CN200992812Y - Hole grout stopping plug for chemical grouting - Google Patents
Hole grout stopping plug for chemical grouting Download PDFInfo
- Publication number
- CN200992812Y CN200992812Y CN 200620158512 CN200620158512U CN200992812Y CN 200992812 Y CN200992812 Y CN 200992812Y CN 200620158512 CN200620158512 CN 200620158512 CN 200620158512 U CN200620158512 U CN 200620158512U CN 200992812 Y CN200992812 Y CN 200992812Y
- Authority
- CN
- China
- Prior art keywords
- grouting
- aperture
- stop
- main body
- orifice
- 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
- 239000000126 substance Substances 0.000 title claims abstract description 17
- 239000011440 grout Substances 0.000 title claims description 22
- 239000002184 metal Substances 0.000 claims abstract description 8
- 235000013336 milk Nutrition 0.000 claims description 11
- 239000008267 milk Substances 0.000 claims description 11
- 210000004080 milk Anatomy 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 7
- 239000002002 slurry Substances 0.000 abstract description 5
- 239000004570 mortar (masonry) Substances 0.000 abstract description 4
- 210000004907 gland Anatomy 0.000 abstract 2
- 238000000034 method Methods 0.000 description 8
- 230000009429 distress Effects 0.000 description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 2
- 239000004593 Epoxy Substances 0.000 description 1
- 208000034189 Sclerosis Diseases 0.000 description 1
- 229920002472 Starch Polymers 0.000 description 1
- 238000003763 carbonization Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 210000002445 nipple Anatomy 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 235000019698 starch Nutrition 0.000 description 1
- 239000008107 starch Substances 0.000 description 1
Images
Landscapes
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model relates to a stop grouting plug for the orifice chemical grouting, which consists of inverted valve gland, a conical tube, an inverted valve, an orifice grouting and stopping plug body, a rubber bushing, a metal bushing and a ring nut. The retaining check valve and the check valve gland are arranged in the mortar outlet of the conical tube of the orifice grouting and stopping plug body; the rubber bushing, the metal bushing and the ring nut are arranged out of the plug body. The retaining check valve is arranged at the mortar outlet of the grouting and stopping plug so as to avoid slurry from leaking into the orifice. The mortar inlet of the stop grouting plug can be connected with the grouting pump through rapid joint so as to carry on grouting work, and the grouting flow can be reduced and the working efficiency can be largely improved. After the grouting is finished, the grouting tube can be directly dismounted, and the hole is unnecessary to bind, which reduces the complexity of the construction and saves the orifice pipe barring material. The utility model is of a low cost and a broad using range, which can be connected with the normal chemical grouting pump or manual pump and needs not to be fit with the special high pressure grouting pump.
Description
Technical field
The utility model relates to the distress in concrete treatment technology, and a kind of chemical grouting of using in distress in concrete processing procedures such as water conservancy and hydropower, traffic, coal, metallurgy, mine, historical relic and heritage buildings specifically is with the aperture stop grouting plug that is in the milk.
Background technology
The distress in concrete problem is a ubiquity and the engineering problem that is difficult to solve.The appearance of distress in concrete not only can reduce the impervious ability of building, influence the function of use of building, and can cause corrosion, the carbonization of concrete of reinforcing bar, reduce the durability of material, influence the supporting capacity of building, influence giving full play to of its application life and economic benefit, must attach great importance to, in time repair processing.
At present, engineerings such as most of water conservancy and hydropowers all adopt Chemical Grouting Treatment in handling distress in concrete infiltration construction.It is to utilize press device that chemical grouting material is pressed in the concrete crack, and chemical grouting material sclerosis back forms an integral body with concrete, thereby plays the purpose that shutoff is reinforced.
In the chemical grouting construction, adopt more method to have: pre-buried grout box method, pre-embedment grouting pipe method and high pressure Water slop injector method.Pre-buried grout box method and pre-embedment grouting pipe method all need to adopt epoxy mortar or material for quickly stopping leakage to carry out pre-buried to grout box or grout pipe, and after needing aperture pipe laying material solidification (generally needing the 1d left and right sides time) just can be in the milk, and after the grouting end, need grout hole to be sealed, flow backwards to prevent slurries with galvanized wire etc.
Though the high pressure Water slop injector is provided with unidirectional stop valve, can prevent that slurries from falling to spray under high pressure is pushed, but its unidirectional stop valve is located at the slurry inlet place, the grease nipple structures that adopt more, need higher pressure just can open (generally more than 4MPa), therefore need to be equipped with special-purpose high pressure grouting pump, and the grouting pressure of actual distress in concrete Chemical Grouting Treatment is less than 1MPa.Simultaneously, the high pressure Water slop injector is to utilize axial compression generation expanded radially to be out of shape to reach the purpose that slurry is ended in the aperture, needs to adopt the big gum sleeve of dilatancy.
Summary of the invention
Purpose of the present invention just provides a kind of chemical grouting with the aperture stop grouting plug that is in the milk, and this is a kind of simple in structure, easy to operate, low price, can improve the grouting stop grouting plug of construction quality and efficiency of construction.
The utility model is taked following design scheme: this utility model presses nut to form by non retern valve end socket, Taper Pipe, unidirectional non retern valve, aperture grouting stop grouting plug main body, gum sleeve, metallic gasket, metal sleeve, ring, and aperture grouting stop grouting plug main body has stock inlet and grout outlet.Aperture grouting stop grouting plug main body is made of plastic, cylindrical, and the one end is a Taper Pipe, is provided with unidirectional non retern valve in the Taper Pipe, is fixed by the non retern valve end socket that is connected in the Taper Pipe inner surface, and non retern valve end socket place establishes grout outlet.Aperture grouting stop grouting plug main body external surface suit gum sleeve and metal sleeve, the two is provided with metallic gasket.Grouting stop grouting plug main body stock inlet end outer surface thread connecting ring is pressed nut.
The stop grouting plug grout outlet end that can be in the milk in the aperture during construction directly inserts in the concrete grouting hole, presses nut by tightening ring, makes gum sleeve on the grouting stop grouting plug produce distortion by Taper Pipe and expands and be fixed in the grout hole.Unidirectional non retern valve is located at grouting stop grouting plug grout outlet, aperture spillage not in the time of can guaranteeing to be in the milk.Grouting stop grouting plug stock inlet end can by snap joint with carry out grouting construction after grout pump is connected rapidly, make the grouting procedure minimizing, greatly increase work efficiency.Grouting can directly shed grout pipe because of packer is provided with non retern valve after finishing, and the aperture need not colligation, reduces the construction complexity, saves aperture pipe laying material.This grouting stop grouting plug scope of application is wide, can link to each other with general chemistry grout pump or hand pump, need not to be equipped with special-purpose high pressure grouting pump.In addition, this packer low price, its unit price only are that the high pressure Water slop injector is about half.
Description of drawings
Fig. 1 is the utility model chemical grouting with aperture grouting stop grouting plug schematic diagram.
The specific embodiment
As shown in Figure 1: a kind of chemical grouting is with the aperture stop grouting plug that is in the milk, press nut (8), stock inlet (9) and grout outlet (10) to form by non retern valve end socket (1), Taper Pipe (2), unidirectional non retern valve (3), aperture grouting stop grouting plug main body (4), gum sleeve (5), metallic gasket (6), metal sleeve (7), ring, aperture grouting stop grouting plug main body (4) is cylindrical, the one end is Taper Pipe shape (2), be provided with unidirectional non retern valve (3) in the Taper Pipe (2), fixing by the non retern valve end socket (1) that is connected in Taper Pipe (2) inner surface; Aperture grouting stop grouting plug main body (4) external surface suit gum sleeve (5) and metal sleeve (7), the two is provided with metallic gasket (6); Grouting stop grouting plug main body (4) stock inlet (9) end outer surface thread connecting ring is pressed nut (8).
When tightening ring pressure nut, the gum sleeve (5) on the grouting stop grouting plug main body (4) produces distortion by Taper Pipe and expands.
Unidirectional non retern valve (3) is located at the grout outlet place (10) of grouting stop grouting plug main body (4).
Grouting stop grouting plug main body (4) stock inlet (9) end is connected with grout pump by snap joint.
In concrete, hole aperture 14mm, hole depth 12cm.The stop grouting plug grout outlet that will be in the milk inserts in the boring, tightens ring and presses nut.Stock inlet with after grout pump is connected, carries out packer permeability test by snap joint.Pressure reaches 2MPa, and the aperture does not have and leaks.Result of the test shows that the utility model has good aperture only to starch effect, can satisfy distress in concrete chemical grouting requirement.
Claims (3)
1. a chemical grouting is with the aperture stop grouting plug that is in the milk, press nut (8) to form by non retern valve end socket (1), Taper Pipe (2), unidirectional non retern valve (3), aperture grouting stop grouting plug main body (4), gum sleeve (5), metallic gasket (6), metal sleeve (7), ring, aperture grouting stop grouting plug main body (4) has stock inlet (9) and grout outlet (10), it is characterized in that: aperture grouting stop grouting plug main body (4) is cylindrical, the one end connects a Taper Pipe (2), be provided with unidirectional non retern valve (3) in the Taper Pipe (2), fixing by the non retern valve end socket (1) that is connected in Taper Pipe (2) inner surface; Non retern valve end socket (1) locates to establish grout outlet (10); Aperture grouting stop grouting plug main body (4) external surface suit gum sleeve (5) and metal sleeve (7), the two is provided with metallic gasket (6); Stock inlet (9) the end outer surface thread connecting ring of grouting stop grouting plug main body (4) is pressed nut (8).
2. a kind of chemical grouting according to claim 1 is characterized in that with the aperture stop grouting plug that is in the milk: when tightening ring and press nut, the gum sleeve (5) on the grouting stop grouting plug main body (4) produces distortion by Taper Pipe and expands.
3. a kind of chemical grouting according to claim 1 and 2 is with the aperture stop grouting plug that is in the milk, and it is characterized in that: stock inlet (9) end of grouting stop grouting plug main body (4) is connected with grout pump by snap joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620158512 CN200992812Y (en) | 2006-11-20 | 2006-11-20 | Hole grout stopping plug for chemical grouting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620158512 CN200992812Y (en) | 2006-11-20 | 2006-11-20 | Hole grout stopping plug for chemical grouting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200992812Y true CN200992812Y (en) | 2007-12-19 |
Family
ID=38945889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620158512 Expired - Fee Related CN200992812Y (en) | 2006-11-20 | 2006-11-20 | Hole grout stopping plug for chemical grouting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200992812Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220693A (en) * | 2015-09-22 | 2016-01-06 | 同济大学 | A kind of pressure-controlled stop grouting plug of skirt bag for sleeve valve barrel grouting |
| CN106948320A (en) * | 2017-04-28 | 2017-07-14 | 中国电建集团西北勘测设计研究院有限公司 | A kind of powerhouse of hydropower station connecting plate underlying group hole rockfill grouting technique |
| CN108842779A (en) * | 2018-08-16 | 2018-11-20 | 天津核海源科技发展有限公司 | A kind of underground backwater structure sealing grouting stick |
| CN109723061A (en) * | 2019-01-18 | 2019-05-07 | 浙江大学 | A tensile grouting hole closing device |
| CN110234812A (en) * | 2017-02-02 | 2019-09-13 | 费瑞米欧有限公司 | Spraycan and method for injection |
| CN113294008A (en) * | 2021-05-29 | 2021-08-24 | 重庆海发工程项目管理咨询有限公司 | Building crack repairing method |
-
2006
- 2006-11-20 CN CN 200620158512 patent/CN200992812Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220693A (en) * | 2015-09-22 | 2016-01-06 | 同济大学 | A kind of pressure-controlled stop grouting plug of skirt bag for sleeve valve barrel grouting |
| CN105220693B (en) * | 2015-09-22 | 2017-08-29 | 同济大学 | A kind of pressure-controlled stop grouting plug of skirt bag for sleeve valve barrel grouting |
| CN110234812A (en) * | 2017-02-02 | 2019-09-13 | 费瑞米欧有限公司 | Spraycan and method for injection |
| CN106948320A (en) * | 2017-04-28 | 2017-07-14 | 中国电建集团西北勘测设计研究院有限公司 | A kind of powerhouse of hydropower station connecting plate underlying group hole rockfill grouting technique |
| CN106948320B (en) * | 2017-04-28 | 2019-02-19 | 中国电建集团西北勘测设计研究院有限公司 | A kind of powerhouse of hydropower station connecting plate underlying group hole rockfill grouting technique |
| CN108842779A (en) * | 2018-08-16 | 2018-11-20 | 天津核海源科技发展有限公司 | A kind of underground backwater structure sealing grouting stick |
| CN108842779B (en) * | 2018-08-16 | 2024-04-26 | 天津核海源科技发展有限公司 | Underground back water structure water stop grouting rod |
| CN109723061A (en) * | 2019-01-18 | 2019-05-07 | 浙江大学 | A tensile grouting hole closing device |
| CN113294008A (en) * | 2021-05-29 | 2021-08-24 | 重庆海发工程项目管理咨询有限公司 | Building crack repairing method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: CO-PATENTEE TO: CHAOYANG DISTRICT,BEIJING CITY ZHONGYUAN MACHINERY AND ELECTRICAL RESEARCHINSTITUTE ^ |
|
| CU01 | Correction of utility model patent |
Correction item: Co-patentee Correct: Beijing Chaoyang Zhongyuan Electromechanical Research Institute Number: 51 Page: The title page Volume: 23 |
|
| CU03 | Correction of utility model patent gazette |
Correction item: Co-patentee Correct: Beijing Chaoyang Zhongyuan Electromechanical Research Institute Number: 51 Volume: 23 |
|
| ERR | Gazette correction |
Free format text: CORRECT: CO-PATENTEE; FROM: NONE ^ TO: CHAOYANG DISTRICT,BEIJING CITY ZHONGYUAN MACHINERY AND ELECTRICAL RESEARCH INSTITUTE ^ |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20071219 Termination date: 20091221 |