CN209621267U - Assembled grouting pipe voluntarily slurry stop - Google Patents
Assembled grouting pipe voluntarily slurry stop Download PDFInfo
- Publication number
- CN209621267U CN209621267U CN201920020077.3U CN201920020077U CN209621267U CN 209621267 U CN209621267 U CN 209621267U CN 201920020077 U CN201920020077 U CN 201920020077U CN 209621267 U CN209621267 U CN 209621267U
- Authority
- CN
- China
- Prior art keywords
- grouting pipe
- slip casting
- casing
- voluntarily
- connecting tube
- 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.)
- Active
Links
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model provides a kind of assembled grouting pipe voluntarily slurry stop, belong to the technical field of geotechnical engineering especially underground engineering conduit mortar depositing construction, including grouting pipe, it is provided with baffle grid on the stock inlet of grouting pipe, is provided with external screw thread on the outer wall of stock inlet；It further include casing, sealing ring, backflow preventing mouth plug and slip casting connecting tube；The hush panel of annular is provided on the input end of casing, the inner wall of outlet end is provided with annular groove；Internal screw thread is provided on annular groove；Sealing ring is arranged between the end face of annular groove and the end face of grouting pipe stock inlet；Slip casting connecting tube is fixed in hush panel；Backflow preventing mouth plug is cone, is arranged in casing and slip casting connecting tube.Grouting pipe, casing, backflow preventing mouth plug and slip casting connecting tube are by prefabrication in the slurry stop, it can be used in engineering site quick assembling, without processing slip casting slurry stop in engineering site, the field operation time is shortened, electric welding or cutting operation bring security risk are avoided.
Description
Technical field
The utility model relates to the technical field of geotechnical engineering especially underground engineering conduit mortar depositing construction, more particularly to
A kind of assembled grouting pipe voluntarily slurry stop.
Background technique
With the rapid development of economy, the construction scale that geotechnical engineering includes underground engineering is growing.Geotechnical engineering is applied
The weak rocks soil body or seepage action of ground water are frequently encountered during work or even gush out problem (such as side slope, foundation pit, tunnel, subway, mining
And the Rock And Soil of other underground chambers etc. is reinforced or sealing), the mode for generalling use conduit slip casting reinforces Rock And Soil or intercepts ground
It is lauched.
Traditional conduit grouting method need to process slip casting slurry stop in engineering site, such as soft with slip casting in tail end of conduit
It is welded to connect steel pipe and switch gate valve between pipe, needs to cut joint steel pipe and switch gate valve after slip casting.Due in engineering
The particularity of slip casting, no matter install, be welded or cutting operation be exposed to Rock And Soil do not complete supporting crag under, working space
It is limited, the field operation time is long, risk is larger, in underground engineering weak surrounding rock paragraph, the risk to collapse is larger, in some instances it may even be possible to
Cause the safety accidents such as collapse and cave-in.In addition often there is gas, scene electric welding or cutting operation in coal measures or hydrocarbon formations
There are great security risks.Meanwhile conduit uses merely traditional slurry mode of stopping such as Anchor Agent blocking to run with hell junction
It is serious to starch spillage so that design requirement is not achieved in grouting quality, Rock And Soil consolidation effect or water plugging effect, while also result in compared with
Big waste.Therefore, a kind of safe and efficient, economic, convenient assembled conduit grouting device is needed.
Utility model content
The purpose of this utility model is to provide a kind of assembled grouting pipe voluntarily slurry stops, to improve conventional catheters
Grouting method need to process the technical problem that the slip casting slurry stop bring field operation time is long, risk is big in engineering site.
To achieve the above object, the utility model provides a kind of assembled grouting pipe voluntarily slurry stop, including slip casting
Conduit is provided with baffle grid on the stock inlet of grouting pipe, is provided with external screw thread on the outer wall of stock inlet；Further include casing,
Sealing ring, backflow preventing mouth plug and slip casting connecting tube；The hush panel of annular is provided on the input end of casing, the inner wall of outlet end is provided with
With the annular groove of grouting pipe cooperation；The internal screw thread with the cooperation of the external screw thread of grouting pipe outer wall is provided on annular groove；Sealing
Circle is arranged between the end face of annular groove and the end face of grouting pipe stock inlet；Slip casting connecting tube is fixed in the hush panel；
Backflow preventing mouth plug is cone, is arranged in casing and slip casting connecting tube, tip towards slip casting connecting tube, bottom surface towards grouting pipe,
The internal diameter that the diameter of bottom surface is greater than hush panel is less than the internal diameter of casing, and height value is greater than the internal diameter of casing.
Further, the outer wall of casing is provided with tool slot.
Further, above-mentioned assembled grouting pipe voluntarily slurry stop, further includes round table-like rubber stoping flowing pulp plug；Rubber
Stop grouting plug is set in outside grouting pipe, to block the gap between grouting pipe and Rock And Soil drilling.
Further, above-mentioned assembled grouting pipe voluntarily slurry stop further includes solid seben and buckle；Gu seben is arranged
Outside grouting pipe, it is resisted against in rubber stoping flowing pulp plug；Buckle is set in outside grouting pipe, is resisted against on solid seben.
Further, Gu seben includes two semiorbicular connecting plates, the connecting pin of two connecting plates is turned by rotation axis
Dynamic connection, open end is detachably connected.
Further, buckle includes two the first holding sections and the second holding section, handle, first by rotation axis connection
Bolt and the second bolt；The open end of first holding section and the second holding section is provided with the longitudinal direction passed through for first bolt
Hole；The segmental arc for accommodating handle is provided on first holding section；Eccentric orfice is provided on handle；The first end of first bolt is equipped with
Block, second end are provided with transverse holes, the eccentric orfice pair in transverse holes behind the second holding section and the first holding section and handle
Together；Second bolt passes through the eccentric orfice of handle and the transverse holes of the first bolt.
The beneficial effects of the utility model are:
Before slip casting, first grouting pipe is inserted into the drilling being drilled, is blocked between grouting pipe and Rock And Soil drilling
Sealing ring and backflow preventing mouth plug are put into casing by gap with preventing slurries from outflowing from gap, finally lead internal surface of sleeve pipe and slip casting
Pipe outer wall is connected through a screw thread, tightens.When slip casting, slip casting machine hose is connect with slip casting connecting tube, passes through pushing away for injection slurries
Backflow preventing mouth plug is pushed out, slurries enter grouting pipe through backflow preventing mouth plug periphery gap.After stopping slip casting, in the effect of slurry pressure of backflowing
Lower backflow preventing mouth plug is pushed into hush panel and reaches from whereabouts slurry.To slurries initial set before can be by casing, sealing ring, backflow preventing mouth plug and slip casting
Connecting tube disassembly & recycling cleans spare in time.Assembled grouting pipe provided by the utility model voluntarily slip casting in slurry stop
Conduit, casing, backflow preventing mouth plug and slip casting connecting tube can be used by prefabrication in engineering site quick assembling, without in work
Journey scene processes slip casting slurry stop, shortens the field operation time, avoids electric welding or cutting operation bring security risk,
It is a kind of convenient device of novel simple.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembled grouting pipe provided by the embodiment of the utility model voluntarily slurry stop；
Fig. 2 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop baffle grid main view；
Fig. 3 is the side view of baffle grid shown in Fig. 2；
Fig. 4 is the main view of assembled grouting pipe voluntarily slurry stop middle sleeve shown in Fig. 1；
Fig. 5 is the side view of casing shown in Fig. 4；
Fig. 6 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop sealing ring structural schematic diagram；
Fig. 7 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop backflow preventing mouth plug main view；
Fig. 8 is the right view of backflow preventing mouth plug shown in Fig. 7；
Fig. 9 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop hush panel structural schematic diagram；
Figure 10 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop rubber stoping flowing pulp plug main view；
Figure 11 is the left view of backflow preventing mouth plug shown in Figure 10；
Figure 12 be assembled grouting pipe shown in Fig. 1 voluntarily in slurry stop solid seben structural schematic diagram；
Figure 13 is the structural schematic diagram that assembled grouting pipe shown in Fig. 1 voluntarily buckles in slurry stop.
In figure: 1- grouting pipe；1.1- injected hole；2- baffle grid；3- casing；3.1- annular groove；3.2- tool slot；
4- sealing ring；5- backflow preventing mouth plug；6- slip casting connecting tube；7- hush panel；8- rubber stoping flowing pulp plug；9- consolidates seben；9.1- connecting plate；10-
Buckle；10.1- the first holding section；10.2- the second holding section；10.3- handle；10.4- the first bolt；10.5- the second bolt；
11- rotation axis；The drilling of 101- Rock And Soil；102- rock mass soil face.
Specific embodiment
The present embodiment provides a kind of assembled grouting pipe voluntarily slurry stop, including grouting pipe 1, grouting pipe 1
It is provided with baffle grid 2 on stock inlet, is provided with external screw thread on the outer wall of stock inlet；It further include casing 3, sealing ring 4, backflow preventing mouth plug
5 and slip casting connecting tube 6；The hush panel 7 of annular is provided on the input end of casing 3, the inner wall of outlet end is provided with leads with slip casting
The annular groove 3.1 that pipe 1 cooperates；The internal screw thread with the cooperation of the external screw thread of 1 outer wall of grouting pipe is provided on annular groove 3.1；Sealing
Circle 4 is arranged between the end face of 1 stock inlet of end face and grouting pipe of annular groove 3.1, prevents slurries from grouting pipe 1 and casing
It is flowed out in gap between 3；Slip casting connecting tube 6 is fixed in hush panel 7；Backflow preventing mouth plug 5 is cone, and setting is in casing 3 and note
It starches in connecting tube 6, tip is towards slip casting connecting tube 6, and towards grouting pipe 1, the diameter of bottom surface is greater than the internal diameter of hush panel 7 for bottom surface
Less than the internal diameter of casing 3, it can be put into casing 3 and will not deviate from from slip casting connecting tube 6 to guarantee, height value is greater than casing
3 internal diameter influences only slurry effect to prevent backflow preventing mouth plug 5 from overturning in casing 3.
Before slip casting, first grouting pipe 1 is inserted into the Rock And Soil drilling 101 being drilled, blocks grouting pipe 1 and Rock And Soil
Sealing ring 4 and backflow preventing mouth plug 5 are put into casing 3 by the gap between drilling 101 with preventing slurries from outflowing from gap, finally will
3 inner wall of casing is connected through a screw thread with 1 outer wall of grouting pipe, tightens.When slip casting, slip casting machine hose and slip casting connecting tube 6 are connected
It connects, the thrust by injecting slurries pushes backflow preventing mouth plug 5 open, and slurries enter grouting pipe 1 through 5 periphery gap of backflow preventing mouth plug.Stop slip casting
Afterwards, under the action of backflowing slurry pressure backflow preventing mouth plug 5 be pushed into hush panel 7 reach from whereabouts starch.To slurries initial set before can
By casing 3,6 disassembly & recycling of sealing ring 4, backflow preventing mouth plug 5 and slip casting connecting tube, clean in time spare.The setting of baffle grid 2 is effective
Prevent slurries that backflow preventing mouth plug 5 is pushed into 1 depths of grouting pipe during slip casting, baffle grid 2 can be cross, rice font
Equal various shapes, in the present embodiment, baffle grid 2 is cross.
Further, the outer wall of casing 3 is provided with tool slot 3.2, facilitates installation, disassembly.Specifically, tool slot
3.2 quantity be it is multiple, be arranged along casing 3 is circumferential.
Further, above-mentioned assembled grouting pipe voluntarily slurry stop, further includes round table-like rubber stoping flowing pulp plug 8；Rubber
Glue stop grouting plug 8 is set in outside grouting pipe 1, to block the gap between grouting pipe 1 and Rock And Soil drilling 101.Rubber is only starched
Plug 8 can cooperate with Anchor Agent to be blocked, and is reduced running pulp spillage, is improved grouting quality, Rock And Soil consolidation effect and water plugging effect,
Also reduce the waste of slurry simultaneously.
Further, to prevent rubber stoping flowing pulp plug 8 to be pushed out during slip casting, above-mentioned assembled grouting pipe is from whereabouts
Sizing device further includes solid seben 9 and buckle 10 for being limited to rubber stoping flowing pulp plug 8；Gu seben 9 is set in grouting pipe
Outside 1, it is resisted against in rubber stoping flowing pulp plug 8；Buckle 10 is set in outside grouting pipe 1, is resisted against on solid seben 9.
Gu seben 9 can be circular ring shape plate, internal diameter and 1 major diameter fit of grouting pipe, for the ease of installation, the present embodiment
In, it is preferable that Gu seben 9 includes two semiorbicular connecting plates 9.1, the connecting pin of two connecting plates 9.1 passes through rotation axis 11
Rotation connection, open end are detachably connected by bolt or buckle etc..
Buckle in the prior art can be used in buckle 10, for the ease of loading and unloading and adapting to the grouting pipe 1 of different-diameter, this
In embodiment, it is preferable that buckle 10 includes two the first holding sections 10.1 and the second holding section connected by rotation axis 11
10.2, handle 10.3, the first bolt 10.4 and the second bolt 10.5；The opening of first holding section 10.1 and the second holding section 10.2
End is provided with the longitudinal hole passed through for the first bolt 10.4；The arc for accommodating handle 10.3 is provided on first holding section 10.1
Section；Eccentric orfice is provided on handle 10.3；The first end of first bolt 10.4 is equipped with block, and second end is provided with transverse holes, wears
Transverse holes are aligned with the eccentric orfice on handle 10.3 after crossing the second holding section 10.2 and the first holding section 10.1；Second bolt 10.5
Across the eccentric orfice of handle 10.3 and the transverse holes of the first bolt 10.4.Rotate the first holding section 10.1 and the second holding section 10.2
The two is opened, is fastened on outside grouting pipe 1, the first bolt 10.4 is passed through into the second holding section 10.2 and the first holding section
10.1, the eccentric orfice alignment in the transverse holes and handle 10.3 of the first bolt 10.4 is adjusted, the second bolt 10.5 passes through handle
The transverse holes of 10.3 eccentric orfice and the first bolt 10.4 complete the installation of buckle 10.Pulling handle 10.3 inserts it with second
Pin 10.5 is that shaft rotates on the segmental arc of the first holding section 10.1, due to the second bolt 10.5 and 10.3 decentraction of handle,
During pulling handle 10.3, the first bolt 10.4 can be gone up and down, and adjust the tight of the first holding section 10.1 and the second holding section 10.2
Degree, adapts to the grouting pipe 1 of different-diameter.As long as removing the second bolt 10.5 when disassembly.
Specifically, in the present embodiment, grouting pipe 1, baffle grid 2, casing 3, slip casting connecting tube 6, hush panel 7, solid plug
Plate 9 and buckle 10 are made by steel material；2 points of the baffle grid stock inlet inner walls for being welded in grouting pipe 1；Backflow preventing mouth plug 5 is rubber
Material, shore hardness 55-65；Sealing ring 4 is rubber seal.
In conclusion voluntarily slurry stop can realize that batch production makes to assembled grouting pipe provided in this embodiment, both
It is convenient and practical and save consumptive material, have it is convenient to assemble and disassemble, from whereabouts slurry, slip casting effect is good, highly-safe, high recycling rate, section
About cost the advantages that.The device is suitble to the conduit slurry injection technique of different size and scale, in grouting and reinforcing Rock And Soil or intercepts ground
Being lauched aspect has great advantage and extensive applicable elements, meanwhile, which compensates for geotechnical engineering especially underground work
The drawbacks of journey conduit Construction technology of Pouring cement mortar and construction safety, has extensive promotional value and economic benefit.
The above is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all utilizations
Equivalent structure or equivalent flow shift made by the utility model description is applied directly or indirectly in other relevant
Technical field is also included in the patent protection scope of the utility model.
Claims (6)
1. a kind of assembled grouting pipe voluntarily slurry stop, including grouting pipe, which is characterized in that the grouting pipe into
It is provided with baffle grid on slurry mouth, is provided with external screw thread on the outer wall of stock inlet；
It further include casing, sealing ring, backflow preventing mouth plug and slip casting connecting tube；
The hush panel of annular is provided on the input end of described sleeve pipe, the inner wall of outlet end is provided with the ring with grouting pipe cooperation
Shape slot；
The internal screw thread with the cooperation of the external screw thread of grouting pipe outer wall is provided on the annular groove；
The sealing ring is arranged between the end face of annular groove and the end face of grouting pipe stock inlet；
The slip casting connecting tube is fixed in the hush panel；
The backflow preventing mouth plug is cone, is arranged in casing and slip casting connecting tube, and tip is infused towards slip casting connecting tube, bottom surface direction
Conduit is starched, the internal diameter that the diameter of bottom surface is greater than hush panel is less than the internal diameter of casing, and height value is greater than the internal diameter of casing.
2. assembled grouting pipe according to claim 1 voluntarily slurry stop, which is characterized in that the outer wall of described sleeve pipe
It is provided with tool slot.
3. assembled grouting pipe according to claim 1 voluntarily slurry stop, which is characterized in that further include round table-like
Rubber stoping flowing pulp plug；
The rubber stoping flowing pulp plug is set in outside grouting pipe, to block the gap between grouting pipe and Rock And Soil drilling.
4. assembled grouting pipe according to claim 3 voluntarily slurry stop, which is characterized in that further include solid seben and
Buckle；
The solid seben is set in outside grouting pipe, is resisted against in rubber stoping flowing pulp plug；
The buckle is set in outside grouting pipe, is resisted against on solid seben.
5. assembled grouting pipe according to claim 4 voluntarily slurry stop, which is characterized in that the solid seben includes
The connecting pin of two semiorbicular connecting plates, two connecting plates is rotatablely connected by rotation axis, and open end is detachably connected.
6. assembled grouting pipe according to claim 4 voluntarily slurry stop, which is characterized in that the buckle includes two
A the first holding section and the second holding section, handle, the first bolt and the second bolt by rotating axis connection；
The open end of first holding section and the second holding section is provided with the longitudinal hole passed through for first bolt；
The segmental arc for accommodating handle is provided on first holding section；
Eccentric orfice is provided on the handle；
The first end of first bolt is equipped with block, and second end is provided with transverse holes, passes through the second holding section and the first engaging
Transverse holes are aligned with the eccentric orfice on handle behind portion；
Second bolt passes through the eccentric orfice of handle and the transverse holes of the first bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920020077.3U CN209621267U (en) | 2019-01-07 | 2019-01-07 | Assembled grouting pipe voluntarily slurry stop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920020077.3U CN209621267U (en) | 2019-01-07 | 2019-01-07 | Assembled grouting pipe voluntarily slurry stop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209621267U true CN209621267U (en) | 2019-11-12 |
Family
ID=68449048
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920020077.3U Active CN209621267U (en) | 2019-01-07 | 2019-01-07 | Assembled grouting pipe voluntarily slurry stop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209621267U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707337A (en) * | 2019-01-07 | 2019-05-03 | 中铁十二局集团有限公司 | Assembled grouting pipe voluntarily slurry stop |
| CN113503140A (en) * | 2021-07-26 | 2021-10-15 | 太原理工大学 | Two-stage bag pressurized strengthening hole sealing device and hole sealing method |
-
2019
- 2019-01-07 CN CN201920020077.3U patent/CN209621267U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707337A (en) * | 2019-01-07 | 2019-05-03 | 中铁十二局集团有限公司 | Assembled grouting pipe voluntarily slurry stop |
| CN113503140A (en) * | 2021-07-26 | 2021-10-15 | 太原理工大学 | Two-stage bag pressurized strengthening hole sealing device and hole sealing method |
| CN113503140B (en) * | 2021-07-26 | 2022-05-17 | 太原理工大学 | Two-stage bag pressurized strengthening hole sealing device and hole sealing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101251017B (en) | Subsection retrusive slip-casting method for porthole slurry-stop jackrod | |
| CN105840134B (en) | Wear layer single pouch injection hole sealing device of uplink drilling and its a method for sealing | |
| CN105952475B (en) | A kind of residual exploiting field inbreak abandoned working grouting and reinforcing technology of coal mine and method | |
| CN101666234B (en) | Fracture rock no-slurry-blocking wall compound grouting construction method | |
| CN104141470B (en) | The pore-forming molding method of underground coal mine fracturing borehole casing section | |
| CN102635327B (en) | Grouting method and system of cracked coal rock mass | |
| CN101251018B (en) | Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe | |
| CN101251019B (en) | Subsection retrusive slip-casting method for porthole slurry-stop mixed double-pipe | |
| CN105134127B (en) | A kind of anti-collapse grouting reinforcement device and its application method | |
| CN101624910A (en) | Method for reinforcing concealed tunnel | |
| CN209621267U (en) | Assembled grouting pipe voluntarily slurry stop | |
| CN105909265B (en) | Pass through the anti-protuberance retrusive deep hole grouting system and method for existing shield tunnel | |
| CN110685716A (en) | Sleeve valve pipe grouting method after boulder blasting treatment | |
| CN109707337A (en) | Assembled grouting pipe voluntarily slurry stop | |
| CN105041218A (en) | Collapse-prevention two-way rib wing jetting grouting drill bit and using method thereof | |
| CN203702071U (en) | Water inrush preventing drill ejecting device for water exploration and grouting construction of vertical shaft | |
| CN105201447B (en) | A kind of rapid hardening slurries grouting reinforcement system and its application method | |
| CN111140243A (en) | Slurry balance shield machine and pipe-jacking tunneling construction method applying same | |
| CN201448488U (en) | Back valve and steel tube equipped with the same | |
| CN206581960U (en) | The solid anchoring integral hydraulic expansion anchor pole of mining slip casting | |
| CN104564105B (en) | A kind of apparatus and method of two grades of sleeve pipes of seat earth grouting and reinforcing | |
| CN206129216U (en) | Drilling blowout preventer regulatees watercourses in underground mine | |
| CN204456228U (en) | A kind of diaphragm wall fast plugging device | |
| CN202531098U (en) | Broken coal-rock mass grouting system | |
| CN207813564U (en) | A kind of cyclic permutation grouting device of drilling pipe-fixing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |