CN108239993A - A kind of sealed Grouting Pipe of reinforced concrete sewer pipe is molded positioning device and its application method - Google Patents
A kind of sealed Grouting Pipe of reinforced concrete sewer pipe is molded positioning device and its application method Download PDFInfo
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- CN108239993A CN108239993A CN201611217724.7A CN201611217724A CN108239993A CN 108239993 A CN108239993 A CN 108239993A CN 201611217724 A CN201611217724 A CN 201611217724A CN 108239993 A CN108239993 A CN 108239993A
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- pipe
- spiral shell
- bellmouth
- shaping mould
- socket
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/66—Mould-pipes or other moulds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
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Abstract
The invention discloses a kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe and its application methods, including socket shaping mould, the socket shaping mould connects with managing spiral shell seal plug in outer, spiral shell seal plug is attached with managing spiral shell in outer by screw thread in pipe is outer, outside pipe the O-shaped rubber seal of No.1 is equipped between interior spiral shell and the outer interior spiral shell seal plug of pipe, one end of the inside thread connection slip casting steel pipe of spiral shell in pipe is outer, the other end of slip casting steel pipe is threadedly coupled with spiral shell interior in pipe, counterbore shaping mould in the outside screw connecting tube of interior spiral shell in pipe, it is equipped with No. two O-shaped rubber seal in counterbore shaping mould and pipe between interior spiral shell in pipe, the outside of counterbore shaping mould connects with inner membrance cylinder in pipe.Invention can effectively avoid Grouting Pipe from being penetrated by concrete mortar blocking, greatly reduce the intensity of worker's labour, meanwhile, also avoid Grouting Pipe is caused to be scrapped due to screw thread damages happens.
Description
Technical field
The present invention relates to technical field of construction, specifically a kind of sealed Grouting Pipe molding positioning of reinforced concrete sewer pipe
Device and its application method.
Background technology
Jacking construction method is widely used in rainwater, dirt with reinforced concrete sewer pipe (hereinafter referred to as concrete ceiling coil)
The gravity streams pipeline such as water, diversion and farmland discharging-irrigating in recent years, is also widely used for the high pressures power transmission and transformation line such as 220KV underground
The construction project of piping lane.The installation of concrete ceiling coil belongs to non-excavated jacking pipe laying product.
In entire concrete ceiling coil work progress, because between tube wall and surrounding soil there are frictional resistance, concrete
The axial Top power that push pipe is born with the difference of soil property, the length of apex distance, the difference of jacking construction method and change, axial direction
Jacking force is huge, in practical jacking construction, for the frictional resistance of concrete ceiling coil outer wall and underground is greatly lowered, leads to
In Chang Guan, by being mounted on socket position Grouting Pipe part slip casting outside pipe of concrete ceiling coil, to reach outside entire pipeline
Wall forms one layer of complete drop resistance mud sleeve with favorable lubricating property, achievees the purpose that reducing friction resistance, to realize peace
Entirely, lower resistance, long range, Curve Pipe Jacking.
Since the concrete that concrete ceiling coil uses is plastic concrete, mostly using vibration compacting moulding process, in tradition
Concrete ceiling coil molding die design, manufacture when, due to Grouting Pipe molding positioning device using sealing performance design,
Cause in the Grouting Pipe manufacturing process of concrete ceiling coil, concrete is under the high frequency tamping of vibrator, and cement mortar is constantly
It is permeated by gap into Grouting Pipe and Inner spiral shells, Grouting Pipe and Inner spiral shell screw threads is caused to be filled by concrete mortar, coagulated in screw thread
Gu cement mortar cleaning after is time-consuming, there are labor intensity is big, operating space is narrow, inefficiency etc., often because
Screw thread damage leads to the situation that Grouting Pipe is scrapped.
Invention content
The purpose of the present invention is to provide a kind of reinforced concrete sewer pipe sealed Grouting Pipe molding positioning device and its
Application method, to solve the problems mentioned in the above background technology.
To achieve the above object, the present invention provides following technical solution：
A kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe, including socket shaping mould, the socket
Shaping mould connects with managing spiral shell seal plug in outer, manages spiral shell seal plug in outer and is attached with managing spiral shell in outer by screw thread, in pipe
The O-shaped rubber seal of No.1 is equipped between spiral shell and the outer interior spiral shell seal plug of pipe in outer, the inside thread for managing spiral shell in outer connects slip casting
One end of steel pipe, the other end of slip casting steel pipe are threadedly coupled with spiral shell interior in pipe, counterbore in the outside screw connecting tube of interior spiral shell in pipe
Shaping mould, is equipped with No. two O-shaped rubber seal in pipe between interior spiral shell in counterbore shaping mould and pipe, counterbore shaping mould is outer in pipe
Side connects with inner membrance cylinder, is equipped with No. three O-shaped rubber seal, the slip casting steel in inner membrance cylinder and pipe between counterbore shaping mould
The inside of pipe is additionally provided with screw rod, and screw rod one end resists the inside of the outer interior spiral shell seal plug of pipe, and the screw rod other end extends outwardly through
Inner membrance cylinder, is equipped with reinforcement girth sheets on the screw rod of inner membrance cylinder lateral surface, strengthens girth sheets and passes through the locking that is set on screw rod
Nut is fixed, and faced washer and spring washer are additionally provided between locking nut and inner membrance cylinder, and spring washer, which is located at, to be leaned on
Nearly locking nut side.
The application method of the present invention：1) installation method：
A) bellmouth steel ring cap is on the outside of the bellmouth working face on bellmouth chassis, makes connecing for bellmouth outer guiding slope end face and bellmouth chassis
Contacting surface contacts, and interleaving agent is uniformly smeared in bellmouth steel loop outer wall；
B) trapezoidal Modular rubber strip is installed on along bellmouth steel loop inner wall in locating slot, at defined position along bellmouth steel loop
Wall uniformly smears one layer of multi-use mucilage；
C) framework of steel reinforcement is placed in together with cable bearer steel loop on bellmouth chassis together, adjust the center of framework of steel reinforcement with
Bellmouth chassis is concentric；
D) water-swellable adhesive tape is fitly bonded on the bellmouth steel loop inner wall for smearing multi-use mucilage；
E) by the uniform brushing interleaving agent of internal model cylinder, then inner membrance cylinder is steadily sling to above framework of steel reinforcement, from steel
The top-down injection of tendons skeleton, is placed on the internal model bearing stage on bellmouth chassis, tightens roof door bolt by internal model barrel close mouth
Place's suture；
F) defined sequence is pressed after uniformly smearing interleaving agent on the outside of counterbore shaping mould in cone seal plug, pipe, it will be each
Then and the spiral shell by the device of ecto-entad it is whole that a part and sealing ring are connected into sealed Grouting Pipe molding positioning device,
Bar penetrates at the location hole of internal model cylinder, until reinforcement girth sheets is pierced by, after faced washer, spring washer are sleeved on screw rod, will
Fastening bolt is spun on screw rod, turns fastening bolt, and the axis for making the device is vertical with inner mold center axis；
G) it after external mold being smeared interleaving agent, is placed on the mounting plane on bellmouth chassis, then fastens external mold and heal up bolt；
H) it is placed on the mounting flange of external mold after socket external mold inner wall uniformly being smeared interleaving agent, is fastenedly connected after positioning
Bolt；
I) clamp nut in sealed Grouting Pipe molding positioning device is unclamped, according to cone seal plug and socket external mold
Inner wall contacts situation, pipe Inner, the outer spiral shell at rotation slip casting steel pipe both ends, the sealing performance of guarantee slip casting pipe device；
J) installation of all sealed Grouting Pipe molding positioning devices is completed；
K) cast and the vibration compacting of concrete are carried out, and completes the secondary receipts light of socket end face, completes pipe of concrete
Steam curing, make concrete reaches strength of mould stripping；
2) method for dismounting：
A) the connection bolt that dismounting socket external mold heals up on connection bolt and external mold connecting flange, with outside suspension hook suspension socket
After mould, socket external mold is translated into socket shaping external mold to both sides along radius, separates socket external mold；
B) locking nut of sealed Grouting Pipe molding positioning device is unclamped on the inside of internal model cylinder, and dismantles stiffening ring
Plate, faced washer, spring washer；
C) along the axis of sealed Grouting Pipe molding positioning device, bolt draw bar is tapped from inside to outside with hand hammer, makes taper
Seal plug is gone out from concrete tube body, and rubber seal is plucked out spare；
D) internal model cylinder is removed；
E) by the M30 nuts of counterbore shaping mould in the screw rod spinning in pipe of M30 hanging rings, M30 hanging rings, the counterbore in pipe are tapped
After being loosened between shaping mould and concrete tube body, hand-held M30 hanging rings exert a force along screw axis, by counterbore shaping mould in pipe from coagulation
It comes off, then rubber seal is plucked out spare in native tube body；
F) dismounting of all sealed Grouting Pipe molding positioning devices is completed.
As further embodiment of the present invention：Must not there is visible counterbore shaping mould appearance in the cone seal plug, pipe
Spiral trace.
As further embodiment of the present invention：Grouting Pipe and the length of the threaded connection of spiral shell in both ends in the installation method
It adjusts to the big end end face of cone seal plug and is in contact with socket external mold inner wall position.
As further embodiment of the present invention：The cone seal plug is in dismounting using gently percussion bolt draw bar
Mode is gone out from concrete tube body, avoids socket position concrete damaged.
As further embodiment of the present invention：If the water-swellable adhesive tape curtailment needs connector, in joint
Overlapped 50mm will be carried out between front and rear two water-swellable adhesive tape.
Compared with prior art, the present invention can effectively avoid Grouting Pipe from penetrating into blocking by concrete mortar, no longer need
Worker is wanted to be cleared up, greatly reduces the intensity of worker's labour, meanwhile, it also avoids leading to Grouting Pipe report due to screw thread damages
Useless happens；Present invention counterbore shaping mould in the installation fixed performance, reservation pipe of the original device of reservation is contacted with internal model
On the basis of rubber seal between face, between socket external mold inner wall and the outer Inner spiral shells of pipe, increase easily demoulding
Cone seal plug, and Inner spiral shells, Inner spiral shells and increase at counterbore shaping mould contact surface in pipe in pipe in cone seal plug and pipe
Rubber seal, meanwhile, by strictly controlling the molding thickness deviation of part and slip casting steel loop, the molding length of Inner spiral shell components
Deviation suitably fastens location nut, applies suitable axial compressive force to each rubber seal by core through screw rod, makes rubber close
Seal is suitably pressurized, and generates appropriate deformation, is formed in sealed Grouting Pipe molding positioning device by 3 rubber seals and 2 spiral shells
The excellent sealing of line sealing composition, has blocked all leakage passages, has effectively prevented cement mortar to Grouting Pipe and Inner spiral shell screw threads
Leakage, realize Grouting Pipe without block and not damaged metaplasia production.
Description of the drawings
Fig. 1 is the structure diagram that the sealed Grouting Pipe of reinforcing bar Concrete Drainage Pipe is molded positioning device and its application method.
Fig. 2 be Fig. 1 in K to structure diagram.
In figure：In 1- sockets shaping mould, 2- pipes are outer spiral shell seal plug, the O-shaped rubber seal of 3- No.1s, 4- pipes it is outer in spiral shell,
5- slip castings steel pipe, 6- concrete tube bodies, interior spiral shell in 7- pipes, No. bis- O-shaped rubber seal of 8-, counterbore shaping mould, 10- tri- in 9- pipes
Number O-shaped rubber seal, 11- inner membrances cylinder, 12- strengthen girth sheets, 13- faced washers, 14- spring washers, 15- locking nuts,
16- screw rods.
Specific embodiment
The technical solution of this patent is described in more detail With reference to embodiment.
- 2 are please referred to Fig.1, a kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe is molded including socket
Mould 1, the socket shaping mould 1 connect with managing outer interior spiral shell seal plug 2, manage spiral shell seal plug 2 in outer and pass through spiral shell with managing spiral shell 4 in outer
Line is attached, and is equipped with the O-shaped rubber seal 3 of No.1 between interior spiral shell 4 and the outer interior spiral shell seal plug 2 of pipe outside pipe, is managed spiral shell 4 in outer
Inside thread connection slip casting steel pipe 5 one end, the other end of slip casting steel pipe 5 is threadedly coupled with spiral shell 7 interior in pipe, interior spiral shell 7 in pipe
Outside screw connecting tube in counterbore shaping mould 9, be equipped with No. two O-shaped rubber in counterbore shaping mould 9 and pipe between interior spiral shell 4 in pipe
Sealing ring 8, the outside of counterbore shaping mould 9 connects with inner membrance cylinder 11 in pipe, in inner membrance cylinder 11 and pipe between counterbore shaping mould 9
Equipped with No. three O-shaped rubber seal 10, the inside of the slip casting steel pipe 5 is additionally provided with screw rod 16, and it is outer interior that 16 one end of screw rod resists pipe
The inside of spiral shell seal plug 2,16 other end of screw rod extends outwardly through inner membrance cylinder 11, in the screw rod of 11 lateral surface of inner membrance cylinder
It is equipped on 16 and strengthens girth sheets 12, strengthened girth sheets 12 and be fixed by the locking nut 15 set on screw rod 16, in locking screw
Faced washer 13 and spring washer 14 are additionally provided between mother 15 and inner membrance cylinder 11, spring washer 14 is located at close to locking nut 15
Side.Concrete tube body 6 is formed after slip casting between inner membrance cylinder 11 and socket shaping mould 1.
Above scheme carry out it is specifically used when method be：
1) installation method：
A) bellmouth steel ring cap is on the outside of the bellmouth working face on bellmouth chassis, makes connecing for bellmouth outer guiding slope end face and bellmouth chassis
Contacting surface contacts, and interleaving agent is uniformly smeared in bellmouth steel loop outer wall；
B) trapezoidal Modular rubber strip is installed on along bellmouth steel loop inner wall in locating slot, at defined position along bellmouth steel loop
Wall uniformly smears one layer of multi-use mucilage；
C) framework of steel reinforcement is placed in together with cable bearer steel loop on bellmouth chassis together, adjust the center of framework of steel reinforcement with
Bellmouth chassis is concentric；
D) water-swellable adhesive tape is fitly bonded on the bellmouth steel loop inner wall for smearing multi-use mucilage；The water-swellable
If adhesive tape curtailment needs connector, overlapped 50mm will be carried out between front and rear two water-swellable adhesive tape in joint；
E) by the uniform brushing interleaving agent of internal model cylinder, then inner membrance cylinder is steadily sling to above framework of steel reinforcement, from steel
The top-down injection of tendons skeleton, is placed on the internal model bearing stage on bellmouth chassis, tightens roof door bolt by internal model barrel close mouth
Place's suture；
F) defined sequence is pressed after uniformly smearing interleaving agent on the outside of counterbore shaping mould in cone seal plug, pipe, it will be each
Then and the spiral shell by the device of ecto-entad it is whole that a part and sealing ring are connected into sealed Grouting Pipe molding positioning device,
Bar penetrates at the location hole of internal model cylinder, until reinforcement girth sheets is pierced by, after faced washer, spring washer are sleeved on screw rod, will
Fastening bolt is spun on screw rod, turns fastening bolt, and the axis for making the device is vertical with inner mold center axis；
G) it after external mold being smeared interleaving agent, is placed on the mounting plane on bellmouth chassis, then fastens external mold and heal up bolt；
H) it is placed on the mounting flange of external mold after socket external mold inner wall uniformly being smeared interleaving agent, is fastenedly connected after positioning
Bolt；
I) clamp nut in sealed Grouting Pipe molding positioning device is unclamped, according to cone seal plug and socket external mold
Inner wall contacts situation, rotates spiral shell in outside the pipe at slip casting steel pipe both ends, interior spiral shell in pipe；
J) installation of all sealed Grouting Pipe molding positioning devices is completed；
K) cast and the vibration compacting of concrete are carried out, and completes the secondary receipts light of socket end face, completes pipe of concrete
Steam curing, make concrete reaches strength of mould stripping；
2) method for dismounting：
A) the connection bolt that dismounting socket external mold heals up on connection bolt and external mold connecting flange, with outside suspension hook suspension socket
After mould, socket external mold is translated into socket shaping external mold to both sides along radius, separates socket external mold；
B) locking nut of sealed Grouting Pipe molding positioning device is unclamped on the inside of internal model cylinder, and dismantles stiffening ring
Plate, faced washer, spring washer；
C) along the axis of sealed Grouting Pipe molding positioning device, bolt draw bar is tapped from inside to outside with hand hammer, makes taper
Seal plug is gone out from concrete tube body, and rubber seal is plucked out spare；
D) internal model cylinder is removed；
E) by the M30 nuts of counterbore shaping mould in the screw rod spinning in pipe of M30 hanging rings, M30 hanging rings, the counterbore in pipe are tapped
After being loosened between shaping mould and concrete tube body, hand-held M30 hanging rings exert a force along screw axis, by counterbore shaping mould in pipe from coagulation
It comes off, then rubber seal is plucked out spare in native tube body；
F) dismounting of all sealed Grouting Pipe molding positioning devices is completed.
Counterbore shaping mould appearance must not have visible spiral trace in the cone seal plug, pipe.
The length adjustment of Grouting Pipe and the threaded connection of spiral shell in both ends is big to cone seal plug in the installation method
End end face is in contact position with socket external mold inner wall.
The cone seal plug is gone out in dismounting by the way of bolt draw bar is gently tapped from concrete tube body,
Avoid socket position concrete damaged.
The i of the installation method) in step, interior spiral shell enters with slip casting steel pipe external spiral to cone seal plug and socket external mold
Inner wall just contacts, while keeps the axis of the device central axial vertical with internal model cylinder, and then clamp nut is until sealing
Formula Grouting Pipe molding positioning device sealing performance is formed.
The present invention can effectively avoid Grouting Pipe from penetrating into blocking by concrete mortar, it is no longer necessary to and worker is cleared up,
The intensity of worker's labour is greatly reduced, meanwhile, also avoid Grouting Pipe is caused to be scrapped due to screw thread damages happens；This
Rubber seal of the invention in the installation fixed performance, reservation pipe of the original device of reservation between counterbore shaping mould and internal model contact surface
On the basis of circle, easily demoulding cone seal plug between socket external mold inner wall and the outer Inner spiral shells of pipe, is being increased, and
Inner spiral shells in cone seal plug and pipe increase rubber seal in Inner spiral shells and pipe in pipe at counterbore shaping mould contact surface, meanwhile,
By strictly controlling the molding thickness deviation of part and slip casting steel loop, the molding length variation of Inner spiral shell components, appropriate fastening positioning
Nut applies suitable axial compressive force to each rubber seal by core through screw rod, rubber seal is made suitably to be pressurized, is generated
Appropriate deformation, sealed Grouting Pipe molding positioning device formed be made of 3 rubber seals and 2 thread seals it is good close
Envelope, has blocked all leakage passages, has effectively prevented cement mortar from realizing Grouting Pipe to Grouting Pipe and the leakage of Inner spiral shell screw threads
It is produced without blocking with not damaged metaplasia.
The better embodiment of this patent is explained in detail above, but this patent is not limited to above-mentioned embodiment party
Formula, can also be under the premise of this patent objective not be departed from the knowledge that one skilled in the relevant art has
It makes a variety of changes.
Claims (6)
1. a kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe, including socket shaping mould, which is characterized in that
The socket shaping mould connects with managing spiral shell seal plug in outer, manages spiral shell seal plug in outer and is connected with managing spiral shell in outer by screw thread
It connects, is equipped with the O-shaped rubber seal of No.1 between interior spiral shell and the outer interior spiral shell seal plug of pipe outside pipe, manages the inside thread company of spiral shell in outer
One end of slip casting steel pipe is connect, the other end of slip casting steel pipe is threadedly coupled with spiral shell interior in pipe, the outside screw connecting tube of interior spiral shell in pipe
Interior counterbore shaping mould, is equipped with No. two O-shaped rubber seal in pipe between interior spiral shell in counterbore shaping mould and pipe, counterbore molding in pipe
The outside of mould connects with inner membrance cylinder, is equipped with No. three O-shaped rubber seal in inner membrance cylinder and pipe between counterbore shaping mould, described
The inside of slip casting steel pipe is additionally provided with screw rod, screw rod one end resist pipe it is outer in spiral shell seal plug inside, the screw rod other end is to extension
Inner membrance cylinder is extended through, reinforcement girth sheets is installed on the screw rod of inner membrance cylinder lateral surface, strengthens girth sheets by being set on screw rod
Locking nut be fixed, faced washer and spring washer, spring washer are additionally provided between locking nut and inner membrance cylinder
Positioned at close to locking nut side.
2. a kind of application method of the sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe, which is characterized in that 1) pacify
Dress method：
A) bellmouth steel ring cap makes the contact surface of bellmouth outer guiding slope end face and bellmouth chassis on the outside of the bellmouth working face on bellmouth chassis
Contact, interleaving agent is uniformly smeared in bellmouth steel loop outer wall；
B) trapezoidal Modular rubber strip is installed on along bellmouth steel loop inner wall in locating slot, it is equal along bellmouth steel loop inner wall at defined position
One layer of multi-use mucilage of even smearing；
C) framework of steel reinforcement is placed in together with cable bearer steel loop on bellmouth chassis together, adjusts center and the bellmouth of framework of steel reinforcement
Chassis is concentric；
D) water-swellable adhesive tape is fitly bonded on the bellmouth steel loop inner wall for smearing multi-use mucilage；
E) by the uniform brushing interleaving agent of internal model cylinder, then inner membrance cylinder is steadily sling to above framework of steel reinforcement, from reinforcing bar
The top-down injection of frame, is placed on the internal model bearing stage on bellmouth chassis, and tightening roof door bolt will stitch at internal model barrel close mouth
It closes；
F) defined sequence is pressed after uniformly smearing interleaving agent on the outside of counterbore shaping mould in cone seal plug, pipe, by each zero
It is whole that part and sealing ring are connected into sealed Grouting Pipe molding positioning device, then and the screw rod by the device of ecto-entad from
It penetrates at the location hole of internal model cylinder, until being pierced by reinforcement girth sheets, after faced washer, spring washer are sleeved on screw rod, will fasten
Bolt is spun on screw rod, turns fastening bolt, and the axis for making the device is vertical with inner mold center axis；
G) it after external mold being smeared interleaving agent, is placed on the mounting plane on bellmouth chassis, then fastens external mold and heal up bolt；
H) it is placed on the mounting flange of external mold after socket external mold inner wall uniformly being smeared interleaving agent, spiral shell is fastenedly connected after positioning
Bolt；
I) clamp nut in sealed Grouting Pipe molding positioning device is unclamped, according to cone seal plug and socket external mold inner wall
Contact situation rotates spiral shell in outside the pipe at slip casting steel pipe both ends, interior spiral shell in pipe；
J) installation of all sealed Grouting Pipe molding positioning devices is completed；
K) cast and the vibration compacting of concrete are carried out, and completes the secondary receipts light of socket end face, completes the steam of pipe of concrete
Maintenance, make concrete reaches strength of mould stripping；
2) method for dismounting：
A) the connection bolt that dismounting socket external mold heals up on connection bolt and external mold connecting flange hangs socket external mold with suspension hook
Afterwards, socket external mold is translated into socket shaping external mold to both sides along radius, separates socket external mold；
B) locking nut of sealed Grouting Pipe molding positioning device is unclamped on the inside of internal model cylinder, and dismantles and strengthens girth sheets, put down
Face washer, spring washer；
C) along the axis of sealed Grouting Pipe molding positioning device, bolt draw bar is tapped from inside to outside with hand hammer, makes cone seal
Plug is gone out from concrete tube body, and rubber seal is plucked out spare；
D) internal model cylinder is removed；
E) by the M30 nuts of counterbore shaping mould in the screw rod spinning in pipe of M30 hanging rings, M30 hanging rings are tapped, counterbore is molded in pipe
After being loosened between mould and concrete tube body, hand-held M30 hanging rings exert a force along screw axis, by counterbore shaping mould in pipe from pipe of concrete
It comes off, then rubber seal is plucked out spare in body；
F) dismounting of all sealed Grouting Pipe molding positioning devices is completed.
3. the application method of the sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe as claimed in claim 2,
It is characterized in that, counterbore shaping mould appearance must not have visible spiral trace in the cone seal plug, pipe.
4. the application method of the sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe as claimed in claim 2,
It is characterized in that, the length adjustment of Grouting Pipe and the threaded connection of spiral shell in both ends is big to cone seal plug in the installation method
End end face is in contact position with socket external mold inner wall.
5. the application method of the sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe as claimed in claim 2,
It is characterized in that, the cone seal plug is rushed in dismounting by the way of bolt draw bar is gently tapped from concrete tube body
Go out, avoid socket position concrete damaged.
6. the application method of the sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe as claimed in claim 2,
It is characterized in that, if the water-swellable adhesive tape curtailment needs connector, in joint by front and rear two water-swellable adhesive tape
Between carry out overlapped 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611217724.7A CN108239993B (en) | 2016-12-26 | 2016-12-26 | A kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe and its application method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611217724.7A CN108239993B (en) | 2016-12-26 | 2016-12-26 | A kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe and its application method |
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| CN108239993A true CN108239993A (en) | 2018-07-03 |
| CN108239993B CN108239993B (en) | 2019-10-22 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109129880A (en) * | 2017-06-27 | 2019-01-04 | 黄冈昌耀电力器材有限公司 | A kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe and its application method |
| CN109537911A (en) * | 2018-11-30 | 2019-03-29 | 山西联邦环境工程有限公司 | A kind of method that membrane material is installed and the constructing device based on it |
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| CN101936430A (en) * | 2009-06-30 | 2011-01-05 | 天津万联管道工程有限公司 | Impermeable steel bell and spigot concrete pipe |
| CN201462251U (en) * | 2009-07-09 | 2010-05-12 | 扬州广鑫机械有限公司 | Socket-type force pipe connector |
| CN102359672A (en) * | 2011-09-28 | 2012-02-22 | 无锡华毅管道有限公司 | Prestressed steel cylinder concrete push pipe |
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| CN109129880A (en) * | 2017-06-27 | 2019-01-04 | 黄冈昌耀电力器材有限公司 | A kind of sealed Grouting Pipe molding positioning device of reinforced concrete sewer pipe and its application method |
| CN109537911A (en) * | 2018-11-30 | 2019-03-29 | 山西联邦环境工程有限公司 | A kind of method that membrane material is installed and the constructing device based on it |
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