CN208235525U - A kind of multiple grouting device controlling soil deformation - Google Patents
A kind of multiple grouting device controlling soil deformation Download PDFInfo
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- CN208235525U CN208235525U CN201820133284.5U CN201820133284U CN208235525U CN 208235525 U CN208235525 U CN 208235525U CN 201820133284 U CN201820133284 U CN 201820133284U CN 208235525 U CN208235525 U CN 208235525U
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- outer tube
- slip casting
- cloth bag
- geotechnological cloth
- geotechnique
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Abstract
The utility model discloses a kind of for controlling the multiple grouting device of soil deformation, including slip casting core pipe and outer tube, outer tube includes the arc section of jurisdiction of 2~6 mutual obvolvents, multiple geotechnological cloth bags are equipped in outer tube, the top of multiple geotechnique's cloth bags is concordant and than being higher by 0.3~0.5m at the top of outer tube sleeve.The length of multiple geotechnique's cloth bags can be different, radially successively reduce according in outer tube from center, the geotechnological cloth bag of different length is distinguish in different colors.Slip casting is carried out using utility model device to inject slurries direct weighting in geotechnological cloth bag, realize accurately controlling for slurry volume, due to using more slip casting geotechnique's cloth bags, it can be by repeatedly injecting subtle control of the slurries realization to soil deformation, the length for changing simultaneously different geotechnological cloth bags can also realize the Deformation control of various soil mass depth.Therefore in this technique, settable slip casting number, slip casting depth concentrate grouting pressure, increase the directionality to exert a force to object construction.
Description
Technical field
The utility model relates to ground and basic engineering construction technical field more particularly to it is a kind of control soil deformation it is more
Secondary grouting device.
Background technique
With the fast development of Chinese society economy, Modernized City Construction progress is constantly accelerated, and large-scale synthesis is multi-functional
Groups of building continue to bring out, and infrastructure construction is also being gradually improved.In Excavation Process, the Unloading Effect of the adjacent side soil body is led
Foundation pit enclosure structure is caused to generate corresponding deformation, so as to cause adjacent building basis or hole outer tunnel etc. as the soil body generates together
Corresponding displacement deformation.For example, existing operation tactics are mostly the shield tunnel that precast concrete section of jurisdiction is connected with high-strength bolt,
It is more sensitive to deformation.Excessive deformation not only results in the opening connected between section of jurisdiction, faulting of slab ends, track buckling deformation, influences ground
The operation of iron train, serious person even can because deformed between section of jurisdiction joint open it is excessive caused by leak leak husky phenomenon and cause tunnel into one
Large deformation and damage occur for step.Therefore change stringent to the existing operation carry out such as building foundation and tunnel during project management
Shape control seems most important.
It is often not efficient, economical using deformation rectifying effect of the slurry injection technique of sleeve valve tube to the soil body at present, it is primarily present
Following defect:
First, sleeve valve barrel grouting is difficult to control volume, the location and shape of injecting cement paste, generally can not form continuous stake
Body, especially when groundwater velocity is larger, slurries are often washed away by underground water, it is difficult to be gone out in fixed area setting and hardening, and easily
Existing running pulp alters slurry phenomenon along Grouting Pipe and adjacent structure, and the diffusion of slurries can cause potentially to influence on the construction of periphery engineering,
To underground water and soil is closed on by certain pollution, it is unfavorable for environmental protection.
Second, slurry injection technique of sleeve valve tube once completes slip casting, it is difficult to carry out slip casting supplement to the slurry in the soil body.
Third is when pressure is larger or slip casting position is intensive, and the slip casting of mini-valve tube formula may be filled there is a phenomenon where slurries are counter.
Therefore, the grouting device for researching and developing a kind of controllable soil deformation while controllable slip casting position shape is existing market
The urgent need of development.
Utility model content
To be solved in the utility model is that conventional slurry injection technique of sleeve valve tube is unable to satisfy control soil deformation and slip casting position
The technical issues of setting shape provides a kind of multiple grouting device for controlling soil deformation, i.e., slurries direct weighting is injected geotechnique
In cloth bag, accurately controlling for slurry volume is realized, due to using more slip casting geotechnique's cloth bags, can be realized by repeatedly injecting slurries
Subtle control to soil deformation, the length for changing simultaneously different geotechnological cloth bags can also realize the deformation control of various soil mass depth
System.Therefore in this technique, settable slip casting number, slip casting depth, concentrate grouting pressure, and object construction force is determined in increase
Tropism.
In order to solve the above-mentioned technical problem, the utility model proposes it is a kind of for control soil deformation multiple slip casting dress
It sets, including slip casting core pipe and outer tube, the outer tube includes the arc section of jurisdiction of 2~6 mutual obvolvents, is set in the outer tube
There are multiple geotechnological cloth bags, the top of multiple geotechnique's cloth bags is concordant and than being higher by 0.3~0.5m at the top of the outer tube sleeve, described outer
Casing is externally provided with multiple binding items.
Further, the utility model is used to control the multiple grouting device of soil deformation, wherein multiple geotechnique's cloth bags
Length is identical, as shown in Figure 3.
The length of multiple geotechnique's cloth bags is different, the length of multiple geotechnique's cloth bags according in the outer tube from center along diameter
To successively reducing outward, the geotechnological cloth bag of different length is distinguish in different colors.
The spacing of the binding item is 1m.
The number of geotechnological cloth bag is in the outer tube: when the diameter of the outer tube is 300mm, the number of geotechnological cloth bag
It is 200, when the diameter of the outer tube is 200mm, the number of geotechnological cloth bag is 100, and the diameter of the outer tube is
When 500mm, the number of geotechnological cloth bag is 600.
Diameter after the interior geotechnological cloth bag is propped up is 20mm.
The material of the arc section of jurisdiction is rubber or PVC.
Compared with prior art, the utility model has the beneficial effects that
(1) the utility model can realize precise controlling: slurries (cement grout and waterglass) direct weighting be injected impermeable
Among the geotechnological cloth bag of water, accurately controlling for slurry volume is realized by multiple slip casting, while preventing and returning phenomenon on slurries,
Improve the accuracy of slip casting positioning.
(2) the utility model can realize orientation correction: the length due to can change geotechnological cloth bag can control different depth
Soil deformation, therefore in this project, length of the geotechnological cloth bag along correction direction is larger, concentrates grouting pressure, increases pair
The directionality of object construction force realizes orientation correction and improves slip casting efficiency.
(3) the utility model can realize multiple slip casting: due to being configured with diameter after the completion of the more slip casting of number in casing
For the geotechnological cloth bag of 20mm, the number by changing slip casting geotechnique cloth bag realizes multiple slip casting.
(4) the utility model can be realized environmentally protective: geotechnological cloth bag avoid slurries in a liquid state with underground water with
Soil body contact, prevents the influence to environment is closed on.
Detailed description of the invention
Fig. 1 is schematic diagram before multiple grouting device slip casting；
Fig. 2 is schematic diagram after multiple grouting device slip casting；
Fig. 3 is the isometric situation side schematic view of geotechnological cloth bag in multiple grouting device；
Fig. 4 is geotechnological cloth bag Length discrepancy situation side schematic view in multiple grouting device.
In figure: 1- outer tube, 2- geotechnique's cloth bag, the spacing between 3- arc section of jurisdiction, 4- bind item.
Specific embodiment
Technical solutions of the utility model are described in further detail in the following with reference to the drawings and specific embodiments, it is described
Specific embodiment is only explained the utility model, is not intended to limit the utility model.
As shown in Figure 1, the utility model proposes it is a kind of for controlling the multiple grouting device of soil deformation, including slip casting
Core pipe and outer tube 1, the outer tube 1 include the arc section of jurisdiction of 2~6 mutual obvolvents, and the material of the arc section of jurisdiction is rubber
The diameter of glue or PVC, the outer tube 1 can be chosen according to design requirement, and multiple geotechnological cloth bags 2 are equipped in the outer tube 1,
Diameter after the interior geotechnological cloth bag 2 is propped up is 20mm, and the top of multiple geotechnique's cloth bags 2 is concordant and than the top of the outer tube sleeve 1
Portion is higher by 0.3~0.5m, and the outer tube 1 is externally provided with multiple binding items 4, and the spacing of the binding item 4 is 1m.It is shown in Fig. 1
By the outer tube 1 formed after gently being bound after 4 arc section of jurisdiction obvolvents by binding item 4.
In the utility model, the length of multiple geotechnique's cloth bags 2 is identical.The length of the geotechnological cloth bag 2 can also be according to institute
The design requirement of soil deformation need to be controlled to determine, as shown in figure 3, when the soil deformation difference of different depth, according to difference
The soil deformation of depth control requirement, it is multiple geotechnique cloth bags 2 length according in the outer tube 1 from center radially to
It successively reduces outside, but it should be noted that target, which is poured the biggish geotextiles bag of depth, is arranged in central location, target pours depth
It spends lesser geotextiles bagging to set in periphery, the geotechnological cloth bag 2 of different length is distinguish in different colors, to pass through tune
The length of whole geotechnique's cloth bag realizes the soil deformation control of different depth.
The quantity of geotechnological cloth bag 2 is chosen in the utility model according to design requirement, geotechnological cloth bag 2 in the outer tube 1
Number is: when the diameter of the outer tube 1 is 300mm, the number of geotechnological cloth bag 2 is 200, and the diameter of the outer tube 1 is
When 200mm, the number of geotechnological cloth bag 2 is 100, and when the diameter of the outer tube 1 is 500mm, the number of geotechnological cloth bag 2 is
600.The number of work cloth bag 2 is only schematical in Fig. 1 and Fig. 2.
Using it is above-mentioned for control soil deformation multiple grouting device carry out slip casting method the following steps are included:
Step 1: surveying and locating: drawing piling plan according to design requirement, measure hole location using total station and ground is high
Journey determines bore position and depth；
Step 2: drilling: the levelness of drilling machine body and the verticality of drilling rod are checked before drilling, it is desirable that the basic water of drilling machine
Flat, for the vertical missing that drills less than 1%, when drilling, keeps middling speed, when encountering hard formation, slow down it is slow bore, prevent bit freezing.Drilling uses mud
Retaining wall is starched, collapse hole is prevented.Using drilling machine drilling and forming hole, aperture is 200~500mm, and generally 300mm is drilled into design hole depth
When end hole mention brill；
Step 3: installing slip casting casing bit: according to the length and number of correction Demand Design geotechnique cloth bag 2, to meet
To the directionality of object construction force, while the soil deformation control of different depth can be realized by adjusting the length of geotechnological cloth bag
System.It is gently bound in 1 interval 1m of outer tube with binding item, makes to will not fall off during placement outer tube 1, and place slip casting structure
Shake off at middle, will be bundled in the insertion drilling of outer tube 1 of binding item 4 to design hole depths, and keep outer tube 1 vertical
And it is located at the central location in hole, the geotechnological cloth bag 2 (placing flat flat as far as possible) of design quantity is smoothed out with the fingers along putting (most handy binding strap in order
Binding is held together) it is placed in outer tube 1 to bottom hole, the top surface 0.3 of the exposing suitable for reading outer tube 1 of all geotechnique's cloth bags 2~
0.5m；It tightens when installing by geotechnological cloth bag is suitable for reading, prevents sundries from entering, influence slip casting operation quality.
Step 4: slip casting: slip casting is quantified slurries in the geotechnological cloth bag 2 of injection using hydraulic grouting pump, is infused when reaching design
When slurry amount, stop slip casting；During slip casting, with the increase that 2 number of slip casting geotechnique cloth bag is completed, grouting volume integrally increases
And strut outer tube 1, as shown in Fig. 2, foring the spacing between arc section of jurisdiction after strutting between i.e. adjacent arc section of jurisdiction
3, to apply pressure to the soil body.Slurries in the utility model use the dual liquid type mixed liquor of cement and waterglass, specifically match
Parameter processed need to be by testing and actual conditions being combined finally to determine.Corresponding grouting pressure and note are taken in slip casting according to the actual situation
Starch time, grouting amount.Stop slip casting after grout cures, clears up the part basseted.
Using the utility model proposes it is a kind of for control soil deformation multiple grouting device carry out slip casting be that will starch
Liquid direct weighting injects in the identical waterproof slip casting geotechnique cloth bag of multiple diameters.It can be according to required by control soil deformation
Stress carries out multiple slip casting to geotechnological cloth bag, not only can be with as the increase casing of geotextiles bag body product can also be strutted therewith
Control grouting amount as needed applies pressure to the soil body to control soil deformation, and can be by adjusting the length of geotechnological cloth bag
The soil deformation control for realizing different depth, avoids slurries and contacts in a liquid state with underground water, the soil body, prevent to closing on
The influence of environment.In addition, it is cheap using the utility model progress grouting cost, it is easy for construction convenient for operation.
Although the utility model is described above in conjunction with attached drawing, the utility model is not limited to above-mentioned
Specific embodiment, the above mentioned embodiment is only schematical, rather than restrictive, the ordinary skill of this field
Personnel are under the enlightenment of the utility model, in the case where not departing from the utility model aims, can also make many variations, this
It belongs within the protection of the utility model a bit.
Claims (7)
1. a kind of multiple grouting device for controlling soil deformation, including slip casting core pipe and outer tube (1), which is characterized in that described
Outer tube (1) includes the arc section of jurisdiction of 2~6 mutual obvolvents, and multiple geotechnological cloth bags (2) are equipped in the outer tube (1), multiple
The top of geotechnological cloth bag (2) is concordant and than being higher by 0.3~0.5m at the top of the outer tube (1), and the outer tube (1) is externally provided with
Multiple binding items (4).
2. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that multiple geotechnique's cloth bags (2)
Length it is identical.
3. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that multiple geotechnique's cloth bags (2)
Length it is different, the length of multiple geotechnique's cloth bags (2) radially successively subtracts according in the outer tube (1) from center
Few, the geotechnological cloth bag (2) of different length is distinguish in different colors.
4. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that binding item (4)
Spacing is 1m.
5. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that in the outer tube (1)
The number of geotechnological cloth bag (2) is: when the diameter of the outer tube (1) is 300mm, the number of geotechnological cloth bag (2) is 200, institute
When the diameter for stating outer tube (1) is 200mm, the number of geotechnological cloth bag (2) is 100, and the diameter of the outer tube (1) is
When 500mm, the number of geotechnological cloth bag (2) is 600.
6. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that geotechnique's cloth bag (2)
Diameter after propping up is 20mm.
7. controlling the multiple grouting device of soil deformation according to claim 1, which is characterized in that the material of the arc section of jurisdiction
Matter is rubber or PVC.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820133284.5U CN208235525U (en) | 2018-01-25 | 2018-01-25 | A kind of multiple grouting device controlling soil deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820133284.5U CN208235525U (en) | 2018-01-25 | 2018-01-25 | A kind of multiple grouting device controlling soil deformation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208235525U true CN208235525U (en) | 2018-12-14 |
Family
ID=64578426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820133284.5U Withdrawn - After Issue CN208235525U (en) | 2018-01-25 | 2018-01-25 | A kind of multiple grouting device controlling soil deformation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208235525U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396746A (en) * | 2018-01-25 | 2018-08-14 | 天津大学 | A kind of multiple grouting device and its method of control soil deformation |
| CN110485316A (en) * | 2019-08-27 | 2019-11-22 | 山东交通学院 | A kind of method of multiple slip casting to administer bumping at bridge-head |
| CN112922612A (en) * | 2021-03-02 | 2021-06-08 | 北京建工土木工程有限公司 | Shield tunneling machine starting tunnel portal sealing and water stopping device and construction method thereof |
| CN112922611A (en) * | 2021-03-02 | 2021-06-08 | 北京建工土木工程有限公司 | Shield tail sealing device of shield machine and replacing method thereof |
-
2018
- 2018-01-25 CN CN201820133284.5U patent/CN208235525U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396746A (en) * | 2018-01-25 | 2018-08-14 | 天津大学 | A kind of multiple grouting device and its method of control soil deformation |
| CN108396746B (en) * | 2018-01-25 | 2023-08-11 | 天津大学 | Multi-time grouting device and method for controlling soil deformation |
| CN110485316A (en) * | 2019-08-27 | 2019-11-22 | 山东交通学院 | A kind of method of multiple slip casting to administer bumping at bridge-head |
| CN112922612A (en) * | 2021-03-02 | 2021-06-08 | 北京建工土木工程有限公司 | Shield tunneling machine starting tunnel portal sealing and water stopping device and construction method thereof |
| CN112922611A (en) * | 2021-03-02 | 2021-06-08 | 北京建工土木工程有限公司 | Shield tail sealing device of shield machine and replacing method thereof |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20181214 Effective date of abandoning: 20230811 |
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| AV01 | Patent right actively abandoned |
Granted publication date: 20181214 Effective date of abandoning: 20230811 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |