 2012-06-28 2012-06-28 Tunnel lining water stopping belt clamp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201220309600.2U CN202707085U (en) 2012-06-28 2012-06-28 Tunnel lining water stopping belt clamp

Publications (1)

Publication Number Publication Date
CN202707085U true CN202707085U (en) 2013-01-30

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Family Applications (1)

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CN201220309600.2U Expired - Fee Related CN202707085U (en) 2012-06-28 2012-06-28 Tunnel lining water stopping belt clamp

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof
CN109958463A (en) * 2019-05-13 2019-07-02 中交二公局第三工程有限公司 A positioning and installation device for tunnel secondary lining waterstop

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103422515A (en) * 2013-09-03 2013-12-04 衡水鑫盛达工程橡胶有限公司 Water stop belt and locating method thereof
CN109958463A (en) * 2019-05-13 2019-07-02 中交二公局第三工程有限公司 A positioning and installation device for tunnel secondary lining waterstop
CN109958463B (en) * 2019-05-13 2024-12-27 中交二公局第三工程有限公司 A positioning and installation device for tunnel secondary lining water stop

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C14 Grant of patent or utility model
GR01 Patent grant
C41 Transfer of patent application or patent right or utility model
TR01 Transfer of patent right

Effective date of registration: 20131203

Address after: 130033 No. 2138 East Ling Road, two district, Jilin, Changchun

Patentee after: CHINA RAILWAY 13TH BUREAU GROUP 6TH ENGINEERING COMPANY LIMITED

Address before: Fang Lan Road in Dongling District of Shenyang city of Liaoning Province, No. 60 110043

Patentee before: China Railway 13th Bureau Group The 3rd Enginnering Co., Ltd.

C56 Change in the name or address of the patentee

Owner name: CHINA RAILWAY BRIDGE ENGINEERING BUREAU GROUP SIXT

Free format text: FORMER NAME: CHINA RAILWAY NO. 13 ENGINEERING GROUP NO. 6 ENGINEERING CO., LTD.

CP01 Change in the name or title of a patent holder

Address after: 130033 No. 2138 East Ling Road, two district, Jilin, Changchun

Patentee after: CHINA REILWAY CONSTRUCTION BRIDGE ENGINEERING BUREAU GROUP NO.6 ENGINEERING CO., LTD.

Address before: 130033 No. 2138 East Ling Road, two district, Jilin, Changchun

Patentee before: CHINA RAILWAY 13TH BUREAU GROUP 6TH ENGINEERING COMPANY LIMITED

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130130

Termination date: 20170628