CN207598266U - A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig - Google Patents
A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig Download PDFInfo
- Publication number
- CN207598266U CN207598266U CN201721794683.8U CN201721794683U CN207598266U CN 207598266 U CN207598266 U CN 207598266U CN 201721794683 U CN201721794683 U CN 201721794683U CN 207598266 U CN207598266 U CN 207598266U
- Authority
- CN
- China
- Prior art keywords
- steel
- waterstop
- bolt
- square steel
- longitudinal direction
- 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
Links
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model belongs to the technical field of construction that tunnel double-lining performs longitudinal steel side waterstop, disclose a kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig, it is provided with reinforcing bar, the outside of reinforcing bar is enclosed with square steel, the lower end of square steel is provided with buckle, the first bolt and nut are provided through in the middle part of square steel, hinge is provided at the top of square steel；Square steel is installed with channel steel by third bolt, and channel steel is installed on the inside of equal leg angle；Equal leg angle is fixedly connected with steel plate by the second bolt and nut, and the lower end of steel plate is welded with the short sidewall template of existing inverted arch.The utility model, which solves, is susceptible to bending after waterstop installation not straight, the problem of influencing sealing, while solve the problems, such as waterstop installation quality, and joints of concrete projects, subsiding crack no seepage and no leakage have reached desired effect；The straight degree of waterstop is further ensured；Angle steel and channel steel combination can carry out thickness adjusting and left and right adjusting, expand can fixture applicability.
Description
Technical field
The utility model belong to tunnel double-lining perform longitudinal steel side waterstop technical field of construction more particularly to it is a kind of just
Take adjustable tunnel longitudinal direction steel side sealing carrying jig.
Background technology
At present in tunnel double-lining work progress longitudinal steel side waterstop construction technology, deformation joint in secondary lining applies
Work seam is the weak link of constructing tunnel and the emphasis of Tunnel Engineering waterproof.Steel side waterstop position of center line should be with construction
Seam center overlap, and must securely, smooth-going, it is distortionless, damaged phenomena such as.
Statistics can obtain by inquiry, and the principal element for influencing tunnel-liner waterstop installation quality is waterstop installation
Line style is not straight and waterstop joint bonding is insecure, and cumulative frequency has reached 88.4%.In patent 201120522603.X
Waterstop fixture, principle is to clamp angle steel using U-shaped card and bolt, and then realize and waterstop is clamped, but bolt
Holding out against for contact, force limited, and U-shaped card upper end are suspension between angle steel, if the puller bolt of waterstop both sides
Center position deviates, and U-shaped card can twist, and causes waterstop not straight.Meanwhile existing waterstop clamps installation not
Consider seam construction and Aseismic Design of tunnel inverted arch etc., the situation of waterstop bending is likely to occur after inverted arch concreting.
Utility model patent 201621225847.0 overcomes the basic shortcoming of 201120522603.X, but cannot be according to secondary lining thickness
Degree up and down and left and right adjusting, and fixture heaviness.
In conclusion problem of the existing technology is：It is the top of contact between U-shaped sealing carrying jig bolt and angle steel
Tightly, force limited, and U-shaped card upper end is suspension, if the puller bolt center position of waterstop both sides deviates, U-shaped card
It can twist, cause waterstop not straight；Existing waterstop clamps installation and does not consider the seam construction of tunnel inverted arch and resist
Shake design etc., be likely to occur after inverted arch concreting waterstop bending situation and cannot according to above and below secondary lining thickness and
Left and right adjusting, and fixture is heavy.
Invention content
In view of the problems of the existing technology, the utility model provides a kind of portable adjustable tunnel longitudinal direction steel side and stops
Hose clip has.Main member is by 1, square steel；2nd, steel plate；3rd, equal leg angle；4th, channel steel；5th, the first bolt and nut；6th, the second spiral shell
Bolt and nut；7th, hinge；8th, third bolt；9th, reinforcing bar；10th, buckle composition (referring to figure).
The utility model is realized in this way according to the difference of thickness of tunnel linings, by square steel 1 and equal leg angle 3 come
Adjust the position of longitudinal steel side waterstop；Square steel 1 is connect for 4 with channel steel by third bolt 8, to ensure longitudinal steel side waterstop
Line style and adjustment steel side waterstop upper-lower position；Pass through 10 steel plate 2,8 reinforcing bars 9 of Ф, buckle connections, it is ensured that
Waterstop is straight during concrete is poured not to be bent.The present apparatus is divided into two parts, and longitudinal pitch is 1 meter, can flexibly install and
It removes.Hinge 7 is provided at the top of square steel.
According to the difference of thickness of tunnel linings, the position of longitudinal steel side waterstop is adjusted by thick 2 plate of steel and equal leg angle 3
It puts；The sidewall template 11 short with existing inverted arch of steel plate 2 of this fixture is welded and fixed, and steel plate 2 opens 2.5cm wide 8cm slot holes；Deng
Corner angle 3 opens 21cm slot holes and carves the slot of depth 3.5cm, the second bolt and nut that steel plate 2 passes through M20*50 with equal leg angle 3
6 are adjusted, fixed waterstop position；
Steel plate 2 is connect with channel steel 4 by third bolt 8, to ensure the line style of longitudinal steel side waterstop and adjustment steel side
The upper-lower position of waterstop；Steel plate 2 clamps longitudinal steel side with channel steel 4, square steel 1 by the first bolts of M20*150 and nut 5 to be stopped
Water band；
Steel plate 2 is connect for 4 with channel steel by third bolt 8, to ensure the line style of longitudinal steel side waterstop and adjustment steel
The upper-lower position of side waterstop.
The advantages of the utility model and good effect are：
1st, it solves and is susceptible to bending after waterstop installation not straight, the problem of influencing sealing.
2nd, waterstop installation quality is solved the problems, such as, joints of concrete projects, subsiding crack no seepage and no leakage have reached desired effect.Through
Ji benefit：Test section concrete leakage is taken after cutting, reset semicircle rubber tube, labour cost, fee of material etc. occurs and amounts to
It more than 3000 yuan, thus calculates using the waterstop adjustable clamp, to 200,000 yuan of fund can be saved after this tunnel (9Km).
3rd, waterstop both sides also set up angle steel and square steel, have further ensured the straight degree of waterstop；Angle steel and channel steel knot
Conjunction can carry out thickness adjusting and left and right adjusting, expand can fixture applicability.
Description of the drawings
Fig. 1 is the structure section figure of portable adjustable tunnel longitudinal direction steel side sealing carrying jig provided by the utility model
Fig. 2 is the vertical view of portable adjustable tunnel longitudinal direction steel side sealing carrying jig provided by the utility model；
In figure：1st, square steel；2nd, steel plate；3rd, equal leg angle；4th, channel steel；5th, the first bolt and nut；6th, the second bolt and spiral shell
It is female；7th, hinge；8th, third bolt；9th, reinforcing bar；10th, it is buckled；11st, the short sidewall template of existing inverted arch.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, with reference to embodiments, to this
Utility model is further elaborated.It should be appreciated that specific embodiment described herein is only used to explain this practicality
It is novel, it is not used to limit the utility model.
Below in conjunction with the accompanying drawings 1, attached drawing 2 is explained in detail the structure of the utility model.
The adjustable positioning fixture of tunnel longitudinal direction provided by the utility model waterstop installation, according to thickness of tunnel linings not
Together, the position of longitudinal steel side waterstop is adjusted by square steel 1 and equal leg angle 3；Square steel 1 passes through third bolt 8 with 4, channel steel
Connection, come the upper-lower position for ensureing the line style of longitudinal steel side waterstop and adjusting steel side waterstop；Pass through steel plate 2,8 steel of Ф
10 muscle 9, buckle connections, it is ensured that waterstop is straight during concrete is poured not to be bent.The present apparatus is divided into two parts, longitudinal direction
Spacing is 1 meter, flexibly can install and remove.Hinge 7 is provided at the top of square steel.
According to the difference of thickness of tunnel linings, the position of longitudinal steel side waterstop is adjusted by thick 2 plate of steel and equal leg angle 3
It puts；The sidewall template 11 short with existing inverted arch of steel plate 2 of this fixture is welded and fixed, and steel plate 2 opens 2.5cm wide 8cm slot holes；Deng
Corner angle 3 opens 21cm slot holes and carves the slot of depth 3.5cm, the second bolt and nut that steel plate 2 passes through M20*50 with equal leg angle 3
6 are adjusted, fixed waterstop position；
Steel plate 2 is connect with channel steel 4 by third bolt 8, to ensure the line style of longitudinal steel side waterstop and adjustment steel side
The upper-lower position of waterstop；Steel plate 2 clamps longitudinal steel side with channel steel 4, square steel 1 by the first bolts of M20*150 and nut 5 to be stopped
Water band；
Steel plate 2 is connect for 4 with channel steel by third bolt 8, to ensure the line style of longitudinal steel side waterstop and adjustment steel
The upper-lower position of side waterstop.
Construction technology：Preparation of construction → surveying and locating → installation sealing carrying jig → installation waterstop → adjustable rooting sealing
Band → pour inverted arch concrete → dismounting sealing rod fixture.
(1) surveying and locating
The absolute altitude of the longitudinal construction joint of releasing on supporting abutment wall in the early stage is needed before construction, needs to pass through initial stage in installation process
Supporting abutment wall control point come control the absolute altitude of longitudinal construction joint and in buried rubber fastening band position.
(2) lining cutting sealing belt construction
Waterstop construction technology process：
Stopper template bores reinforced hole → wear reinforcing bar card → placement waterstop → preset fixture → alignment jig → straight sealing
Blocking plate → next ring waterstop positioning is torn open with next link waterstop positioning → concrete perfusion →.
Apply method:Along lining cutting axis every boring~the reinforced hole of φ 12 no more than 0.5m.By manufactured reinforcing bar card, by treating
It fills concrete side and passes through stopper template to opposite side, inside sticks into waterstop half, the other half waterstop is flat against on blocking plate.
Blocking plate is removed after concrete setting, waterstop is stretched, then bar bending clamping waterstop.
Essentials for Construction Control：
1. check that nearby country rock surface there must not be apparent percolating water to pending construction joint in the range of 1m, if any then taking
Necessary gear stifled (splash guard isolation) and ejectment measure.
2. pressing section circumferential direction length interception waterstop, make one whole waterstop of each construction joint, do not take overlap joint as possible,
Only allowing there is left and right sides foundation of wall top to reserve connector in addition to length of material reason, overlapping splice length is not less than 30cm,
And lap position is arranged on greatly across the following abutment wall position in following or internal rail top.
3. waterstop is symmetrically installed, stretching into the inner and outer dew partial width of mould must be equal, circumferentially sets two φ per 0.5m
6mm bar dowels are clamped, with ensure waterstop in entire work progress position it is correct.In arch wall waterstop must in inverted arch
Embedded water stop band is connected, and should on one section of concrete, at waterstop concrete surface quality should reach even width, seam body it is vertical, ring
To perforation, filling is closely knit, and appearance is bright and clean.
4. pour into a mould concrete, pay attention to the vibration compacting near waterstop, but waterstop must not be touched, prevent sealing from taking away
Position.Foamed plastics positions waterstop in sealing belt construction, it is avoided to be displaced in concreting.Lining cutting demoulds
Afterwards, it finds to walk mould phenomenon in construction if checking, until waterstop is made excessively to deviate center, then suitably should cut or fill up portion
Divide concrete, rectify a deviation to waterstop.
2nd, inverted arch end point sealing belt construction
Waterstop construction technology process：
Fixed back-adhering waterstop → installation inverted arch lower template → put middle buried water stop → preset sealing carrying jig →
Concrete is built in installation inverted arch upper former → waterstop positioning → reinforcing template →.
Apply method:Back-adhering waterstop is placed along inverted arch branch mask, inverted arch template lower part is stopped mounted on back sticking type
Water band top, fixes inverted arch lower part template, buried water stop in placement, then install inverted arch upper mould, adjustment waterstop position
It postpones and reinforces inverted arch template, blocking plate is removed after concrete setting, waterstop residual concrete is cleaned up.
Essentials for Construction Control：
1. there is apparent percolating water position to inverted arch, necessary gear stifled (splash guard isolation) and ejectment measure need to be taken.2. it presses
Section circumferential direction length intercepts waterstop, and inverted arch waterstop does not take overlap joint as possible.3. waterstop is symmetrically installed, it is inner and outer to stretch into mould
Revealing partial width must be equal.It must be close on the outside of the template of inverted arch lower part on rear side of back-adhering waterstop bracket groove, inverted arch upper mould
Outside must be close on rear side of middle buried water stop bracket groove, with ensure waterstop in entire work progress position it is correct.
4. inverted arch back-adhering waterstop must be connected with back-adhering waterstop in main tunnel lining cutting, middle buried water stop is necessary
With at inverted arch fill surface in buried water stop be connected, it is vertical that waterstop exposed surface quality should reach even width, seam body, circumferential
Perforation, filling is closely knit, and appearance is bright and clean.
3rd, sealing rod is constructed at inverted arch fill surface
Sealing rod construction technology process：
Making special end head formwork, → preset sealing carrying jig → puts waterstop → fixation waterstop → and pours inverted arch coagulation
Soil.
Apply method：Buried water stop built-in groove in being cut in inverted arch locking plug template tunnel center line both sides 5.67m positions.It faces upward
After encircleing the inside and outside layer adjustment qualification of reinforcing bar, 50cm welds U-shaped steel muscle along the longitudinal direction, and the butt welding up and down of U-shaped steel muscle is prevented in inverted arch
Waterstop offset when filling pours.
Essentials for Construction Control：
It 1. must not be cut off during sealing belt construction, will first should overlap, overlap with buried water stop in upper ring inverted arch junction
Length is not less than 30cm, and waterstop overlap joint must be tight, must not there is gap.It extends out, prolongs along preformed groove at inverted arch plug
Elongation is not less than 60cm.
Before 2. waterstop is placed, it is qualified first to adjust inverted arch reinforcement location by technical requirement, and ectonexine bar spacing is
35cm, longitudinal pitch 22cm.
3. waterstop is fixed with U-shaped steel muscle, necessary bracing wire when fixed, waterstop center should be with inverted arch fill surface weight
It closes.U-shaped steel muscle presses longitudinal pitch 50cm butt welding.
4. waterstop must be installed and carry out concrete placings after fixing, when concrete is constructed using make firm by ramming pump by intermediate concrete flow slowly to
Both sides.
Waterstop installs general requirements
1st, back-adhering waterstop must be connected with back-adhering waterstop in inverted arch in arch wall, and must be in same section
On；In arch wall middle buried water stop must with buried water stop middle in inverted arch, inverted arch filling surface in buried water stop be connected
It connects, and must be on same section.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
All any modification, equivalent and improvement made within the spirit and principle of utility model etc., should be included in the utility model
Protection domain within.
Claims (3)
- A kind of 1. portable adjustable tunnel longitudinal direction steel side sealing carrying jig, which is characterized in that the portable adjustable tunnel Longitudinal steel side sealing carrying jig is provided with reinforcing bar, and the outside of the reinforcing bar is enclosed with square steel；The lower end of the square steel is provided with card It detains, is provided through the first bolt and nut in the middle part of the square steel, hinge is provided at the top of the square steel；The square steel is installed with channel steel by third bolt, and the channel steel is installed on the inside of equal leg angle；It is described equilateral Angle steel is fixedly connected with steel plate by the second bolt and nut, and the lower end of the steel plate is welded with the short abutment wall mould of existing inverted arch Plate.
- 2. portable adjustable tunnel longitudinal direction steel side sealing carrying jig as described in claim 1, which is characterized in that the steel plate On offer the hole of 2.5cm wide 8cm long；The equal leg angle offers the slot of 21cm slot holes and depth 3.5cm.
- 3. portable adjustable tunnel longitudinal direction steel side sealing carrying jig as described in claim 1, which is characterized in that the square steel 1 meter of gap is provided between equal leg angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721794683.8U CN207598266U (en) | 2017-12-20 | 2017-12-20 | A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721794683.8U CN207598266U (en) | 2017-12-20 | 2017-12-20 | A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207598266U true CN207598266U (en) | 2018-07-10 |
Family
ID=62766802
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721794683.8U Expired - Fee Related CN207598266U (en) | 2017-12-20 | 2017-12-20 | A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207598266U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109026078A (en) * | 2018-07-19 | 2018-12-18 | 中铁十局集团第五工程有限公司 | Tunnel longitudinal direction steel side waterstop movable fixture construction method |
| CN115288307A (en) * | 2022-05-30 | 2022-11-04 | 华能伊敏煤电有限责任公司红花尔基水电分公司 | Conveniently-positioned water stop |
| WO2024124932A1 (en) * | 2022-12-16 | 2024-06-20 | 中铁七局集团有限公司 | Fixing device for copper waterstop at construction joint of inverted siphon having "three-pipe one-joint" concrete structure |
-
2017
- 2017-12-20 CN CN201721794683.8U patent/CN207598266U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109026078A (en) * | 2018-07-19 | 2018-12-18 | 中铁十局集团第五工程有限公司 | Tunnel longitudinal direction steel side waterstop movable fixture construction method |
| CN115288307A (en) * | 2022-05-30 | 2022-11-04 | 华能伊敏煤电有限责任公司红花尔基水电分公司 | Conveniently-positioned water stop |
| CN115288307B (en) * | 2022-05-30 | 2023-12-15 | 华能伊敏煤电有限责任公司红花尔基水电分公司 | Water stop convenient to position |
| WO2024124932A1 (en) * | 2022-12-16 | 2024-06-20 | 中铁七局集团有限公司 | Fixing device for copper waterstop at construction joint of inverted siphon having "three-pipe one-joint" concrete structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108194136B (en) | Lining construction method | |
| CN107165185B (en) | A kind of the assembly concrete foot joint and its construction method of encased steel plate | |
| CN207598266U (en) | A kind of portable adjustable tunnel longitudinal direction steel side sealing carrying jig | |
| CN109611150B (en) | Waterproof drainage structure and waterproof drainage method for tunnel | |
| CN108397200B (en) | Back-fabricated construction method for tunnel connection section structure of subway station | |
| KR100701633B1 (en) | Load dispersing plate for supporting central part of a twin tunnel and a construction method of a twin tunnel using the load dispersing plate | |
| CN109736847A (en) | Primary concreting concrete inverted arch and its construction method | |
| CN207176717U (en) | A kind of assembly concrete foot joint of encased steel plate | |
| CN109611102A (en) | Construction of the flyover method is worn under a kind of cold excavation | |
| CN105951612B (en) | Stake head bug repairing and reinforcement structure and its construction method under active service bridge water | |
| CN105599116B (en) | Prefabricated RPC box girder formwork leakproof sizing device | |
| CN107327308A (en) | A kind of Railway Tunnel waterproof method | |
| CN106120801A (en) | In water-rich sand layer, pipeline crosses the construction method at foundation ditch | |
| CN108005692A (en) | A kind of waterstop fixture, tunnel longitudinal direction water sealing structure and construction method | |
| CN211038651U (en) | Karst stratum tunnel secondary lining renovation construction structure based on sleeve lining | |
| CN109972519A (en) | The construction method of precast hollow pier mounting structure | |
| CN109236322A (en) | It a kind of artificial bottom plate preventing soft-rock tunnel pucking and its constructs and method for maintaining | |
| CN107100099B (en) | Reinforcing method for railway culvert | |
| CN216041619U (en) | Half bellows mounting structure as escape canal | |
| CN110761804A (en) | Karst stratum tunnel secondary lining renovation construction structure and method based on sleeve lining | |
| CN212223971U (en) | Post-cast strip side-fixing inner-supporting steel plate combined template | |
| CN212563272U (en) | Induced seam department steel limit rubber waterstop mounting structure of tunnel | |
| CN108316061A (en) | A kind of installation method of track beam and its track foundation construction method | |
| CN115898469A (en) | Tunnel secondary lining construction method | |
| CN207892633U (en) | A kind of waterstop fixture and tunnel longitudinal direction water sealing structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180710 Termination date: 20201220 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |