CN204590002U - A kind of Bag Grouting Pile bracing means - Google Patents
A kind of Bag Grouting Pile bracing means Download PDFInfo
- Publication number
- CN204590002U CN204590002U CN201520267264.3U CN201520267264U CN204590002U CN 204590002 U CN204590002 U CN 204590002U CN 201520267264 U CN201520267264 U CN 201520267264U CN 204590002 U CN204590002 U CN 204590002U
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- CN
- China
- Prior art keywords
- core pipe
- steel core
- slip casting
- bag
- grouting pile
- 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
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- Piles And Underground Anchors (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
A kind of Bag Grouting Pile bracing means, at least comprises crutcher, stirring slurry can, shove pump, sprinkling irrigation recorder, slip casting steel core pipe, nylon cloth bag, steel collar, steel core pipe bottom tube and Plastic cap; Described shove pump is communicated with stirring slurry can by pipeline; Described shove pump connects slip casting steel core pipe by pipeline, and on pipeline, be connected with sprinkling irrigation recorder; Described slip casting steel core pipe bottom is connected with nylon cloth bag; This Bag Grouting Pile bracing means, Bag Grouting Pile adopts the new technology of slurry injection technique and geotextile integrated application, make full use of the draining of Bag Grouting Pile, water proof, reinforcement and reinforcement effect, accelerate soil solidifying, improve bearing capacity and the composite modulus of the soil body, reduce soil body compressive strain and settlement of foundation, effectively control the settlement after construction of soft foundation.
Description
Technical field
The utility model relates to grouting slurry stake field, especially a kind of Bag Grouting Pile bracing means.
Background technology
Bag Grouting Pile forms with geotextile bag and grouting serous fluid the soft foundation carrying out soil mass consolidation like cylindric hardenite, adopts the new technology of slurry injection technique and geotextile integrated application.Adopt oscillation pipe sinking machine pore-forming, after pore-forming completes, the slip casting steel core pipe packaging cloth bag is put into immersed tube, then promote immersed tube; Then adopt slip casing by pressure pump to be injected from the grouting port at slip casting steel core pipe top by cement mixing slurries, enter in cloth bag by the slurry outlet of slip casting steel core pipe bottom, under the effect of grouting pressure, cloth bag expands from bottom to top gradually; After cloth bag is full, the instantaneous raising of pressure, near hole wall, the soil body is squeezed densification, and stake holes diameter is slightly expanded, simultaneously under the limit constraint of the side of the hole wall soil body slurries in cloth bag by pressing formation.
Prior art can not meet the needs of people, for making up prior art deficiency, the utility model aims to provide one can accelerate soil solidifying, improve bearing capacity and the composite modulus of the soil body, reduce soil body compressive strain and settlement of foundation, effectively control the Bag Grouting Pile bracing means of the settlement after construction of soft foundation.
For realizing this technical purpose, scheme of the present utility model is: a kind of Bag Grouting Pile bracing means, at least comprises crutcher, stirring slurry can, shove pump, sprinkling irrigation recorder, slip casting steel core pipe, nylon cloth bag, steel collar, steel core pipe bottom tube and Plastic cap; Described shove pump is communicated with stirring slurry can by pipeline; Described shove pump connects slip casting steel core pipe by pipeline, and on pipeline, be connected with sprinkling irrigation recorder; Described slip casting steel core pipe bottom is connected with nylon cloth bag; Described steel core pipe bottom tube is arranged on slip casting steel core pipe bottom, and is connected with slip casting steel core pipe.
As further technical scheme of the present utility model: described nylon cloth bag is set in slip casting steel core pipe Basolateral, its top is linked as one by steel collar and slip casting steel core pipe; Described Plastic cap is fixed on steel core pipe bottom tube bottom.
As further technical scheme of the present utility model: it is coal dust ash and cement that described crutcher stirs material, and slurries are by water: cement: flyash=1: the match ratio of 0.732: 0.599 is prepared.
Compared with prior art, the beneficial effects of the utility model are: this Bag Grouting Pile bracing means, Bag Grouting Pile adopts the new technology of slurry injection technique and geotextile integrated application, make full use of the draining of Bag Grouting Pile, water proof, reinforcement and reinforcement effect, accelerate soil solidifying, improve bearing capacity and the composite modulus of the soil body, reduce soil body compressive strain and settlement of foundation, the settlement after construction of effective control soft foundation, meets stability and the control technique of settlement after construction requirement of high standard railway bed; This technique building technology is advanced, feasible, strong operability, reliable in quality, and reduce environment pollution, construction costs is low, has highly application value.
Utility model content
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model;
Fig. 2 is nylon cloth bag of the present utility model and slip casting steel core pipe connecting structure schematic diagram;
Wherein: 1, crutcher, 2, stir slurry can, 3, shove pump, 4, sprinkling irrigation recorder, 5, slip casting steel core pipe, 6, nylon cloth bag, 7, steel collar, 8, steel core pipe bottom tube, 9, Plastic cap.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making other embodiments all obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 2, in the utility model embodiment, a kind of Bag Grouting Pile bracing means, at least comprises crutcher 1, stirring slurry can 2, shove pump 3, sprinkling irrigation recorder 4, slip casting steel core pipe 5, nylon cloth bag 6, steel collar 7, steel core pipe bottom tube 8 and Plastic cap 9; Described shove pump 3 is communicated with stirring slurry can 2 by pipeline; Described shove pump 3 connects slip casting steel core pipe 5 by pipeline, and on pipeline, be connected with sprinkling irrigation recorder 4; Described slip casting steel core pipe 5 bottom is connected with nylon cloth bag 6; Described steel core pipe bottom tube 8 is arranged on slip casting steel core pipe 5 bottom, and is connected with slip casting steel core pipe 5.
As further technical scheme of the present utility model: described nylon cloth bag 6 is set in slip casting steel core pipe 5 Basolateral, its top is linked as one by steel collar 7 and slip casting steel core pipe 5; Described Plastic cap 9 is fixed on steel core pipe bottom tube 8 bottom.
As further technical scheme of the present utility model: it is coal dust ash and cement that described crutcher 1 stirs material, and slurries are by water: cement: flyash=1: the match ratio of 0.732: 0.599 is prepared.
The utility model is in use:
(1) slurries of Bag Grouting Pile are by water: cement: flyash=1: the match ratio of 0.732: 0.599 is prepared, viscosity is 30 ~ 35s, density is 1.4 ~ 1.5g/cm, bleeding rate < 3%, uniaxial compressive strength > 2.4MPa (7d in the length of time).Adopt mortar mixer mixing, each stirring is no less than 3min; The good slurries of mixing must not holding time long, slip casting should complete in 1h; For preventing cement paste from emanating, slurries will constantly stir in mortar mixer; Just slowly pour into storage bin hopper, to remove foreign material after mortar mixer filters via 3mm hole sizer until slurries before mud jacking.
(2) slurries injection bag pile forms pile body in outside expansion process, therefore slip casting should be carried out successively immediately following boring; Bag pile slip casting should be followed from bottom to top, section by section the principle of mud jacking.
1. grouting pipe connects
Adopt mortar extrusion pump, be connected with storage bin hopper, Grouting Pipe by 5cm pressure hose, and install electromagnetic flowmeter to measure slurry flow.
2. grouting pressure table is adopted to control grouting pressure
Grouting pressure controls at 0.3 ~ 0.5MPa, and injection speed remains on 10 ~ 12L/min; Grouting pressure is generally 0.3 ~ 0.5MPa, once exceed design pressure, should in time on pull out slip casting core pipe; Should strictly flow rate of grouting be controlled at 10 ~ 12L/min during slip casting, must guard against excessive.
3. slip casting section pipe-pulling speed
Calculate pile body length according to injection slurry amount, start more than adopting board-plugging device after 3.0m to pull out slip casting steel core pipe slowly, pipe-pulling speed controls at 10 ~ 15cm/min; In tube drawing process, if pressure is lower than 0.3MPa, stop tube drawing, when pressure reaches 0.5MPa, lasting 1min is slow tube drawing again.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
The above; be only preferred embodiment of the present utility model; not in order to limit the utility model, every above embodiment is done according to technical spirit of the present utility model any trickle amendment, equivalently replace and improve, within the protection domain that all should be included in technical solutions of the utility model.
Claims (3)
1. a Bag Grouting Pile bracing means, at least comprises crutcher (1), stirring slurry can (2), shove pump (3), sprinkling irrigation recorder (4), slip casting steel core pipe (5), nylon cloth bag (6), steel collar (7), steel core pipe bottom tube (8) and Plastic cap (9); It is characterized in that: described shove pump (3) is communicated with stirring slurry can (2) by pipeline; Described shove pump (3) connects slip casting steel core pipe (5) by pipeline, and on pipeline, be connected with sprinkling irrigation recorder (4); Described slip casting steel core pipe (5) bottom is connected with nylon cloth bag (6); Described steel core pipe bottom tube (8) is arranged on slip casting steel core pipe (5) bottom, and is connected with slip casting steel core pipe (5).
2. a kind of Bag Grouting Pile bracing means according to claim 1, it is characterized in that: described nylon cloth bag (6) is set in slip casting steel core pipe (5) Basolateral, its top is linked as one by steel collar (7) and slip casting steel core pipe (5); Described Plastic cap (9) is fixed on steel core pipe bottom tube (8) bottom.
3. a kind of Bag Grouting Pile bracing means according to claim 1, it is characterized in that: it is coal dust ash and cement that described crutcher (1) stirs material, and slurries are by water: cement: flyash=1: the match ratio of 0.732: 0.599 is prepared.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520267264.3U CN204590002U (en) | 2015-04-23 | 2015-04-23 | A kind of Bag Grouting Pile bracing means |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520267264.3U CN204590002U (en) | 2015-04-23 | 2015-04-23 | A kind of Bag Grouting Pile bracing means |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204590002U true CN204590002U (en) | 2015-08-26 |
Family
ID=53926171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520267264.3U Expired - Fee Related CN204590002U (en) | 2015-04-23 | 2015-04-23 | A kind of Bag Grouting Pile bracing means |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204590002U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105818268A (en) * | 2016-05-25 | 2016-08-03 | 山推建友机械股份有限公司 | Offshore soft base layer processing stirring device and reinforcement process thereof |
| CN110374104A (en) * | 2019-07-23 | 2019-10-25 | 安玉霞 | A kind of ground grouting equipment for building |
-
2015
- 2015-04-23 CN CN201520267264.3U patent/CN204590002U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105818268A (en) * | 2016-05-25 | 2016-08-03 | 山推建友机械股份有限公司 | Offshore soft base layer processing stirring device and reinforcement process thereof |
| CN110374104A (en) * | 2019-07-23 | 2019-10-25 | 安玉霞 | A kind of ground grouting equipment for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150826 Termination date: 20160423 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |