CN106759249A - A kind of corrugated steel pipe is strengthened and grouting device - Google Patents
A kind of corrugated steel pipe is strengthened and grouting device Download PDFInfo
- Publication number
- CN106759249A CN106759249A CN201611242709.8A CN201611242709A CN106759249A CN 106759249 A CN106759249 A CN 106759249A CN 201611242709 A CN201611242709 A CN 201611242709A CN 106759249 A CN106759249 A CN 106759249A
- Authority
- CN
- China
- Prior art keywords
- steel pipe
- slip casting
- corrugated steel
- hole
- corrugated
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/12—Consolidating by placing solidifying or pore-filling substances in the soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/003—Injection of material
Abstract
A kind of corrugated steel pipe is strengthened and grouting device, belongs to municipal engineering construction equipment technical field, and slip casting is carried out for strengthening the intensity of corrugated steel pipe and backfilling position to corrugated steel pipe bottom simultaneously.Its technical scheme is：It is annular to strengthen slip casting steel pipe, strengthen the excircle that slip casting steel pipe is looped around corrugated steel pipe, the annulus for strengthening slip casting steel pipe is made up of more than 2 sections arc-shaped steel tubes, it is to be detachably connected between each section, it is arranged in parallel along the length direction of corrugated steel pipe that multiple strengthens slip casting steel pipe, each bottom for strengthening slip casting steel pipe is evenly equipped with multiple slip casting apertures, and the upper end that multiple strengthens slip casting steel pipe is separately installed with slip casting flange, and slip casting flange is connected by bump joint, grouting pipe with slip casting machine.Simple structure of the present invention, easy construction, work well, improve the density on self-strength and corrugated steel pipe the lower section basis of corrugated steel pipe, technical support is provided to promote the use of corrugated steel pipe in urban construction, with significant Social benefit and economic benefit.
Description
Technical field
Carry out strengthening and backfill position to corrugated steel pipe bottom simultaneously to enter the present invention relates to a kind of intensity to corrugated steel pipe
The device of row slip casting, belongs to municipal engineering construction equipment technical field.
Background technology
At present, corrugated steel pipe largely is used in Municipal underground installation, is found in the construction of corrugated steel pipe, steel ripple
When pipe top bankets very high, dead load is very big, and corrugated steel pipe bearing capacity is not enough, it is necessary to increase reinforcement.It is quiet when banketing very low
Load is small, but dynamic loading is very big, and frequently corrugated steel pipe is pressed, it is also desirable to which corrugated steel pipe increases bearing capacity, increases reinforcement.
On the other hand, find that corrugated steel pipe lower wedge position is difficult construction in many project practice, machinery can not be used, can only manually smash
It is real, desired packing is extremely difficult to, because the soil property at the position is soft, corrugated steel pipe will occur under upper portion pressurized state
Deformation, directly affects the structural strength of corrugated steel pipe, reduce the service life of corrugated steel pipe.Therefore, steel ripple how is strengthened
The intensity of line pipe and be the problem demanding prompt solution in construction to improving the backfill quality at corrugated steel pipe bottom wedge shape position.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of corrugated steel pipe and strengthen and grouting device, and this device can
Strengthen the intensity of corrugated steel pipe, while slip casting can be carried out to the wedge-shaped position in corrugated steel pipe lower section, make the density at the backfill position
Reach design requirement, it is to avoid corrugated steel pipe is pressurized and deforms downwards, it is ensured that the service life of corrugated steel pipe.
Solving the technical scheme of above-mentioned technical problem is：
A kind of corrugated steel pipe is strengthened and grouting device, it include strengthening slip casting steel pipe, slip casting flange, bump joint, grouting pipe,
Slip casting machine, it is annular to strengthen slip casting steel pipe, and the annulus for strengthening slip casting steel pipe matches with the circumference of corrugated steel pipe, strengthens slip casting
Steel pipe is looped around the excircle of corrugated steel pipe, and the annulus for strengthening slip casting steel pipe is made up of more than 2 sections arc-shaped steel tubes, between each section
To be detachably connected, multiple reinforcement slip casting steel pipe is arranged in parallel along the length direction of corrugated steel pipe, and each strengthens slip casting steel pipe
Bottom be evenly equipped with multiple slip casting apertures, the upper ends that multiple strengthens slip casting steel pipes are separately installed with slip casting flange, slip casting flange with
Bump joint is connected, and bump joint is connected with grouting pipe, and grouting pipe is connected with slip casting machine.
Above-mentioned corrugated steel pipe is strengthened and grouting device, has on the inner side tube wall of the annular body of the reinforcement slip casting steel pipe
Multiple is connected hole, and multiple is connected holes along the circumference uniform distributions for strengthening slip casting steel pipe, has on the tube wall of corrugated steel pipe
Corresponding bolt connecting hole, connecting bolt passes through be connected hole and the bolt connecting hole will to strengthen slip casting steel pipe with corrugated steel pipe
Tube wall is fixedly connected, and has multiple fastener holes on the outside tube wall of the annular body for strengthening slip casting steel pipe, and fastener hole is located at connection
The top of fixing hole, fastener hole is relative one by one with the hole that is connected, and has connecting screw hole on the tube wall of fastener hole both sides, and closure leads to
Connecting screw hole is crossed to cover on fastener hole.
Above-mentioned corrugated steel pipe is strengthened and grouting device, arranged in parallel adjacent of the length direction along corrugated steel pipe plus
Spacing between injection slurry steel pipe is 0.2-1.5 meters, and the spacing strengthened between the adjacent hole that is connected of slip casting steel pipe circumference is
300-600mm。
Above-mentioned corrugated steel pipe is strengthened and grouting device, the reinforcement slip casting penstock installation corrugated steel pipe crest location,
Strengthening the inner side tube wall circumference of the annular body of slip casting steel pipe has the circular groove recessed to body inner side of circular body,
The circular arc degree of groove matches with the circular arc of the crest of corrugated steel pipe, and the outer surface of groove closely connects with the crest of corrugated steel pipe
Touch.
Above-mentioned corrugated steel pipe is strengthened and grouting device, the reinforcement slip casting penstock installation corrugated steel pipe wave trough position,
Strengthening the inner side tube wall circumference of the annular body of slip casting steel pipe has the arc-shaped convex to body outside protrusion of circular body,
Raised circular arc degree matches with the circular arc of the trough of corrugated steel pipe, and raised outer surface closely connects with the trough of corrugated steel pipe
Touch.
The beneficial effects of the invention are as follows：
The present invention is mounted with multiple reinforcement slip casting steel pipes in the circumference of corrugated steel pipe, strengthens slip casting steel pipe and passes through connecting bolt and steel
The tube wall of bellows is fastenedly connected, and strengthening slip casting steel pipe can dramatically increase the intensity of corrugated steel pipe, improve corrugated steel pipe pressure-bearing
Ability.Meanwhile, by strengthening the slip casting aperture of Grouting Pipe to the lower section slip casting of corrugated steel pipe, grouting serous fluid flows to steel ripple to slip casting machine
At the wedge shape of line pipe lower section, the gap filling at position will not be compacted at wedge shape, the earthwork density below corrugated steel pipe is reached design
It is required that, corrugated steel pipe can be supported, prevent corrugated steel pipe to be pressurized and deform downwards, it is ensured that the service life of corrugated steel pipe.This
Inventive structure is simple, easy construction, work well, improve corrugated steel pipe self-strength and corrugated steel pipe lower section basis it is close
Degree, provides technical support, with significant Social benefit and economic benefit to promote the use of corrugated steel pipe in urban construction.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the structural representation of the reinforcement slip casting steel pipe of crest location；
Fig. 4 is the structural representation of the reinforcement slip casting steel pipe of wave trough position.
Marked in figure as follows：Corrugated steel pipe 1, crest 2, trough 3, strengthen slip casting steel pipe 4, slip casting aperture 5, position 6 of loosening the soil,
Slip casting flange 7, bump joint 8, grouting pipe 9, slip casting machine 10, the hole 11 that is connected, connecting bolt 12, bolt connecting hole 13,
Fastener hole 14, closure 15, box spanner 16, groove 17, raised 18.
Specific embodiment
The present invention is by reinforcement slip casting steel pipe 4, slip casting flange 7, bump joint 8, grouting pipe 9, slip casting machine 10, connecting bolt
12nd, closure 14 is constituted.
Fig. 1,2 displays, it is annular pipe to strengthen slip casting steel pipe 4, strengthens the annulus and corrugated steel pipe 1 of slip casting steel pipe 4
Circumference matches, and strengthens the excircle that slip casting steel pipe 4 is looped around corrugated steel pipe 4, strengthens the annulus of slip casting steel pipe 4 by more than 2 sections
Arc-shaped steel tube is constituted, and is to be detachably connected between each section.Being detachably connected can use flange connection, it would however also be possible to employ
Clamp connection structure.Clamp connection structure is mounted in two sections of arc-shaped steel tube junctions, two cards using two relative hoop sleeves
The relative both sides of hoop are each with 4 bolt connections, the sealing of two clip intermediate cryptographics or sealing gasket, prevent slurries from leaking.Junction
Can not select at injection point and have at grouting port.
It is non-standard to strengthen slip casting steel pipe 4, and wall thickness 4-20mm is processed using the special curved equipment of type, it is special it is customized form,
External diameter according to corrugated steel pipe 1 is processed.
Fig. 1,2 displays, multiple reinforcement slip casting steel pipe 4 are arranged in parallel along the length direction of corrugated steel pipe 1, adjacent to strengthen note
Spacing between slurry steel pipe 4 is 1-1.5 meters.Each bottom for strengthening slip casting steel pipe 4 is evenly equipped with multiple slip casting apertures 5.Multiple adds
The upper end of injection slurry steel pipe 4 is respectively mounted slip casting flange 7, and slip casting flange 7 is connected with bump joint 8, bump joint 8 and slip casting
Conduit 9 is connected, and grouting pipe 9 is connected with slip casting machine 10.During slip casting, be input into for slip casting by grouting pipe 9 by slip casting machine 10
To in reinforcement slip casting steel pipe 4, the wedge-shaped position in the lower section of corrugated steel pipe 1 is injected into by the slip casting aperture 5 for strengthening the bottom of slip casting steel pipe 4
Backfill in, fill gap, to support corrugated steel pipe 1, prevent deformation.
Fig. 3 shows that reinforcement slip casting steel pipe 4 is arranged on the position of crest 2 of corrugated steel pipe 1.Because the position of crest 2 is to arch
The curved surface for rising, the inner side tube wall circumference of the annular body of reinforcement slip casting steel pipe 4 with matching have circular body to pipe
The recessed circular groove 17 in internal side, the circular arc degree of groove 17 matches with the circular arc of the crest 2 of corrugated steel pipe 1, groove 17
Outer surface be in close contact with the crest 2 of corrugated steel pipe 1.
Fig. 4 shows that reinforcement slip casting steel pipe 4 is arranged on the position of trough 3 of corrugated steel pipe 1, strengthens the annular of slip casting steel pipe 4
The inner side tube wall circumference of body has the arc-shaped convex 18 to body outside protrusion of circular body, raised 18 circular arc degree and steel
The circular arc of the trough 3 of bellows 4 matches, and raised 18 outer surface is in close contact with the trough 3 of corrugated steel pipe 1.
Fig. 3,4 displays, are strengthened slip casting steel pipe 4 and are connected using connecting bolt 12 at crest 2 and trough 3 with corrugated steel pipe 1
Connect.Specific connected mode is that have multiple to be connected hole 11 on the inner side tube wall of annular body for strengthening slip casting steel pipe 4,
Multiple is connected hole 11 along the circumference uniform distribution for strengthening slip casting steel pipe 4, and the spacing between the adjacent hole 11 that is connected is
400mm.There is corresponding bolt connecting hole 13 on the tube wall of corrugated steel pipe 1, connecting bolt 12 passes through be connected hole 11 and spiral shell
Bolt connecting hole 13 is fixedly connected slip casting steel pipe 4 is strengthened with the tube wall of corrugated steel pipe 1.
Fig. 3,4 displays are because connecting bolt 12 is located at the intracavity bottom for strengthening slip casting steel pipe 4 therefore necessary when mounted
Carried out by the tube wall for strengthening slip casting steel pipe 4, its method is, on the outside tube wall of annular body for strengthening slip casting steel pipe 4
Multiple fastener holes 14 are provided with, fastener hole 14 is located at the top in the hole 11 that is connected, fastener hole 14 and the phase one by one of hole 11 that is connected
It is right.When installing connecting bolt 12, intermediate cryptographic packing ensures sealing, and box spanner 16 is extend into reinforcement slip casting from fastener hole 14
In steel pipe 4, nut is entangled in the front end of box spanner 16, the rear portion of rotational sleeve spanner 16 by nut, then from fastener hole
Box spanner 16 is withdrawn from 14.There is connecting screw hole on the tube wall of the both sides of fastener hole 14, closure is used after tightening connecting bolt 12
15 are blocked fastener hole 14 by connecting screw hole.The structure of box spanner 16 is current techique, due to needing placement in sleeve
The space of the front end screw rod of connecting bolt 12, therefore the inner chamber of sleeve needs lengthening, other structures are identical with general box spanner.
Application method of the invention is as follows：
（1）The grading ring for strengthening slip casting steel pipe 4 is attached after corrugated steel pipe 1, crest of the link position in corrugated steel pipe 1
2 or trough 3.When low load high, span and when disposal load is larger on highway, it is respectively mounted on each crest 2 or trough 3；Work as height
Low load, span and when disposal load is general on highway, can be spaced apart.Such as without particular/special requirement, between reinforcement slip casting steel pipe 4
Spacing is 1-1.5 meters.
（2）The hole 11 that is connected for strengthening slip casting steel pipe 4 is relative with the bolt connecting hole 13 of corrugated steel pipe 1, and insertion connects
Connecting bolt 12, intermediate cryptographic packing ensures sealing, and box spanner 16 is extend into reinforcement slip casting steel pipe 4 from fastener hole 14, turns
Then the nut of connecting bolt 12 is withdrawn from box spanner 16 by the rear portion of moving sleeve spanner 16 from fastener hole 14, fastening
Hole 14 is blocked with closure 15, makes reinforcement slip casting steel pipe 4 for closed body, is easy to injection slurry to be flowed from the slip casting aperture 5 of bottom
To the uncompacted position filling gap in the bottom of corrugated steel pipe 1 wedge shape position.
（3）Strengthen adpting flange joint 8, bump joint 8 and the phase of grouting pipe 9 on the slip casting flange 7 of the upper end of slip casting steel pipe 4
Connection, grouting pipe 9 is connected with slip casting machine 10.Slurries are pressurizeed in slip casting machine 10, and reinforcement slip casting is injected into by grouting pipe 9
In steel pipe 4.When corrugated steel pipe 1 is backfilled to 2/3rds of height or so can initiation pressure slip casting, injection slurry flows to steel ripple
The uncompacted position in the bottom of pipe 1 wedge shape position, fills gap, to support corrugated steel pipe 1, prevents deformation.
（4）Behind injection slurry wedge shape position whole full of the bottom of corrugated steel pipe 1, strengthen leaving slurries in slip casting steel pipe 4, coagulate
Gu after also can as corrugated steel pipe 1 strengthen use.
Claims (5)
1. a kind of corrugated steel pipe is strengthened and grouting device, it is characterised in that：It includes strengthening slip casting steel pipe（4）, slip casting flange
（7）, bump joint（8）, grouting pipe（9）, slip casting machine（10）, strengthen slip casting steel pipe（4）It is annular, strengthens slip casting steel pipe
（4）Annulus and corrugated steel pipe（1）Circumference match, strengthen slip casting steel pipe（4）It is looped around corrugated steel pipe（1）Excircle,
Strengthen slip casting steel pipe（4）Annulus be made up of more than 2 sections arc-shaped steel tubes, to be detachably connected between each section, multiple strengthens note
Slurry steel pipe（4）Along corrugated steel pipe（1）Length direction it is arranged in parallel, each strengthen slip casting steel pipe（4）Bottom be evenly equipped with it is many
Individual slip casting aperture（5）, multiple reinforcement slip casting steel pipe（4）Upper end be separately installed with slip casting flange（7）, slip casting flange（7）With method
Blue joint（8）It is connected, bump joint（8）With grouting pipe（9）It is connected, grouting pipe（9）With slip casting machine（10）It is connected.
2. corrugated steel pipe according to claim 1 is strengthened and grouting device, it is characterised in that：The reinforcement slip casting steel pipe
（4）Annular body inner side tube wall on there is multiple to be connected hole（11）, multiple is connected hole（11）Noted along reinforcement
Slurry steel pipe（4）Circumference uniform distribution, in corrugated steel pipe（4）Tube wall on have corresponding bolt connecting hole（13）, connecting bolt（12）
Through the hole that is connected（11）And bolt connecting hole（13）Slip casting steel pipe will be strengthened（4）With corrugated steel pipe（1）Tube wall fix connect
Connect, strengthen slip casting steel pipe（4）Annular body outside tube wall on have multiple fastener holes（14）, fastener hole（14）Positioned at connection
Fixing hole（11）Top, fastener hole（14）With the hole that is connected（11）It is relative one by one, fastener hole（14）Have on the tube wall of both sides
Connecting screw hole, closure（15）Cover in fastener hole（14）On, bolt passes through connecting screw hole by closure（15）It is fixed.
3. corrugated steel pipe according to claim 2 is strengthened and grouting device, it is characterised in that：It is described along corrugated steel pipe
（1）Length direction adjacent reinforcement slip casting steel pipe arranged in parallel（4）Between spacing be 1-1.5 meters, strengthen slip casting steel pipe
（4）The adjacent hole that is connected of circumference（11）Between spacing be 400mm.
4. corrugated steel pipe according to claim 3 is strengthened and grouting device, it is characterised in that：The reinforcement slip casting steel pipe
（4）Installed in corrugated steel pipe（1）Crest（2）Position, strengthens slip casting steel pipe（4）The inner side tube wall circumference of annular body have
Around the circular groove recessed to body inner side of body（17）, groove（17）Circular arc degree and corrugated steel pipe（1）Crest
（2）Circular arc match, groove（17）Outer surface and corrugated steel pipe（1）Crest（2）It is in close contact.
5. corrugated steel pipe according to claim 3 is strengthened and grouting device, it is characterised in that：The reinforcement slip casting steel pipe
（4）Installed in corrugated steel pipe（1）Trough（3）Position, strengthens slip casting steel pipe（4）The inner side tube wall circumference of annular body have
Around the arc-shaped convex to body outside protrusion of body（18）, it is raised（18）Circular arc degree and corrugated steel pipe（1）Trough
（3）Circular arc match, it is raised（18）Outer surface and corrugated steel pipe（1）Trough（3）It is in close contact.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611242709.8A CN106759249B (en) | 2016-12-29 | 2016-12-29 | A kind of corrugated steel pipe reinforces and grouting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611242709.8A CN106759249B (en) | 2016-12-29 | 2016-12-29 | A kind of corrugated steel pipe reinforces and grouting device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106759249A true CN106759249A (en) | 2017-05-31 |
| CN106759249B CN106759249B (en) | 2018-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611242709.8A Active CN106759249B (en) | 2016-12-29 | 2016-12-29 | A kind of corrugated steel pipe reinforces and grouting device |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086447A (en) * | 2017-12-13 | 2018-05-29 | 中国二十二冶集团有限公司 | Concrete drain pipeline interface ring-type grouting construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5879082A (en) * | 1981-11-05 | 1983-05-12 | Kyokado Eng Co Ltd | Construction method of composite grout |
| CN101532290A (en) * | 2009-02-25 | 2009-09-16 | 河海大学 | Granule grouting pile of ripple plastic sleeve with hole for strengthening soft soil foundation and strengthening method |
| CN203514214U (en) * | 2013-10-18 | 2014-04-02 | 河北腾是达金属结构有限公司 | Steel corrugated pipe culvert improved structure for road construction |
| CN104131707A (en) * | 2014-08-08 | 2014-11-05 | 青岛海川建设集团有限公司 | Prestressed structure pore passage grouting device and construction method of prestressed structure pore passage grouting device |
| CN206337562U (en) * | 2016-12-29 | 2017-07-18 | 衡水益通管业股份有限公司 | A kind of corrugated steel pipe is strengthened and grouting device |
-
2016
- 2016-12-29 CN CN201611242709.8A patent/CN106759249B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5879082A (en) * | 1981-11-05 | 1983-05-12 | Kyokado Eng Co Ltd | Construction method of composite grout |
| CN101532290A (en) * | 2009-02-25 | 2009-09-16 | 河海大学 | Granule grouting pile of ripple plastic sleeve with hole for strengthening soft soil foundation and strengthening method |
| CN203514214U (en) * | 2013-10-18 | 2014-04-02 | 河北腾是达金属结构有限公司 | Steel corrugated pipe culvert improved structure for road construction |
| CN104131707A (en) * | 2014-08-08 | 2014-11-05 | 青岛海川建设集团有限公司 | Prestressed structure pore passage grouting device and construction method of prestressed structure pore passage grouting device |
| CN206337562U (en) * | 2016-12-29 | 2017-07-18 | 衡水益通管业股份有限公司 | A kind of corrugated steel pipe is strengthened and grouting device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086447A (en) * | 2017-12-13 | 2018-05-29 | 中国二十二冶集团有限公司 | Concrete drain pipeline interface ring-type grouting construction method |
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| Publication number | Publication date |
|---|---|
| CN106759249B (en) | 2018-09-07 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of invention: A device for strengthening and grouting steel bellows Effective date of registration: 20230313 Granted publication date: 20180907 Pledgee: Cangzhou Bank Co.,Ltd. Hengshui Branch Pledgor: HENGSHUI YITONG PIPE INDUSTRY Co.,Ltd. Registration number: Y2023980034707 |
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