CN201129177Y - Drill rod back subsection grouting apparatus - Google Patents
Drill rod back subsection grouting apparatus Download PDFInfo
- Publication number
- CN201129177Y CN201129177Y CNU2007201911572U CN200720191157U CN201129177Y CN 201129177 Y CN201129177 Y CN 201129177Y CN U2007201911572 U CNU2007201911572 U CN U2007201911572U CN 200720191157 U CN200720191157 U CN 200720191157U CN 201129177 Y CN201129177 Y CN 201129177Y
- Authority
- CN
- China
- Prior art keywords
- grouting
- stop
- drilling rod
- flange
- hollow
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000005553 drilling Methods 0.000 claims abstract description 31
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 26
- 238000004873 anchoring Methods 0.000 claims abstract description 5
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 5
- 239000002002 slurry Substances 0.000 claims description 25
- ATJFFYVFTNAWJD-UHFFFAOYSA-N Tin Chemical compound [Sn] ATJFFYVFTNAWJD-UHFFFAOYSA-N 0.000 claims description 3
- 239000003638 chemical reducing agent Substances 0.000 claims description 3
- 238000000605 extraction Methods 0.000 abstract 3
- 239000011440 grout Substances 0.000 abstract 1
- 238000007569 slipcasting Methods 0.000 description 22
- 238000000034 method Methods 0.000 description 8
- 230000011218 segmentation Effects 0.000 description 6
- 239000011435 rock Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 235000019994 cava Nutrition 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000009955 starching Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Earth Drilling (AREA)
Abstract
The utility model provides a drilling rod receding stepped grouting device, which mainly comprises a driller (1), a grouting pump, a drilling rod (6), an orifice tube (13), a water inrush resistant device (11), an exhausting and residue extraction means (12), a stop-grouting barrel (10) and a stop-grouting plug (9), wherein one end of the orifice tube (13) is positioned in the aperture of a drilling hole and fixed on the hole wall by an anchoring agent (14), the other end of the orifice tube (13) is positioned outside the drilling hole and connected with the exhausting and residue extraction means (12) by a flange (8), the rear portion of the exhausting and residue extraction means (12) is connected with the water inrush resistant device (11) by a flange, the rear portion of the water inrush resistant device (11) is connected with the stop-grouting barrel (10) by a flange, the stop-grouting plug (9) is installed in the stop-grouting barrel, the stop-grouting plug is a hollow frustum with expending diameter from front to rear, a pipe with big caliber at the rear end of the stop-grouting barrel (10) with a tapered pipeline structure is connected with a hollow pressing disc (7) by a flange to lead the stop-grouting plug to be pressed tightly by the hollow pressing disc, and the rear portion of a hollow drilling rod is respectively connected with a grout inlet pipe (2) and a water inlet pipe (4). The drilling rod receding stepped grouting device can meet requirements of drilling rod receding stepped grouting.
Description
Technical field
The utility model belongs to the reinforcing and the water-plugging technique of tunnel and underground construction weak surrounding rock, mainly proposes a kind of Drilling rod back sublevel grouting device of.
Background technology
In the weak broken water bearing ground, carry out tunnel and underground engineering construction, the problem of easy appearance is the country rock large deformation and caves in and excavate face water burst, prominent mud, jeopardize personnel, device security, cause casualty accident, cause that the face of land caves in when serious, groundwater table decreasing influences resident's normal life, and ground environment is damaged.In order to guarantee construction safety, stratum consolidation and shutoff method commonly used both at home and abroad at present are slip casting method, slip casting method is exactly by certain pressure a certain amount of gelling material to be injected the rock stratum or the soil body, make that it flows in formation fractures or soil body space, diffusion, filling, fixed, be formed with the adhesive bond of certain intensity and low permeability, strengthening stratum, shutoff underground water, thereby improve the self-stabilization time of country rock, for applying of supporting and protection structure creates conditions.According to the difference of slip casting principle, technology, equipment, grouting method relatively more commonly used both at home and abroad at present is the disposable slip casting in full hole, the slip casting of segmentation retrusive.Segmentation retrusive grouting method is divided into the segmentation retrusive slip casting of mounting sleeve and mounting sleeve not again, and hole wall directly ends the segmentation retrusive slip casting of slurry.The method of the segmentation retrusive slip casting of mounting sleeve generally is applicable to shallow bore hole slip casting, and during as hole depth, slip casting core pipe and stop grouting plug block easily, are difficult to extract.The method that hole wall directly ends the segmentation retrusive slip casting of slurry generally is suitable for more complete hole wall, more as slit on the hole wall, connective each other strong, to at the bottom of the hole or during centre portion slip casting, slurries return the stop grouting plug rear portion easily from the stratum, embrace core pipe and stop grouting plug, cause stop grouting plug to lose efficacy, can't retreat, influence slip casting effect.
Summary of the invention
The purpose of this utility model promptly is to propose a kind of Drilling rod back sublevel grouting device of, makes it can satisfy the requirement that drilling rod retreats segmenting slip casting.
The utility model is finished its invention task by the following technical solutions: this device mainly comprises rig, grouting pump, drilling rod, orifice tube, anti-gushing water device, deslagging exhaust plant, ends slurry tube and stop grouting plug; Orifice tube one end is positioned at the aperture of boring and is fixed on the hole wall by the anchoring agent, the other end is positioned at outside the boring and connects the deslagging exhaust plant and be connected with anti-gushing water device at deslagging exhaust plant rear portion by flange by flange, anti-gushing water device rear portion by flange with end slurry and tin connect, end in the slurry tube stop grouting plug is set, stop grouting plug is the hollow frustum structure by hole enlargement behind the forward direction, and only slurry tube its rear end large-diameter pipe of reducer pipe structure connects with the hollow platen by flange makes stop grouting plug be compressed by the hollow platen; The drilling rod rear portion of hollow is communicated with inlet pipe and water inlet pipe respectively.
The utility model slip casting course of work: bore shallow bore hole by rig, withdraw from drilling rod, in drilling orifice, install and fix orifice tube, and connection is gone up deslagging exhaust plant, anti-gushing water device and ended slurry tube, stop grouting plug etc.; The flange plate bolt that connects with the hollow platen of counter-rotating loosens stop grouting plug, continues boring to designing at the bottom of the hole behind the position (the edge joint long drill pipe is bored on the limit), connects supply channel will hole interior silt particle and rock dust discharge; Tightening flange plate bolt makes the hollow platen compress stop grouting plug, it is expanded seals tight drilling rod and ends the gap of starching between the tube inwall, close water supply valve, open for slurry valve and begin slip casting, slurries are delivered at the bottom of the hole by drilling rod, and return to the hole along the space between drilling rod and the hole wall, by the stop grouting plug shutoff, and rear slurry begins to spread in the stratum; When grouting pressure and grouting amount reach design, can retreat the drilling rod certain distance, carry out the slip casting of next section, backstep is suitably adjusted apart from eating slurry amount size according to the stratum, drilling rod is drawn back so step by step, the stratum is all withdrawed from all drilling rods at last from progressively being reinforced to the aperture at the bottom of the hole, sets up grouting device again and carries out the disposable additional slip casting in full hole.(orifice tube is stayed in the boring) all unloaded grouting device in slip casting after finishing, withdraw from drilling rod, can begin the slip casting of creeping in next hole.
Its structure design of the device that the utility model proposes is simple, and applicability is strong, and is easy and simple to handle, can realize drilling rod retrusive segmenting slip casting and make pressure controlled, reaches slip casting effect preferably, has bigger popularizing value.
Description of drawings
Fig. 1 is the utility model device working state schematic representation.
Among the figure, 1, rig, 2, inlet pipe, 3, advance slurry check valve, 4, water inlet pipe, 5, the water supply one way valve, 6, drilling rod, 7, hollow platen, 8, flange, 9, stop grouting plug, 10, end the slurry tube, 11, anti-gushing water device, 12, the deslagging exhaust plant, 13, orifice tube, 14, the anchoring agent, 15, wall for grouting, 16, boring, 17, drill bit, 18, slurries.
The specific embodiment
In conjunction with the accompanying drawings the utility model embodiment is illustrated:
As shown in Figure 1, the utility model device mainly comprises rig 1, grouting pump, drilling rod 6, orifice tube 13, anti-gushing water device 11, deslagging exhaust plant 12, ends slurry tube 10 and stop grouting plug 9; Orifice tube 13 1 ends are positioned at the aperture of boring and are fixed on the hole wall by anchoring agent 14, the other end is positioned at outside the aperture and connects deslagging exhaust plant 12 and be connected with anti-gushing water device 11 at deslagging exhaust plant 12 rear portions by flange by flange, anti-gushing water device rear portion by flange with end slurry tins 10 and connect, wherein, deslagging exhaust plant, anti-gushing water device are the comparatively general commercially available prod of application; End in the slurry tube 10 being provided with stop grouting plug 9, stop grouting plug 9 is the hollow frustum structure by hole enlargement behind the forward direction, and ending the slurry tube is the reducer pipe structure, and its rear end is that large-diameter pipe connects with hollow platen 7 by flange, and stop grouting plug 9 is compressed by hollow platen 7; Drilling rod is that cavity structure is in order to send slurry by it, by the drill bit plasma discharge, the drilling rod rear portion is connected with water inlet pipe 4 and water supply one way valve 5 is set, and the drilling rod rear portion is connected with inlet pipe 2 and is provided with into slurry check valve 3, and inlet pipe 2 is communicated with (not showing among the grouting pump figure) with grouting pump.
Claims (1)
1, a kind of Drilling rod back sublevel grouting device of is characterized in that: mainly comprise rig (1), grouting pump, drilling rod (6), orifice tube (13), anti-gushing water device (11), deslagging exhaust plant (12), end slurry tube (10) and stop grouting plug (9); Orifice tube (13) one ends are positioned at the aperture of boring and are fixed on the hole wall by anchoring agent (14), the other end is positioned at outside the boring and connects deslagging exhaust plant (12) and be connected with anti-gushing water device (11) at deslagging exhaust plant (12) rear portion by flange by flange (8), anti-gushing water device (11) rear portion by flange with end slurry tin (10) and connect, end in the slurry tube (10) stop grouting plug (9) is set, stop grouting plug (9) is the hollow frustum structure by hole enlargement behind the forward direction, and only slurry tube (10) its rear end large-diameter pipe of reducer pipe structure connects with hollow platen (7) by flange makes stop grouting plug be compressed by the hollow platen; The drilling rod rear portion of hollow is communicated with inlet pipe (2) and water inlet pipe (4) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201911572U CN201129177Y (en) | 2007-12-29 | 2007-12-29 | Drill rod back subsection grouting apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201911572U CN201129177Y (en) | 2007-12-29 | 2007-12-29 | Drill rod back subsection grouting apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201129177Y true CN201129177Y (en) | 2008-10-08 |
Family
ID=40017018
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201911572U Expired - Fee Related CN201129177Y (en) | 2007-12-29 | 2007-12-29 | Drill rod back subsection grouting apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201129177Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561977A (en) * | 2012-01-20 | 2012-07-11 | 山东大学 | High-pressure high-flow water burst hole drilling safety system, mounting process thereof and service process |
| CN102561973A (en) * | 2011-11-30 | 2012-07-11 | 中国华冶科工集团有限公司 | Waterproof device for drilling |
| CN102926771A (en) * | 2012-09-13 | 2013-02-13 | 山东能源集团有限公司 | Deep and long nonlinear drilling downhole remote hole sealing sectional grouting system and process |
| CN104141468A (en) * | 2014-01-09 | 2014-11-12 | 成都绿迪科技有限公司 | Water plugging device |
| CN110500060A (en) * | 2019-09-26 | 2019-11-26 | 中铁隧道局集团有限公司 | A rapid grouting device, system and grouting method for staged advancing drill pipe |
| CN110529155A (en) * | 2019-09-26 | 2019-12-03 | 中铁隧道局集团有限公司 | A kind of drill bit only starches drilling rod and is segmented retrusive grouting method |
| CN116591147A (en) * | 2023-07-18 | 2023-08-15 | 中铁九局集团有限公司 | A steel pipe grouting device |
-
2007
- 2007-12-29 CN CNU2007201911572U patent/CN201129177Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561973A (en) * | 2011-11-30 | 2012-07-11 | 中国华冶科工集团有限公司 | Waterproof device for drilling |
| CN102561977A (en) * | 2012-01-20 | 2012-07-11 | 山东大学 | High-pressure high-flow water burst hole drilling safety system, mounting process thereof and service process |
| CN102561977B (en) * | 2012-01-20 | 2015-01-07 | 山东大学 | High-pressure high-flow water burst hole drilling safety system, mounting process thereof and service process |
| CN102926771A (en) * | 2012-09-13 | 2013-02-13 | 山东能源集团有限公司 | Deep and long nonlinear drilling downhole remote hole sealing sectional grouting system and process |
| CN102926771B (en) * | 2012-09-13 | 2016-08-31 | 山东能源集团有限公司 | Remote sealing of hole segmenting slip casting system and technique in profound non-linear drilling hole |
| CN104141468A (en) * | 2014-01-09 | 2014-11-12 | 成都绿迪科技有限公司 | Water plugging device |
| CN104141468B (en) * | 2014-01-09 | 2016-09-21 | 成都绿迪科技有限公司 | Water blocking device |
| CN110500060A (en) * | 2019-09-26 | 2019-11-26 | 中铁隧道局集团有限公司 | A rapid grouting device, system and grouting method for staged advancing drill pipe |
| CN110529155A (en) * | 2019-09-26 | 2019-12-03 | 中铁隧道局集团有限公司 | A kind of drill bit only starches drilling rod and is segmented retrusive grouting method |
| CN110529155B (en) * | 2019-09-26 | 2020-11-06 | 中铁隧道局集团有限公司 | Drill bit grout stopping drill rod sectional retreating type grouting method |
| CN116591147A (en) * | 2023-07-18 | 2023-08-15 | 中铁九局集团有限公司 | A steel pipe grouting device |
| CN116591147B (en) * | 2023-07-18 | 2023-09-08 | 中铁九局集团有限公司 | Steel pipe grouting device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Erchu Co., Ltd. of China Railway Tunnel Group Assignor: Zhongtie Tunnel Group Co., Ltd. Contract fulfillment period: 2009.4.30 to 2014.4.29 Contract record no.: 2009990000561 Denomination of utility model: Drill rod back subsection grouting apparatus Granted publication date: 20081008 License type: Exclusive license Record date: 20090526 |
|
| LIC | Patent licence contract for exploitation submitted for record |
Free format text: EXCLUSIVE LICENSE; TIME LIMIT OF IMPLEMENTING CONTACT: 2009.4.30 TO 2014.4.29; CHANGE OF CONTRACT Name of requester: CHINA RAILWAY TUNNEL GROUP SECOND DIVISION Effective date: 20090526 |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081008 Termination date: 20121229 |