CN204788226U - High -pressure grouting lifts warp monitoring devices - Google Patents
High -pressure grouting lifts warp monitoring devices Download PDFInfo
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- CN204788226U CN204788226U CN201520281237.1U CN201520281237U CN204788226U CN 204788226 U CN204788226 U CN 204788226U CN 201520281237 U CN201520281237 U CN 201520281237U CN 204788226 U CN204788226 U CN 204788226U
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Abstract
The utility model discloses a high -pressure grouting lifts warp monitoring devices. Monitoring devices includes benchmark pipe and protection tube, axle in anchor pipe and interior anchor head upper portion are provided with and slide in the benchmark socle end, the protection tube bottom is connected with the slip overcoat, and outer cover epaxial sealing element that is equipped with between and in sliding should slide, sliding in benchmark pipe lower part, the suit inlays the flexible plug of pressure between interior axle and the protection tube lower part slip overcoat, benchmark nose end is installed ground and is lifted the observation amesdial, benchmark pipe, the interior axle that slides, interior anchor pipe and interior anchor head all have the cavity passageway, and each cavity passageway series connection forms the passageway that is in the milk. The utility model discloses the effectual high -pressure grouting in -process that has prevented produces cluster thick liquid consolidation problem between protection tube and the benchmark pipe, has guaranteed to lift sealed and deformation displacement free skating mobility ability between deformation observation device protection tube and the benchmark pipe to the accuracy of observation that lifts the deformation observation device has been ensured.
Description
Technical field
The utility model relates to a kind of high-pressure grouting and lifts deformation monitoring device, belong to dealing with foundation consolidation and impervious grouting engineering field, be mainly used in dealing with foundation consolidation and impervious grouting process, carrying out grouting in real time and lift deformation monitoring, lift distortion to avoid producing larger grouting because filling intensity is excessive, cause upper building to destroy.
Background technology
When carrying out ground base enforcement and impervious grouting, pouring into the slurries in formation pore or crack, along with the amount of pouring into and grouting pressure intensity strengthen, namely likely producing grouting and lifting deformation failure.Existing grouting lifts between deformation observing device protection tube and prover pipe and adopts clay, sea-tangle, butter, gypsum or single rubber blanket carry out seal isolation and easily produce high pressure grout leaking consolidation more; impact lifts deformation observing device accuracy of observation, even causes that to lift deformation observing device malfunctioning and jeopardize upper building safety.
Utility model content
Lift between deformation observing device protection tube and prover pipe for existing grouting and easily produce high pressure grout leaking consolidation, impact lifts deformation observing device accuracy of observation problem, propose a kind of high-pressure grouting and lift deformation monitoring device, this monitoring device has adopt elastic plug between protection tube and prover pipe, and in sliding outer cover and slip, between axle, adopt the multi-sealing structure of seal element, can effectively prevent from producing grout leaking solidification problem between protection tube and prover pipe in high-pressure grouting process, guarantee lifts and to seal between deformation observing device protection tube and prover pipe and deformation displacement is free to slide performance, thus guarantee the accuracy of observation lifting deformation observing device.
To achieve these goals, the technical scheme that the utility model adopts is:
A kind of high-pressure grouting lifts deformation monitoring device, comprises prover pipe and is sleeved on the protection tube outside prover pipe; Its design feature is, described prover pipe bottom is connected with axle in slip, and described protection tube bottom is connected with sliding outer cover, in this sliding outer cover is sleeved on and slides on axle, and is provided with seal element between described sliding outer cover and the interior axle of slip; In described slip, axle bottom is connected with interior anchor tube, and this interior anchor tube is equipped with Inner bolt head; In described slip, axle bottom is set with elastic plug; Described prover pipe top is provided with displacement detector by stand;
Described prover pipe, slide interior axle, interior anchor tube and Inner bolt head all have hollow channel, and the hollow channel of this prover pipe, the hollow channel series connection of the slide interior hollow channel of axle, the hollow channel of interior anchor tube and Inner bolt head form grouting channel.
Described seal element is preferably many group O RunddichtringOs.
Be below the technical scheme of further improvement of the utility model:
In described prover pipe, protection tube, sliding outer cover, slip, axle, interior anchor tube and Inner bolt head are all placed in mounting hole.
Described sliding outer cover bottom is embedding to be pressed on elastic plug; When protection tube presses down together with sliding outer cover, this elastic plug can produce the swollen anchoring section top hole wall to mounting hole bottom of pressure and carry out partial closure.
Described elastic plug adopts weatherability and permanance elastic rubber plug preferably, and the length of this elastic rubber plug needs to determine according to the grouting of mounting hole anchoring section formation condition, and preferred described elastic plug is not less than 30cm along the length of the axis direction of the interior axle that slides.In described elastic rubber plug is sleeved on and slides, axle is embeddingly pressed in shaft shoulder dish.
Preferably, the aperture of described mounting hole is greater than protection tube external diameter, and is not less than 75mm.
Described prover pipe with there is between protection tube stratum lift the relative free motion gap of distortion.
Preferably, described interior anchor tube adopts cement underflow or sand-cement slurry to carry out grouting anchoring together with Inner bolt head.
Preferably, between described mounting hole and protection tube, adopt cement underflow or sand-cement slurry filling to be in the milk, or adopt fine sand filling grouting.
Further, above-mentioned high-pressure grouting lifts the installation method of deformation monitoring device, comprises the steps:
The boring of S1, mounting hole and grouting, the technical requirement of mounting hole grouting process is undertaken by designing requirement according to formation condition, and drilling depth enters required by grouting carries out lifting below observation depth of stratum comparatively rockmass, and the diameter of mounting hole must be greater than the external diameter of protection tube; After mounting hole boring completes with grouting, scene carries out an acceptance inspection, and proceeds to step S2 after qualified;
Axle, elastic plug, sliding outer cover, interior anchor tube and Inner bolt head in S2, successively connection slide also enter in mounting hole to be fastened in mounting hole aperture under lifting;
S3, connection first, top prover pipe and protection tube also enter in mounting hole to be fastened in mounting hole aperture under lifting; Afterwards, connect successively and lift down remaining prover pipe of top and protection tube, until enter mounting hole anchoring section under interior anchor tube and Inner bolt head;
S4, upwards carry protection tube 5-10cm, and by described grouting channel to the anchored end cement injection underflow of mounting hole bottom or sand-cement slurry, internally anchor tube and Inner bolt head carry out anchor grouting simultaneously, and carry out filling grouting between protection tube and mounting hole;
S5, transfer protection tube and continue to press down protection tube 5-10cm to elastic plug pressure is swollen be adjacent to closed mounting hole hole wall after, close to starch to anchoring section and wait to coagulate; To anchored end screen slurry more than the 60min containing piestic water, then continue to close to starch and wait to coagulate, treat that the solidifying time is not less than 72h.
S6, build ground, mounting hole aperture lift deformation observation table magnetic bracket sit pier, prover pipe top is provided with institute's displacement sensing device by stand.
Thus, complete whole lift observation device install after, namely in Observable filling process, ground lifts deformation displacement value relative to lifting deformation observing device prover pipe top.
Displacement detector described in the utility model is preferably the monitoring device that ground lifts observation clock gauge or band displacement transducer.
Further, boring of the present utility model can adopt geology to turn round core drill to enter technique and carry out.
Prover pipe of the present utility model and protection tube are many single tubes and are connected in series and form.
The top that described prover pipe top exceeds protection tube is no more than 5cm.
Thus, axle 5, interior anchor tube 7, Inner bolt head 8 in described prover pipe 1 lower end is connected to successively and slides, wherein, anchor tube 7 and Inner bolt head 8 are all anchored in regulation anchoring section in mounting hole; Protection tube 2 lower end is connected to sliding outer cover 3, and described sliding outer cover bottom is embedding is pressed with elastic plug; Described interior anchor tube and Inner bolt head adopt cement underflow or sand-cement slurry to carry out grouting anchoring; The protection tube 2 preventing grouting grout leaking consolidation is provided with outside described prover pipe 1.
Thus, it is under basis is similar to Xiangjiabahydropower project high water head service condition that high-pressure grouting of the present utility model lifts deformation observing device, carry out sluicing monolith flexure core portion shatter belt " high pressure impact extrusion " strengthening grouting construction zero and lift requirement, O RunddichtringO multi-sealing structure between axle is adopted in elastic rubber plug and sliding outer cover and slip between a kind of protection tube that research is released and prover pipe, can effectively avoid producing grout leaking consolidation to lifting between observation device protection tube and prover pipe in high-pressure grouting process, guarantee the reliability and the deformation observation precision that lift deformation observing device, to guarantee in Xiangjiabahydropower project sluicing monolith flexure core portion shatter belt " high pressure impact extrusion " strengthening grouting process that zero lifts effective Inspect and control, guarantee the safe operation of Xiangjiabahydropower project dam high water head.
Compared with prior art; the beneficial effect that the utility model has is: adopt between protection tube of the present utility model and prover pipe and press embedding elastic plug; O RunddichtringO is adopted between sliding outer cover and the interior axle of slip; thus formation multi-sealing structure; effectively prevent in high-pressure grouting process and produce grout leaking solidification problem between protection tube and prover pipe, thus guarantee the reliability lifting deformation monitoring and the deformation observation precision that lift deformation observing device.
Accompanying drawing explanation
Fig. 1 is the structure principle chart of the utility model embodiment.
In the drawings
1-prover pipe; 2-protection tube; 3-sliding outer cover; 4-O RunddichtringO; Axle in 5-slides; 6-elastic rubber plug; Anchor tube in 7-; 8-Inner bolt head; 9-mounting hole; 10-clock gauge; 11-anchor grouting body; 12-dial framework seat; 13-glass plate or steel plate.
Embodiment
A kind of high-pressure grouting lifts deformation monitoring device, as shown in Figure 1, comprises mounting hole 9, prover pipe 1, protection tube 2, and ground lifts observation clock gauge 10.Described mounting hole 9 is for burying prover pipe 1, protection tube 2 and the boring carried out specially underground; Axle 5, interior anchor tube 7, Inner bolt head 8 in described prover pipe 1 lower end is connected to successively and slides; The protection tube 2 preventing grouting grout leaking consolidation is provided with outside described prover pipe 1; Described protection tube 2 lower end is connected to sliding outer cover 3; Described sliding outer cover 3 bottom is embedding is pressed with elastic rubber plug 6; Described elastic rubber plug 6 is sleeved on axle 5 in prover pipe 1 lower slide and is embeddingly pressed in shaft shoulder dish; O RunddichtringO 4 multi-sealing structure between axle 5 is provided with in elastic rubber plug 6 and sliding outer cover and slip between described protection tube and prover pipe.
Described mounting hole adopts geology rotary drilling technological borehole, and drilling depth enters in filling process and requires to carry out lifting below observation depth of stratum comparatively rockmass; Mounting hole diameter must be greater than protection tube external diameter, and aperture is not less than 75mm is advisable.
Described prover pipe 1 can adopt internal diameter to be 25mm, wall thickness 3-5mm weldless steel tube; Described protection tube 2 can adopt internal diameter to be 50mm, wall thickness 3-5mm weldless steel tube; Described prover pipe is equal with protection tube top connecting pipe joint length, and when installing assembling, prover pipe exceeds protection tube 10cm to 20cm, is convenient to installation lifting lifting convenient.
Described elastic rubber plug 6 adopts weatherability and the permanance elastic rubber plug preferably of custom-made, and elastic rubber plug length needs to determine according to the grouting of mounting hole anchoring section formation condition, and is not less than 30cm and is advisable.
Described interior anchor tube 7 is all anchored in regulation anchoring section in mounting hole with Inner bolt head 8; Described interior anchor tube and Inner bolt head adopt sand-cement slurry or cement underflow to carry out grouting anchoring.Adopt cement underflow or sand-cement slurry to carry out filling grouting between described protection tube and hole wall, also can adopt fine sand filling.
Described ground lifts observation clock gauge 10 and adopts commercially available high precision clock gauge.
As shown in Figure 1, the high-pressure grouting described in the present embodiment lifts deformation observing device, and to install and use flow process as follows:
1, arrange according to designing requirement and carry out mounting hole 9 and hole and grouting, boring can adopt geology to turn round core drill to enter technique and carry out; The technical requirement of mounting hole grouting process is undertaken by designing requirement according to formation condition; Drilling depth enters required by grouting carries out lifting below observation depth of stratum comparatively rockmass; Mounting hole 9 diameter must be greater than protection tube external diameter, and aperture is not less than 75mm is advisable.After mounting hole boring completes with grouting, scene carries out an acceptance inspection qualified.
2, according to lifting axle 5, elastic plug 6, protection tube sliding outer cover 3 in the slip of deformation observing device structure assembling prover pipe; Connect anchor tube 7 and Inner bolt head 8 in prover pipe to enter in mounting hole 9 to be fastened in aperture under also lifting.
3, connection first, top prover pipe and protection tube enter in mounting hole 9 to be fastened in aperture under also lifting; Afterwards, connect successively and lift down all prover pipes in top and protection tube until enter mounting hole 9 anchoring section under interior anchor tube and Inner bolt head.
4, carry outside protective pipe 5-10cm on, by described grouting channel, anchored end cement injection underflow or sand-cement slurry at the bottom of mounting hole, carry out anchor grouting to anchor tube in prover pipe and Inner bolt head simultaneously, and carry out filling grouting between protection tube and mounting hole.
5, transfer and continue to press down protection tube 8-15cm to elastic plug 6 press swollen be adjacent to closed mounting hole hole wall after; Close to starch to anchoring section and wait to coagulate; Slurry more than 60min can be shielded to the anchored end containing piestic water, then close to starch and wait to coagulate, treat that the solidifying time is not less than 72h.
6, build installation ground, aperture and lift deformation observation table magnetic bracket seat pier, prover pipe 1 top is installed described ground by stand 12 and is lifted observation clock gauge 10, complete whole lift observation device install after, namely in Observable filling process, ground lifts deformation displacement value relative to lifting deformation observing device prover pipe top.
The content that above-described embodiment is illustrated should be understood to these embodiments only for being illustrated more clearly in the utility model, and be not used in restriction scope of the present utility model, after having read the utility model, the amendment of those skilled in the art to the various equivalent form of value of the present utility model has all fallen into the application's claims limited range.
Claims (8)
1. high-pressure grouting lifts a deformation monitoring device, comprises prover pipe (1) and is sleeved on prover pipe (1) protection tube outward (2); It is characterized in that, axle (5) in described prover pipe (1) bottom is connected with and slides, described protection tube (2) bottom is connected with sliding outer cover (3), in this sliding outer cover (3) is sleeved on and slides on axle (5), and is provided with seal element between described sliding outer cover (3) and the interior axle (5) of slip; In described slip, axle (5) bottom is connected with interior anchor tube (7), and this interior anchor tube (7) is equipped with Inner bolt head (8); In described slip, axle (5) bottom is set with elastic plug (6); Described prover pipe (1) top is provided with displacement detector by stand (12);
Described prover pipe (1), slide interior axle (5), interior anchor tube (7) and Inner bolt head (8) all have hollow channel, and the hollow channel of this prover pipe (1), the hollow channel series connection of the slide interior hollow channel of axle (5), the hollow channel of interior anchor tube (7) and Inner bolt head (8) form grouting channel.
2. high-pressure grouting according to claim 1 lifts deformation monitoring device; it is characterized in that, described prover pipe (1), protection tube (2), sliding outer cover (3), slide interior axle (5), interior anchor tube (7) and Inner bolt head (8) are all placed in mounting hole (9).
3. high-pressure grouting according to claim 1 lifts deformation monitoring device, it is characterized in that, described sliding outer cover (3) bottom is embedding to be pressed on elastic plug (6); When protection tube (2) presses down together with sliding outer cover (3), this elastic plug (6) can produce the swollen anchoring section top hole wall to mounting hole (9) bottom of pressure and carry out partial closure.
4. lift deformation monitoring device according to the high-pressure grouting one of claim 1-3 Suo Shu, it is characterized in that, described elastic plug (6) is not less than 30cm along the length of the axis direction of the interior axle (5) that slides.
5. high-pressure grouting according to claim 2 lifts deformation monitoring device, it is characterized in that, the aperture of described mounting hole (9) is greater than protection tube (2) external diameter, and is not less than 75mm.
6. lift deformation monitoring device according to the high-pressure grouting one of claim 1-3 Suo Shu, it is characterized in that, there is between described prover pipe (1) and protection tube (2) stratum and lift and be out of shape free motion gap.
7. lift deformation monitoring device according to the high-pressure grouting one of claim 1-3 Suo Shu, it is characterized in that, described interior anchor tube (7) adopts cement underflow or sand-cement slurry to carry out grouting anchoring together with Inner bolt head (8).
8. lift deformation monitoring device according to the high-pressure grouting one of claim 1-3 Suo Shu, it is characterized in that, between described mounting hole (9) and protection tube (2), adopt cement underflow or sand-cement slurry filling to be in the milk, or adopt fine sand filling grouting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520281237.1U CN204788226U (en) | 2015-05-05 | 2015-05-05 | High -pressure grouting lifts warp monitoring devices |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520281237.1U CN204788226U (en) | 2015-05-05 | 2015-05-05 | High -pressure grouting lifts warp monitoring devices |
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| CN204788226U true CN204788226U (en) | 2015-11-18 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105180787A (en) * | 2015-05-05 | 2015-12-23 | 中国电建集团中南勘测设计研究院有限公司 | High-pressure grouting lifting deformation monitor and installation method thereof |
| CN105975222A (en) * | 2016-07-18 | 2016-09-28 | 长沙理工大学 | Grouting lifting curve characteristic printing method and system |
| CN111058497A (en) * | 2020-01-13 | 2020-04-24 | 中南大学 | High-precision dam foundation grouting stratum lift detection device |
-
2015
- 2015-05-05 CN CN201520281237.1U patent/CN204788226U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105180787A (en) * | 2015-05-05 | 2015-12-23 | 中国电建集团中南勘测设计研究院有限公司 | High-pressure grouting lifting deformation monitor and installation method thereof |
| CN105180787B (en) * | 2015-05-05 | 2018-07-13 | 中国电建集团中南勘测设计研究院有限公司 | A kind of high-pressure grouting lifts deformation monitoring device and its installation method |
| CN105975222A (en) * | 2016-07-18 | 2016-09-28 | 长沙理工大学 | Grouting lifting curve characteristic printing method and system |
| CN105975222B (en) * | 2016-07-18 | 2019-04-09 | 长沙理工大学 | Grouting lifts curvilinear characteristic Method of printing and system |
| CN111058497A (en) * | 2020-01-13 | 2020-04-24 | 中南大学 | High-precision dam foundation grouting stratum lift detection device |
| CN111058497B (en) * | 2020-01-13 | 2021-02-26 | 中南大学 | High-precision dam foundation grouting stratum lift detection device |
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