CN202391435U - Vertical buried type water stop clamp of inverted arch - Google Patents

Vertical buried type water stop clamp of inverted arch Download PDF

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Publication number
CN202391435U
CN202391435U CN201120522603XU CN201120522603U CN202391435U CN 202391435 U CN202391435 U CN 202391435U CN 201120522603X U CN201120522603X U CN 201120522603XU CN 201120522603 U CN201120522603 U CN 201120522603U CN 202391435 U CN202391435 U CN 202391435U
Authority
CN
China
Prior art keywords
water stop
inverted arch
strip
long
clamping plates
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.)
Expired - Fee Related
Application number
CN201120522603XU
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Chinese (zh)
Inventor
张江卫
李五红
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.)
Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Original Assignee
Second Engineering Co Ltd of China Railway 12th Bureau Group Co 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 Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd filed Critical Second Engineering Co Ltd of China Railway 12th Bureau Group Co Ltd
Priority to CN201120522603XU priority Critical patent/CN202391435U/en
Application granted granted Critical
Publication of CN202391435U publication Critical patent/CN202391435U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to the field of construction of a vertical water stop of a tunnel inverted arch, and particularly relates to a vertical buried type water stop clamp of an inverted arch, solving the problems that the existing vertical type water stop of the inverted arch mostly adopts a steel bar clip to fix, the construction cost is high, the appearance quality of the water stop is poor and the like. The vertical buried type water stop clamp comprises two long-strip-shaped positioning clamping plates which are movably spliced together; one ends of the long-strip-shaped positioning clamping plates are placed on an inverted arch surface and the other ends of the long-strip-shaped positioning clamping plates are fixed with a mould clamping groove of the inverted arch end; reversed type U-shaped clips are arranged above the two long-strip-shaped positioning clamping plates at intervals; the outer sides of the two long-strip-shaped positioning clamping plates are provided with positioning nuts with inner screw threads; and positioning bolts for ejecting the long-strip-shaped positioning clamping plates are arranged in the positioning nuts in a penetrating manner. According to the vertical buried type water stop clamp, the structure is simple, the design is reasonable, the construction is simple and convenient, the displacement in the construction process of the water stop due to the insufficient rigidity of steel bars can be avoided effectively, the installation quality of the vertical buried type water stop of the inverted arch is improved, and meanwhile, the investment of a large quantity of the steel bars is saved, the engineering cost is reduced and the popularization value is high.

Description

The vertically middle buried water stop anchor clamps of inverted arch
Technical field
The utility model relates to the vertical waterstop construction field of tunnel invert, is specially the vertically middle buried water stop anchor clamps of a kind of inverted arch.
Background technology
At present, the vertical waterstop of tunnel invert adopts reinforcing bar to stick into row mostly and fixes, and the reinforcing bar card adopts Φ 22 longitudinal reinforcements that waterstop is clamped and positions; Φ 8 vertical reinforcements or iron wire are assisted reinforcing, and spacing 40cm helps waterstop upright; Because the waterstop absolute altitude also has 30cm apart from the inverted arch bottom; So handling reinforcement must be set reinforcing bar is carried out bracing reinforcement, handling reinforcement adopts Φ 22 reinforcing bars, spacing 100cm.Owing to the reinforcing bar insufficient rigidity, waterstop causes the waterstop off normal often by concrete crimp, positioning in the fluid concrete process in the practice of construction, and straight inadequately, stagnant water effect is poor.Carry out Prevention Processing though in subsequent operation, this phenomenon is encrypted support, effect is not too obvious.Also just therefore having caused the inverted arch construction to go up construction costs increases, and vertically the waterstop presentation quality is poor, crooked, not straight phenomenon is serious.
Summary of the invention
To adopt reinforcing bar to stick into row mostly fixing in order to solve the existing vertical waterstop of inverted arch for the utility model, has problems such as construction costs height, waterstop presentation quality difference, provides a kind of inverted arch vertically middle buried water stop anchor clamps
The utility model is to adopt following technical scheme to realize: the vertically middle buried water stop anchor clamps of inverted arch; The vertically middle buried water stop anchor clamps of inverted arch; The strip positioning splint that it is characterized in that comprising that an end is placed on the inverted arch face, the other end and two fixing activities of inverted arch end mould draw-in groove is bolted together; Two strip positioning splint laying inversion type spaced above U type cards; The positioning bolt that is provided for holding out against the strip positioning splint is run through in U type card both sides and be positioned at the positioning screw cap that two strip positioning splint arranged outside have screw thread in the positioning screw cap.The quantity of said inversion type U type card is confirmed according to the length of strip positioning splint.Adopt the structure design of the utility model, can waterstop tightly be clamped between two strip positioning splints, play positioning action, guarantee that waterstop is straight, and off normal can not take place through inversion type U type card and bolt, positioning screw cap.
Because concrete flowability in the process of building is bigger, for fear of positioning splint and waterstop generation off normal, the described strip positioning splint of the utility model cross section is the L type, can increase its intensity, in practice of construction, can adopt the angle steel of job site.
The internal vertex of said inversion type U type card is the half the of waterstop height to the distance of its bottom end points; Usually in construction, the waterstop absolute altitude also has a segment distance apart from the inverted arch bottom, like this; The workman when mounted; As long as the internal vertex of inversion type U type card is withstood at the waterstop top, can guarantee that the waterstop bottom just in time contacts after waterstop and anchor clamps thereof place bottom inverted arch.
Compared with prior art; The utility model is simple in structure, reasonable in design, easy construction; Effectively avoided because the reinforcing bar insufficient rigidity causes the displacement in the waterstop work progress, improved the installation quality of the vertically middle buried water stop of inverted arch, saved a large amount of reinforcing bar inputs simultaneously; Reduced engineering cost, higher promotional value has been arranged.
Description of drawings
Fig. 1 is the vertical structure sketch map of the utility model;
Fig. 2 is the cross-sectional configuration sketch map of the utility model;
Among the figure: 1,2-strip positioning splint; 3-U type card; The 4-bolt; The 5-waterstop; The 6-positioning screw cap.
The specific embodiment
The vertically middle buried water stop anchor clamps of inverted arch; As shown in Figure 1; The strip positioning splint 1,2 that comprise that an end is placed on the inverted arch face, the other end and two fixing activities of inverted arch end mould draw-in groove is bolted together; Strip positioning splint cross section is the L type, can adopt the angle steel of job site, two strip positioning splint laying inversion type spaced above U type cards 3; The positioning bolt 4 that is provided for holding out against the strip positioning splint is run through in U type card both sides and be positioned at the positioning screw cap 6 that two strip positioning splint arranged outside have screw thread in the positioning screw cap.
During construction, adopt two angle steel that waterstop is clamped, waterstop 15cm is reserved in the angle steel below; Then inversion type U type is buckled on two angle steel, and makes the waterstop top just in time withstand the internal vertex of inversion type U type card, the height that this moment, waterstop was positioned at U type card is 15cm; Tighten the positioning bolt of U type card both sides then, make its front end tightly withstand corresponding strip positioning splint, being fixedly clamped at the waterstop between two strip positioning splints; Carrying out anchor clamps by design elevation then lays; Anchor clamps one end is placed on the inverted arch face of having constructed, and the other end utilizes inverted arch end mould draw-in groove to fix, and so just vertical waterstop is fixedly positioning; As long as note a little vibrating, the waterstop positioning fixture just can not displacement during fluid concrete.

Claims (3)

  1. An inverted arch vertically in the buried water stop anchor clamps; The strip positioning splint (1,2) that it is characterized in that comprising that an end is placed on the inverted arch face, the other end and two fixing activities of inverted arch end mould draw-in groove is bolted together; Two strip positioning splint laying inversion type spaced above U type cards (3); The positioning bolt (4) that is provided for holding out against the strip positioning splint is run through in U type card both sides and be positioned at the positioning screw cap (6) that two strip positioning splint arranged outside have screw thread in the positioning screw cap.
  2. 2. the vertically middle buried water stop anchor clamps of inverted arch according to claim 1 is characterized in that strip positioning splint (1,2) cross section is the L type.
  3. 3. inverted arch according to claim 1 and 2 vertically in the buried water stop anchor clamps, the internal vertex that it is characterized in that U type card (3) is half of waterstop (5) height to the distance of its bottom end points.
CN201120522603XU 2011-12-14 2011-12-14 Vertical buried type water stop clamp of inverted arch Expired - Fee Related CN202391435U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201120522603XU CN202391435U (en) 2011-12-14 2011-12-14 Vertical buried type water stop clamp of inverted arch

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201120522603XU CN202391435U (en) 2011-12-14 2011-12-14 Vertical buried type water stop clamp of inverted arch

Publications (1)

Publication Number Publication Date
CN202391435U true CN202391435U (en) 2012-08-22

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ID=46666365

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201120522603XU Expired - Fee Related CN202391435U (en) 2011-12-14 2011-12-14 Vertical buried type water stop clamp of inverted arch

Country Status (1)

Country Link
CN (1) CN202391435U (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670451A (en) * 2013-12-09 2014-03-26 中铁五局(集团)有限公司 Mounting tool of embedded longitudinal rubber waterstop in tunnel and using method thereof
CN104453955A (en) * 2014-12-03 2015-03-25 中铁上海工程局有限公司 Positioning clamp for water-stop belt in tunnel
CN105275482A (en) * 2015-11-26 2016-01-27 中交隧道工程局有限公司 Lining end module for embedded water stop belt
CN105422141A (en) * 2015-11-13 2016-03-23 中国铁道科学研究院铁道建筑研究所 Waterstop clamp
CN108442545A (en) * 2018-05-22 2018-08-24 中国建筑第二工程局有限公司 Buried rubber water-proof carrying jig, clamping system and its construction method in one kind
CN110043297A (en) * 2019-05-31 2019-07-23 中铁建工集团有限公司 A kind of tunnel inverted arch buried water strip fixture
CN110259487A (en) * 2019-07-08 2019-09-20 云南省建设投资控股集团有限公司 A kind of tunnel waterstop stationary fixture and its construction method

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103670451A (en) * 2013-12-09 2014-03-26 中铁五局(集团)有限公司 Mounting tool of embedded longitudinal rubber waterstop in tunnel and using method thereof
CN103670451B (en) * 2013-12-09 2016-05-25 中铁五局(集团)有限公司 Buried longitudinal rubber fastening band mounted apparatus and using method in a kind of tunnel
CN104453955A (en) * 2014-12-03 2015-03-25 中铁上海工程局有限公司 Positioning clamp for water-stop belt in tunnel
CN105422141A (en) * 2015-11-13 2016-03-23 中国铁道科学研究院铁道建筑研究所 Waterstop clamp
CN105275482A (en) * 2015-11-26 2016-01-27 中交隧道工程局有限公司 Lining end module for embedded water stop belt
CN108442545A (en) * 2018-05-22 2018-08-24 中国建筑第二工程局有限公司 Buried rubber water-proof carrying jig, clamping system and its construction method in one kind
CN108442545B (en) * 2018-05-22 2024-01-23 中国建筑第二工程局有限公司 Middle-buried rubber water stop clamp, clamping system and construction method thereof
CN110043297A (en) * 2019-05-31 2019-07-23 中铁建工集团有限公司 A kind of tunnel inverted arch buried water strip fixture
CN110259487A (en) * 2019-07-08 2019-09-20 云南省建设投资控股集团有限公司 A kind of tunnel waterstop stationary fixture and its construction method

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
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: 20120822

Termination date: 20191214