CN209555927U - The mini-valve tube of two fluid grouting core pipe design - Google Patents
The mini-valve tube of two fluid grouting core pipe design Download PDFInfo
- Publication number
- CN209555927U CN209555927U CN201822082776.9U CN201822082776U CN209555927U CN 209555927 U CN209555927 U CN 209555927U CN 201822082776 U CN201822082776 U CN 201822082776U CN 209555927 U CN209555927 U CN 209555927U
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- China
- Prior art keywords
- mini
- valve tube
- fluid grouting
- leakage prevention
- core pipe
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The utility model relates to the mini-valve tubes of two fluid grouting core pipe design, including two fluid grouting core pipe, mini-valve tube, sleeve shell material, sounding mark device and three pipelines；Sleeve shell material is equipped on the outside of mini-valve tube, mini-valve tube surface opens up slurry discharging hole, and slurry discharging hole is covered by plastic eraser to be wrapped up, plug-hole when preventing sleeve shell material from filling；Two fluid grouting core pipe is equipped in mini-valve tube；Three pipelines are respectively A liquid pipe, B liquid pipe and penstock, and three pipelines are bound together in two fluid grouting core pipe upper end, and are equipped with sounding mark device；Three piping connection two fluid grouting core pipes, two fluid grouting core pipe include lower part mortar leakage prevention section, middle part slip casting section and top mortar leakage prevention section, and A liquid pipe and B liquid pipe pass through top mortar leakage prevention section to middle part slip casting section.The beneficial effects of the utility model are: the secondary only slurry design that the utility model uses, can preferably prevent slurries from going here and there out inside mini-valve tube, reduce the loss of grouting pressure.
Description
Technical field
The utility model belongs to geotechnical engineering slurry injection technique field, is related to a kind of two fluid grouting mini-valve tube system, especially relates to
And a kind of mini-valve tube of two fluid grouting core pipe design.
Background technique
With continually developing for the underground space, especially there is showing for Lack of support there are many ground in soft clay area meeting
As, while increasing with base pit engineering and Tunnel Engineering, it may appear that a series of excavation of foundation pit and tunnel excavation influence surrounding ring
The problem of border, occurs, and at this time just needs to carry out soil stabilization, and single slurry slip casting setting rate is slow, and consolidation effect is poor, so
General two fluid grouting reinforcing occupies the majority.Had more using the technology of two fluid grouting compared to other kinds of ground treatment construction method
Wide applicability can satisfy the requirement of the foundation treatment engineering to become increasingly complex.Wherein sleeve valve barrel grouting reinforcement technique energy
Realize segmenting slip casting, and repeatable slip casting, be based on the above advantage, slurry injection technique of sleeve valve tube be widely used in foundation stabilization and
Reduce soil body additional deformation.
Two fluid grouting energy rapid condensation can play very quick consolidation effect to the soil body.But traditional mini-valve tube note
Paste-making method is before slurries enter slip casting core pipe, and by slurries mixed injection slip casting core pipe, dual slurry generally understands quick solidification, this is right
Speed of application requirement is relatively high, and the time has grown easy plugging, and easy to handle and maintenance is not allowed after plugging, can only do and abandon hole processing, greatly
Project cost and time cost are increased greatly.This becomes a serious problems of two fluid grouting, in order to effectively solve the problems, such as this, needs
Design the slip casting core pipe for avoiding plugging.
Utility model content
The purpose of the utility model is to overcome deficiencies in the prior art, provide a kind of sleeve valve of two fluid grouting core pipe design
Pipe.
The mini-valve tube of this two fluid grouting core pipe design, including two fluid grouting core pipe, mini-valve tube, sleeve shell material, sounding mark
Device and three pipelines；Sleeve shell material is equipped on the outside of mini-valve tube, mini-valve tube surface opens up slurry discharging hole, and slurry discharging hole is covered by plastic eraser to be wrapped
It wraps up in, plug-hole when preventing sleeve shell material from filling；Two fluid grouting core pipe is equipped in mini-valve tube；Three pipelines be respectively A liquid pipe, B liquid pipe and
Penstock, three pipelines are bound together in two fluid grouting core pipe upper end, and are equipped with sounding mark device；Three piping connections
Two fluid grouting core pipe, two fluid grouting core pipe include lower part mortar leakage prevention section, middle part slip casting section and top mortar leakage prevention section, A liquid
Pipe and B liquid pipe pass through top mortar leakage prevention section to middle part slip casting section, and penstock passes through lower part mortar leakage prevention section, middle part slip casting area
Section and top mortar leakage prevention section；Its middle and lower part mortar leakage prevention section is similar to the structure of top mortar leakage prevention section, lower part mortar leakage prevention area
Rubber stopper is equipped in section and top mortar leakage prevention section, penstock is connect by water pressure passage with rubber stopper, pressure is given by penstock,
By water pressure passage water supply come the rubber stopper that swells, allow to close mini-valve tube internal channel；Middle part slip casting section includes secondary stops
It is equipped with the second sealing nut at the connecting interface of slurry plug, slurries mixing bunker and sealing nut, A liquid pipe and B liquid pipe, penstock
The first sealing nut is equipped at upper and lower docking, sealing nut dismantles middle part slip casting section；It is set between secondary stop grouting plug
There is slurries mixing bunker, slurries mixing bunker bottom is equipped with slurry outlet, and A liquid pipe and B liquid pipe are passed through in slurries mixing bunker, and A liquid and B liquid exist
Mixing in slurries mixing bunker, is then projected by slurry outlet again；Slurries mixing bunker is by two pieces of storehouse board groups at and being bolted
Fixed, slurries mixing bunker surrounding is respectively provided with rubber washer antiseep, and leakage-proof socket is vertically arranged in slurries mixing bunker；Penstock passes through
Water pressure passage is connect with secondary stop grouting plug；Slurries mixing bunker only has 20mm at a distance from mini-valve tube, so that only existing a small amount of biliquid
Slurry is between slip casting core pipe and mini-valve tube.
As preferred: vertically spaced set, interval 20cm are arranged one, facilitate different depth sounding mark device
The selection of slip casting position.
As preferred: lower part mortar leakage prevention section and top mortar leakage prevention section are respectively provided with three layers of rubber stopper, for preventing slurries
It is run out of inside mini-valve tube.
As preferred: slip casting section upper and lower side in middle part is equipped with secondary stop grouting plug, and principle is exactly to be applied centainly by penstock
Hydraulic pressure, so that the secondary stop grouting plug of inner hollow is expanded outward by hydraulic pressure, so that it is close to secondary stop grouting plug with mini-valve tube inner wall,
Play the role of multilayer leakproof.
The beneficial effects of the utility model are:
1, the secondary only slurry design that the utility model uses, can preferably prevent slurries from going here and there out inside mini-valve tube, make
The loss of grouting pressure reduces.
2, the two fluid grouting core pipe design that the utility model uses, horse after mixing dual slurry in slurries mixing bunker
Upper indentation surrounding soil is not in slurries plugging phenomenon.
Cause slip casting to stop if 3, emergency case occurs in construction in the utility model, can only occur in slurries mixing bunker
Blocking, processing is very convenient, only need to extract two fluid grouting core pipe, dismantle slurries mixing bunker and cleaned or replaced,
It effectively can quickly handle stopping state.
Detailed description of the invention
Fig. 1 is the mini-valve tube structural schematic diagram of two fluid grouting core pipe design；
Fig. 2 is middle part slip casting section schematic diagram；
Fig. 3 is middle part slip casting section perspective view；
Description of symbols: 1 --- two fluid grouting core pipe；2 --- lower part mortar leakage prevention section；3 --- middle part slip casting section；
4 --- top mortar leakage prevention section；5 --- the first sealing nut；6 --- B liquid pipe；7 --- penstock；8 --- A liquid pipe；9——
Sounding mark device；10 --- mini-valve tube；11 --- plastic eraser set；12 --- slurry discharging hole；13 --- the second sealing nut；
14 --- water pressure passage；15 --- rubber stopper；16 --- bolt；17 --- slurry outlet；18 --- rubber washer；19 --- slurries
Mixing bunker；20 --- sleeve shell material；21 --- secondary stop grouting plug；22 --- leakage-proof socket.
Specific embodiment
The utility model is described further below with reference to embodiment.The explanation of following embodiments is only intended to help to manage
Solve the utility model.It should be pointed out that for those skilled in the art, not departing from the utility model principle
Under the premise of, several improvements and modifications can be made to this utility model, these improvement and modification also fall into the utility model
In scope of protection of the claims.
The design of two fluid grouting core pipe 1 first, two fluid grouting core pipe 1 by three pipelines, top mortar leakage prevention section 4, under
Portion's mortar leakage prevention section 2 and middle part slip casting section 3 form.Wherein three pipelines are respectively A liquid pipe 8, B liquid pipe 6 and penstock 7, In
The pipeline of 4 or more top slip casting section uses hose material, and part uses tube material below.A liquid pipe 8 and B liquid pipe 6 pass through upper
For portion's mortar leakage prevention section 4 to middle part slip casting section 3, it is anti-that penstock 7 passes through lower part mortar leakage prevention section 2, middle part slip casting section 3 and top
Spillage section 4.Penstock 7 respectively leads to rubber stopper 15 and secondary stop grouting plug 21 by water pressure passage 14.Two fluid grouting core pipe 1 is divided
It is three sections, can dismounts, conveniently repair.
Middle part slip casting section 3 is slip casting core space, secondary stop grouting plug 21, the second sealing nut 13 including upper and lower side, the
One sealing nut 5, mixing slip casting storehouse 19, mixing slip casting storehouse 19 are connected and fixed by bolt 16.It mixes 19 surrounding of slip casting storehouse and rubber is set
Leather washer 18, it is ensured that spillage does not occur for mixing slip casting storehouse 19.It mixes slip casting storehouse 19 and is equipped with slurry outlet 17.Middle part slip casting section
Slurries mixing bunker 19 in 3 can be dismantled, and A liquid pipe 8 and B liquid pipe 6 are each led into wherein, so that slurries mix in storehouse, later
It is directly injected into stratum, mixed serum is reduced and is stopped in Grouting Pipe too long and stifled a possibility that starching occurs.Even if stifled slurry occurs
Situation also only appears in slurries mixing bunker 19, can solve stifled slurry by disassembly, cleaning or replacement mixing bunker in this way
Problem, not will cause construction delay and equipment loss is serious.As shown in Figure 2,3.
Top mortar leakage prevention section 4 and lower part leakproof section 2 are passed through penstock 7, and penstock 7 by water pressure passage 14 with
Rubber stopper 15 connects.
The upper, middle and lower of two fluid grouting core pipe 1 three are partially contained in together on the ground, by tightening the first sealing nut 5
Penstock 7 is set to complete sealing.Then A liquid pipe 8 is connected by the second sealing nut 13, B liquid pipe 6 is also by the second sealing nut
13 connections.Then slurries mixing bunker 19 is fixedly connected by bolt 16, and guarantees that slurries mixing bunker 19 is fully sealed.Again will
Two fluid grouting core pipe 1 is inserted into mini-valve tube 10, the depth location for needing slip casting is positioned by sounding mark device 9, accurately
Slip casting is realized in different depth in ground.
When two fluid grouting core pipe 1 reaches designated depth, hydraulic pressure is given by penstock 7, makes rubber stopper 15 and secondary only slurry
Plug 21 all expands, and forms sealing slurry check ring.Then by external double-fluid grouting machine, the liquid of two kinds of different ratios is respectively pressed into
A liquid pipe 8 and B liquid pipe 6, two kinds of slurries reach to be mixed in slurries mixing bunker 19, is then driven into surrounding by slurry outlet 17
Inside soil body realizes the reinforcing to surrounding soil.At the end of the depth slip casting is fast, a certain slurries are closed, carry out it only single
There is only single liquid in slurries mixing bunker 19, in this way when two fluid grouting tube core 1 replaces, will not block in liquid injection
Phenomenon.
It when changing slip casting position, needs to lay down water pressure in time, then changes the position of two fluid grouting core pipe 1, then again
It repeats the above steps.
After the completion of slip casting, two fluid grouting core pipe 1 is taken out, A liquid pipe 8 and B liquid pipe 6 are squeezed into clear water and carry out washing pipe, later will
Slurries mixing bunker 19 opens cleaning.It is not in plugging phenomenon by using the two fluid grouting core pipe 1.Even if blocking,
It only occurs in slurries mixing bunker 19.And slurries mixing bunker 19 can dismantle cleaning and replace, and also can fast and effectively handle stifled
The case where plug, occurs.
Claims (4)
1. a kind of mini-valve tube of two fluid grouting core pipe design, it is characterised in that: including two fluid grouting core pipe (1), mini-valve tube (10),
Sleeve shell material (20), sounding mark device (9) and three pipelines；Sleeve shell material (20) are equipped on the outside of mini-valve tube (10), mini-valve tube (10)
Surface opens up slurry discharging hole (12), and slurry discharging hole (12) is wrapped up by plastic eraser set (11)；Two fluid grouting core is equipped in mini-valve tube (10)
It manages (1)；Three pipelines are respectively A liquid pipe (8), B liquid pipe (6) and penstock (7), and three pipelines are on two fluid grouting core pipe (1)
End binding together, and is equipped with sounding mark device (9)；Three piping connection two fluid grouting core pipes (1), two fluid grouting core pipe
It (1) include lower part mortar leakage prevention section (2), middle part slip casting section (3) and top mortar leakage prevention section (4), A liquid pipe (8) and B liquid pipe
(6) top mortar leakage prevention section (4) is passed through to middle part slip casting section (3), and penstock (7) passes through lower part mortar leakage prevention section (2), middle part
Slip casting section (3) and top mortar leakage prevention section (4)；Rubber is equipped in lower part mortar leakage prevention section (2) and top mortar leakage prevention section (4)
Leather plug (15), penstock (7) are connect by water pressure passage (14) with rubber stopper (15)；Middle part slip casting section (3) includes secondary stops
It is close that second is equipped at the connecting interface of slurry plug (21), slurries mixing bunker (19) and sealing nut, A liquid pipe (8) and B liquid pipe (6)
It seals nut (13), is equipped with the first sealing nut (5) at the docking up and down of penstock (7)；Slurry is equipped between secondary stop grouting plug (21)
Liquid mixing bunker (19), slurries mixing bunker (19) bottom are equipped with slurry outlet (17), and A liquid pipe (8) and B liquid pipe (6) are passed through slurries mixing
In storehouse (19)；Slurries mixing bunker (19) is by two pieces of storehouse board groups at and being connected and fixed by bolt (16)；Slurries mixing bunker (19) four
It is respectively provided in week rubber washer (18), leakage-proof socket (22) is vertically arranged in slurries mixing bunker (19)；Penstock (7) passes through water pressure passage
(14) it is connect with secondary stop grouting plug (21).
2. the mini-valve tube of two fluid grouting core pipe design according to claim 1, it is characterised in that: sounding mark device (9)
Vertically spaced set.
3. the mini-valve tube of two fluid grouting core pipe design according to claim 1, it is characterised in that: lower part mortar leakage prevention section
(2) and top mortar leakage prevention section (4) is respectively provided with three layers of rubber stopper (15).
4. the mini-valve tube of two fluid grouting core pipe design according to claim 1, it is characterised in that: middle part slip casting section (3)
Upper and lower side is equipped with secondary stop grouting plug (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822082776.9U CN209555927U (en) | 2018-12-12 | 2018-12-12 | The mini-valve tube of two fluid grouting core pipe design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822082776.9U CN209555927U (en) | 2018-12-12 | 2018-12-12 | The mini-valve tube of two fluid grouting core pipe design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209555927U true CN209555927U (en) | 2019-10-29 |
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ID=68301625
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822082776.9U Expired - Fee Related CN209555927U (en) | 2018-12-12 | 2018-12-12 | The mini-valve tube of two fluid grouting core pipe design |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209555927U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457703A (en) * | 2018-12-12 | 2019-03-12 | 宁波市轨道交通集团有限公司 | A kind of mini-valve tube and grouting method of the design of two fluid grouting core pipe |
-
2018
- 2018-12-12 CN CN201822082776.9U patent/CN209555927U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109457703A (en) * | 2018-12-12 | 2019-03-12 | 宁波市轨道交通集团有限公司 | A kind of mini-valve tube and grouting method of the design of two fluid grouting core pipe |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191029 Termination date: 20201212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |