CN106320728A - Double-fluid grouting bag type rapid hole sealing device - Google Patents
Double-fluid grouting bag type rapid hole sealing device Download PDFInfo
- Publication number
- CN106320728A CN106320728A CN201610062444.7A CN201610062444A CN106320728A CN 106320728 A CN106320728 A CN 106320728A CN 201610062444 A CN201610062444 A CN 201610062444A CN 106320728 A CN106320728 A CN 106320728A
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- CN
- China
- Prior art keywords
- grouting pipe
- grouting
- bag
- hole sealing
- sealing device
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- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/024—Increasing or restoring the load-bearing capacity of building construction elements of basement floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
Abstract
The invention discloses a double-fluid grouting bag type rapid hole sealing device. The double-fluid grouting bag type rapid hole sealing device is characterized in that the double-fluid grouting bag type rapid hole sealing device mainly comprises a grouting pipe I, a grouting pipe II and a grouting bag; the grouting pipe I and the grouting pipe II are two independent pipelines, and a cement mortar solution and a water glass solution are delivered in the grouting pipe I and the grouting pipe II correspondingly; and the grouting bag is a cloth bag. The double-fluid grouting bag type rapid hole sealing device has the beneficial effects that by means of the characteristic that a mixture of cement mortar and water glass is easy to coagulate, a hole sealing material with a required size can be formed in the bag rapidly, and then an opening is blocked by the bag through water pressure; operation is easy and convenient, and the structure is simple; a hole in a basement base plate can be effectively sealed, and the situation that a large amount of silt and underground water gushes is prevented; the hole sealing effect is good, the structure is safe and reliable, and the applicability of the device is high; and the problem that cement mortar cannot be directly used for hole sealing under the condition that a large amount of water gushes can be solved rapidly.
Description
Technical field
The present invention relates to a kind of rapid hole sealing technical field, particularly relate to a kind of two fluid grouting bag type paste rapid hole sealing device.
Background technology
Along with development and the continuous intensification of the basement degree of depth of Urban Underground Space Excavation, the difficulty run into when constructing the underground space increases the most therewith.If running into level of ground water to fly up, even above during earth's surface, basement bottom board is because of the sharp increase of suffered buoyancy, easily occur that basement bottom board is broken through by hydraulic pressure, gush out the situation of a large amount of silt and subsoil water, and the hole ruptured on base plate cannot use cement mortar the most effectively to block, even if use traditional construction method to use multiple stage drainage equipment to draw water simultaneously, also can only achieve the effect of alleviation and hole cannot be blocked rapidly and control retention of excessive fluid, it is thus desirable to a kind of reliable quickly hole sealing device, preferably solve during a large amount of retention of excessive fluid, block the problem rupturing hole.
Summary of the invention
For overcoming above-mentioned prior art not enough, the invention provides a kind of two fluid grouting bag type paste rapid hole sealing device, effectively basement base plate hole can not only be blocked, stop pouring out of silt and subsoil water, and plugging material rate of set is fast, can quickly solve to use cement mortar to carry out a difficult problem for sealing of hole in the case of a large amount of retention of excessive fluid, the technique that this device uses is simple, economic and environment-friendly, safe and reliable.
For achieving the above object, the technical solution used in the present invention is: a kind of two fluid grouting bag type paste rapid hole sealing device, mainly include Grouting Pipe I, Grouting Pipe II and slip casting bag, described Grouting Pipe I and Grouting Pipe II are two independent pipelines, in Grouting Pipe I and Grouting Pipe II, the material of conveying is respectively cement mortar solution and water glass solution, and described slip casting bag is cloth bag.
Further, described slip casting bag is also secured in Grouting Pipe I and Grouting Pipe II one end by clip, and port is all placed in slip casting bag.
Further, described Grouting Pipe I and Grouting Pipe II are positioned at the end of slip casting bag one end and are all cased with one section of rubber tube, poke slip casting bag in order to Grouting Pipe during preventing operation.
Further, described Grouting Pipe I is identical with the solution transporting velocity in Grouting Pipe II.
Further, described Grouting Pipe I be positioned in Grouting Pipe II on the position contacted with hole above clip, respectively have the slurry leakage hole that several diameter is identical so that cement mortar and waterglass can overflow on a small quantity, in order to block the gap between slip casting bag and hole.
Further, respectively equipped with an one way stop peturn valve in described Grouting Pipe I and Grouting Pipe II, the liquid backflow caused because of hydraulic pressure is prevented.
Further, described slip casting bag sectional dimension is more than the size of hole.
The invention has the beneficial effects as follows: the two fluid grouting bag type paste rapid hole sealing device that the present invention provides, cement mortar is utilized to mix the characteristic of easily condensation with waterglass, quickly can form the sealing material of required size in pouch, pouch is blocked hole by recycling hydraulic pressure, easy and simple to handle, simple in construction, effectively basement base plate hole is blocked, stop pouring out of silt and subsoil water, sealing of hole is effective, structural safety is reliable, the device suitability strong, can quickly solve directly cement mortar cannot be used to carry out a difficult problem for sealing of hole in the case of a large amount of retention of excessive fluid.
Accompanying drawing explanation
Fig. 1 is the structural representation of two fluid grouting bag type paste rapid hole sealing device.
In figure: 1, Grouting Pipe I, 2, Grouting Pipe II, 3, slip casting bag, 4, clip, 5, rubber tube, 6, slurry leakage hole, 7, one way stop peturn valve, 8, cement mortar, 9, waterglass, 10, hole.
Detailed description of the invention
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
nullAs shown in Figure 1，Two fluid grouting bag type paste rapid hole sealing device mainly includes Grouting Pipe I 1、Grouting Pipe II 2 and slip casting bag 3，Grouting Pipe I 1 and Grouting Pipe II 2 are two independent pipelines，In Grouting Pipe I 1, the material of conveying is cement mortar 8 solution，In Grouting Pipe II 2, the material of conveying is waterglass 9 solution，Grouting Pipe I 1 is identical with the solution transporting velocity in Grouting Pipe II 2，Slip casting bag 3 is cloth bag，The sectional dimension of slip casting bag 3 is more than the size of hole 10，Slip casting bag 3 is also secured on Grouting Pipe I 1 and Grouting Pipe II 2 one end by clip 4，Port is all placed in slip casting bag 3，Grouting Pipe I 1 and Grouting Pipe II 2 are positioned at the end of slip casting bag 3 one end and are all cased with one section of rubber tube 5，Slip casting bag 3 is poked in order to Grouting Pipe during preventing operation，Grouting Pipe I 1 be positioned in Grouting Pipe II 2 on the position contacted with hole 10 above clip 4，Respectively have the identical slurry leakage hole of several diameter 6，Cement mortar 8 and waterglass 9 can be overflowed on a small quantity，In order to block the gap between slip casting bag 3 and hole 10，Respectively equipped with an one way stop peturn valve 7 in Grouting Pipe I 1 and Grouting Pipe II 2，Prevent the liquid backflow caused because of hydraulic pressure.
Foregoing description is only the description to present pre-ferred embodiments, not any restriction to the scope of the invention, any change that the those of ordinary skill in field of the present invention does according to the disclosure above content, modification, belongs to the protection domain of claims.
Claims (7)
1. two fluid grouting bag type paste rapid hole sealing device, it is characterized in that, including Grouting Pipe I (1), Grouting Pipe II (2) and slip casting bag (3), Grouting Pipe I (1) and Grouting Pipe II (2) are two independent pipelines, in Grouting Pipe I (1) and Grouting Pipe II (2), the material of conveying is respectively cement mortar (8) solution and waterglass (9) solution, and slip casting bag (3) is cloth bag.
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterised in that: described slip casting bag (3) is also secured on Grouting Pipe I (1) and Grouting Pipe II (2) one end by clip (4), and port is all placed in slip casting bag (3).
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterised in that: described Grouting Pipe I (1) and Grouting Pipe II (2) are positioned at the end of slip casting bag (3) one end and are all cased with one section of rubber tube (5).
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterised in that: described Grouting Pipe I (1) is identical with the solution transporting velocity in Grouting Pipe II (2).
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterized in that: described Grouting Pipe I (1) be positioned in Grouting Pipe II (2) on the position that contacts with hole (10), clip (4) top, respectively have the identical slurry leakage hole of several diameter (6).
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterised in that: described Grouting Pipe I (1) and Grouting Pipe II (2) are upper each equipped with an one way stop peturn valve (7).
Two fluid grouting bag type paste rapid hole sealing device the most according to claim 1, it is characterised in that: the sectional dimension of described slip casting bag (3) is more than the size of hole (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610062444.7A CN106320728A (en) | 2016-01-29 | 2016-01-29 | Double-fluid grouting bag type rapid hole sealing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610062444.7A CN106320728A (en) | 2016-01-29 | 2016-01-29 | Double-fluid grouting bag type rapid hole sealing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320728A true CN106320728A (en) | 2017-01-11 |
Family
ID=57725644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610062444.7A Pending CN106320728A (en) | 2016-01-29 | 2016-01-29 | Double-fluid grouting bag type rapid hole sealing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320728A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107907018A (en) * | 2017-10-17 | 2018-04-13 | 太原理工大学 | A kind of any hole sealing of hole explosive charge method of static(al) broken rock |
| WO2018192042A1 (en) * | 2017-04-18 | 2018-10-25 | 江苏大学 | Environmentally friendly capsular bag-type downhole karst cave blocking device, and blocking method therefor |
| CN110486566A (en) * | 2019-09-20 | 2019-11-22 | 郑州大学 | Pipe pressurized leak stopping stopping device, Combined joint, pipe pressurized blocking method |
| WO2020024740A1 (en) * | 2018-08-03 | 2020-02-06 | 高永光 | Pile bottom grouting cavity and use method, and poured pile body and construction method of poured pile body |
| CN112253227A (en) * | 2020-11-25 | 2021-01-22 | 中国煤炭地质总局水文地质局 | Underground cavity plugging device and construction method thereof |
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| US4622085A (en) * | 1986-02-14 | 1986-11-11 | Ryowa Engineering Co., Ltd. | Method of and apparatus for injecting an adhesive |
| CN1066698A (en) * | 1992-05-30 | 1992-12-02 | 杨晓东 | Mould bag slip casting (material) dynamic water plugging method and apparatus in the macrovoid |
| JPH08158393A (en) * | 1994-12-07 | 1996-06-18 | Shigeo Nagahama | Cut-off method of concrete underground structure |
| CN203081397U (en) * | 2013-05-14 | 2013-07-24 | 平顶山市安泰华矿用安全设备制造有限公司 | Grouting bag type hole packer |
| CN203362181U (en) * | 2013-07-17 | 2013-12-25 | 中铁十三局集团第五工程有限公司 | Mud jacking film bag for water resistance and leaking stoppage in tunnel construction |
| CN105220590A (en) * | 2015-09-15 | 2016-01-06 | 中南大学 | Many karst collapses roadbed injecting treatment method |
| CN205531429U (en) * | 2016-01-29 | 2016-08-31 | 中天建设集团有限公司 | Quick hole sealing device of biliquid slip casting bag pocket type |
-
2016
- 2016-01-29 CN CN201610062444.7A patent/CN106320728A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4622085A (en) * | 1986-02-14 | 1986-11-11 | Ryowa Engineering Co., Ltd. | Method of and apparatus for injecting an adhesive |
| CN1066698A (en) * | 1992-05-30 | 1992-12-02 | 杨晓东 | Mould bag slip casting (material) dynamic water plugging method and apparatus in the macrovoid |
| JPH08158393A (en) * | 1994-12-07 | 1996-06-18 | Shigeo Nagahama | Cut-off method of concrete underground structure |
| CN203081397U (en) * | 2013-05-14 | 2013-07-24 | 平顶山市安泰华矿用安全设备制造有限公司 | Grouting bag type hole packer |
| CN203362181U (en) * | 2013-07-17 | 2013-12-25 | 中铁十三局集团第五工程有限公司 | Mud jacking film bag for water resistance and leaking stoppage in tunnel construction |
| CN105220590A (en) * | 2015-09-15 | 2016-01-06 | 中南大学 | Many karst collapses roadbed injecting treatment method |
| CN205531429U (en) * | 2016-01-29 | 2016-08-31 | 中天建设集团有限公司 | Quick hole sealing device of biliquid slip casting bag pocket type |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2018192042A1 (en) * | 2017-04-18 | 2018-10-25 | 江苏大学 | Environmentally friendly capsular bag-type downhole karst cave blocking device, and blocking method therefor |
| GB2570259A (en) * | 2017-04-18 | 2019-07-17 | Univ Jiangsu | Environmentally friendly capsular bag-type downhole karst cave blocking device and blocking method therefor |
| GB2570259B (en) * | 2017-04-18 | 2021-11-10 | Univ Jiangsu | Environmentally friendly capsular bag-type downhole karst cave blocking device and blocking method therefor |
| CN107907018A (en) * | 2017-10-17 | 2018-04-13 | 太原理工大学 | A kind of any hole sealing of hole explosive charge method of static(al) broken rock |
| WO2020024740A1 (en) * | 2018-08-03 | 2020-02-06 | 高永光 | Pile bottom grouting cavity and use method, and poured pile body and construction method of poured pile body |
| CN110896645A (en) * | 2018-08-03 | 2020-03-20 | 高永光 | Pile bottom grouting cavity, using method thereof, cast-in-place pile body and construction method of cast-in-place pile body |
| CN110896645B (en) * | 2018-08-03 | 2021-04-02 | 高永光 | Pile bottom grouting device, using method thereof, cast-in-place pile body and construction method of cast-in-place pile body |
| CN110486566A (en) * | 2019-09-20 | 2019-11-22 | 郑州大学 | Pipe pressurized leak stopping stopping device, Combined joint, pipe pressurized blocking method |
| CN112253227A (en) * | 2020-11-25 | 2021-01-22 | 中国煤炭地质总局水文地质局 | Underground cavity plugging device and construction method thereof |
| CN112253227B (en) * | 2020-11-25 | 2023-04-18 | 中国煤炭地质总局第二水文地质队 | Underground cavity plugging device and construction method thereof |
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Application publication date: 20170111 |
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| WD01 | Invention patent application deemed withdrawn after publication |