CN206233243U - After-teeming sizing device after a kind of stake holes - Google Patents
After-teeming sizing device after a kind of stake holes Download PDFInfo
- Publication number
- CN206233243U CN206233243U CN201621257018.0U CN201621257018U CN206233243U CN 206233243 U CN206233243 U CN 206233243U CN 201621257018 U CN201621257018 U CN 201621257018U CN 206233243 U CN206233243 U CN 206233243U
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- Prior art keywords
- slip casting
- casting cylinder
- pump line
- pump
- cylinder
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Abstract
After-teeming sizing device after a kind of stake holes, it is related to technical field of building construction；It includes pump installation；Described pump installation includes mortar grouting force (forcing) pump and inflator pump；Gas tube is attached with the outside of slip casting pump line；Mortar grouting force (forcing) pump is connected with one end of slip casting pump line；Inflator pump is connected with one end of gas tube；The other end of slip casting pump line and gas tube is connected through pump line lifting spool with the upper end of slip casting cylinder；One end of pump line boom hoist cable is connected with pump line lifting spool, and the other end is connected with pump line lifting crank；Pump line lifting crank is fixed on slip casting cylinder hoisting frame；One end of slip casting cylinder boom hoist cable is connected with the top of slip casting cylinder, and the other end is connected with cable drum；The quantity of slip casting cylinder boom hoist cable is 2；Cable drum is fixed on the front end of slip casting cylinder steel wire rope winch；After it takes churning driven to be unearthed, the method for after-teeming slurry after follow-up, by hole surrounding solid reinforcement, lifts soil layer stability, it is to avoid collapse hole.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to after-teeming sizing device after a kind of stake holes.
Background technology
Pile foundation pore-forming major mechanical is churning driven, and corresponding wall protecting method is mainly mud off, when underground soil property is sky
During the soil properties such as the larger boulder bed of gap, backfill metalling, mud off is difficult to, and dry pore-forming usually occurs hole phenomenon of collapsing,
And it is too high to do casing cost with steel pipe, and the duration increases excessive.
The content of the invention
The purpose of this utility model is the defect and deficiency for prior art, there is provided a kind of simple structure, design are closed
After-teeming sizing device after reason, stake holes easy to use, energy solution must not do the problem of the spiral-digging pore stake of mud off.
To achieve the above object, the technical solution adopted in the utility model is：It includes pump installation, slip casting pump line, slip casting
Cylinder, slip casting cylinder boom hoist cable, pump line lifting spool, pump line boom hoist cable, pump line lifting crank, slip casting cylinder steel wire rope elevator
Machine, cable drum, slip casting cylinder hoisting frame；Described pump installation includes mortar grouting force (forcing) pump and inflator pump；Slip casting pump line
Outside is attached with gas tube；Mortar grouting force (forcing) pump is connected with one end of slip casting pump line；Inflator pump is connected with one end of gas tube；
The other end of slip casting pump line and gas tube is connected through pump line lifting spool with the upper end of slip casting cylinder；The one of pump line boom hoist cable
End is connected with pump line lifting spool, and the other end is connected with pump line lifting crank；Pump line lifting crank is fixed on slip casting cylinder hoisting frame
On；One end of slip casting cylinder boom hoist cable is connected with the top of slip casting cylinder, and the other end is connected with cable drum；Slip casting cylinder lifting
The quantity of steel wire rope is 2；Cable drum is fixed on the front end of slip casting cylinder steel wire rope winch；
Preferably, described gas tube is provided with charging valve；
Preferably, described slip casting cylinder includes slip casting cylinder outer barrel；Slip casting cylinder outer barrel is provided with several injected holes；Slip casting cylinder
The bottom of outer barrel is provided with back cover steel plate；Top steel plate is provided with the top of slip casting cylinder outer barrel；The upper surface of top steel plate is provided with lifting
Suspension ring；Manhole is provided with the middle part of the steel plate of top；Slip casting pump line is interspersed with manhole and slip casting pump line outside is attached to
Gas tube；The both sides up and down of slip casting cylinder outer barrel are respectively provided with an aerated rubber tyre；Aerated rubber tyre passes through fixed rubber
Tyre steel cord is fixed on slip casting cylinder outer barrel；Gas tube is connected with upper and lower two aerated rubber tyres；Slip casting cylinder outer barrel it is interior
Portion is provided with inner cylinder；The steel plate that binds is provided with the top of inner cylinder；Inner cylinder is enclosed construction；It is provided with some between slip casting cylinder outer barrel and inner cylinder
Root middle part strengthening stud, and form slurry channel；Spacing between the strengthening stud of adjacent two middle parts is 300mm；
Preferably, described back cover steel plate, the thickness of top steel plate are 8mm；Slip casting cylinder outer barrel, the thickness of inner cylinder are 5mm；
Bind steel plate thickness be 5mm；
Preferably, described slip casting cylinder hoisting frame is the zigzag configuration being made up of angle steel and column；Slip casting cylinder hoisting frame is included
Outrigger, vertical beam, crossbeam；Steel brace is connected between outrigger, crossbeam；Two slip casting cylinder steel wire ropes are fixed with below outrigger to twist
Axle, a pump line steel wire rope twisted axis；Slip casting cylinder boom hoist cable is hung with slip casting cylinder steel wire rope twisted axis；Pump line steel wire rope twisted axis
On be hung with pump line boom hoist cable；A suspension ring are equipped with vertical beam, crossbeam；Pump line lifting crank base is additionally provided with crossbeam
With slip casting cylinder steel wire rope winch base；The right wall of crossbeam is provided with dragging draw ring；The bottom of crossbeam is provided with load-bearing road wheel.
After said structure, the utility model has the beneficial effect that：After-teeming slurry after a kind of stake holes described in the utility model
Device, after taking churning driven to be unearthed, the method for after-teeming slurry after follow-up, by hole surrounding solid reinforcement, lifts soil layer stability, it is to avoid
Collapse hole, and have the advantages that simple structure, set reasonable, low manufacture cost.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, before creative labor is not paid
Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the alien invasion schematic diagram of slip casting cylinder；
Fig. 3 is the internal structure schematic diagram of slip casting cylinder；
Fig. 4 is the structural representation of hoisting frame.
Description of reference numerals：
1st, pump installation；2nd, slip casting pump line；3rd, gas tube；4th, slip casting cylinder boom hoist cable；5th, pump line lifting spool；6th, pump line
Boom hoist cable；7th, pump line lifting crank；8th, cable drum；9th, slip casting cylinder steel wire rope winch；10th, slip casting cylinder hoisting frame；
11st, slip casting cylinder；12nd, suspension ring are lifted；13rd, aerated rubber tyre；14th, injected hole；15th, fixed rubber tyre steel wire rope；16th, middle part
Strengthening stud；17th, back cover steel plate；18th, slip casting cylinder outer barrel；19th, inner cylinder；20th, bind steel plate；21st, top steel plate；22nd, steel oblique pull
Bar；23rd, suspension ring；24th, pump line lifting crank base；25th, slip casting cylinder steel wire rope winch base；26th, draw ring is pulled；27th, load-bearing
Road wheel；28th, crossbeam；29th, vertical beam；30th, pump line steel wire rope twisted axis；31st, slip casting cylinder steel wire rope twisted axis；32nd, outrigger.
Specific embodiment
Below in conjunction with the accompanying drawings, the utility model is further described.
Referring to shown in Fig. 1, the technical scheme that this specific embodiment is used is：It includes pump installation 1, slip casting pump line 2, note
Slurry cylinder 11, slip casting cylinder boom hoist cable 4, pump line lifting spool 5, pump line boom hoist cable 6, pump line lifting crank 7, slip casting cylinder steel
Cord hoist engine 9, cable drum 8, slip casting cylinder hoisting frame 10；Described pump installation 1 includes mortar grouting force (forcing) pump and inflation
Pump；The outside of slip casting pump line 2 is attached with gas tube 3；Mortar grouting force (forcing) pump is connected with one end of slip casting pump line 2；Inflator pump with
One end connection of gas tube 3；The other end of slip casting pump line and gas tube connects through pump line lifting spool 5 with the upper end of slip casting cylinder 11
Connect；One end of pump line boom hoist cable 6 is connected with pump line lifting spool 5, and the other end is connected with pump line lifting crank；Pump line is lifted
Crank 7 is fixed on slip casting cylinder hoisting frame 10；One end of slip casting cylinder boom hoist cable 4 is connected with the top of slip casting cylinder 11, another
End is connected with cable drum 8；The quantity of slip casting cylinder boom hoist cable 4 is 2；Cable drum 8 is fixed on slip casting cylinder steel wire
The front end of rope hoist engine 9；
Preferably, described gas tube 3 is provided with charging valve；
Referring to shown in Fig. 2-3, it is preferable that described slip casting cylinder 11 includes slip casting cylinder outer barrel 18；Set on slip casting cylinder outer barrel 18
There are several injected holes 14；The bottom of slip casting cylinder outer barrel 18 is provided with back cover steel plate 17；The top of slip casting cylinder outer barrel 18 is provided with top
Steel plate 21；The upper surface of top steel plate 21 is provided with lifting suspension ring 12；The middle part of top steel plate 21 is provided with manhole；Manhole
In the gas tube 3 that is interspersed with slip casting pump line 2 and is attached on the outside of slip casting pump line；The both sides up and down of slip casting cylinder outer barrel 18 are respectively provided with one
Individual aerated rubber tyre 13；Aerated rubber tyre 13 passes through fixed rubber tyre steel wire rope 15 and is fixed on slip casting cylinder outer barrel 18；
Gas tube 3 is connected with upper and lower two aerated rubber tyres 13；The inside of slip casting cylinder outer barrel 18 is provided with inner cylinder 19；The top of inner cylinder 19
It is provided with the steel plate 20 that binds；Inner cylinder 19 is enclosed construction；Some middle parts are provided between slip casting cylinder outer barrel 18 and inner cylinder 19 and strengthen spiral shell
Bolt 16, and form slurry channel；Spacing between the strengthening stud 16 of adjacent two middle parts is 300mm；
Preferably, described back cover steel plate 17, the thickness of top steel plate 21 are 8mm；Slip casting cylinder outer barrel 18, the thickness of inner cylinder 19
It is 5mm to spend；Bind steel plate 20 thickness be 5mm；
Referring to shown in Fig. 4, it is preferable that described slip casting cylinder hoisting frame 10 is the zigzag configuration being made up of angle steel and column；Note
Slurry cylinder hoisting frame 10 includes outrigger 32, vertical beam 29, crossbeam 28；Steel brace 22 is connected between outrigger 32, crossbeam 28；Outrigger 32
Lower section be fixed with two slip castings cylinder steel wire rope 31, pump line steel wire rope twisted axis 30 of twisted axis；On slip casting cylinder steel wire rope twisted axis 31
It is hung with slip casting cylinder boom hoist cable 4；Pump line boom hoist cable 6 is hung with pump line steel wire rope twisted axis 30；Vertical beam 29, crossbeam 28
On be equipped with a suspension ring 23；Pump line lifting crank base 24 and slip casting cylinder steel wire rope winch base are additionally provided with crossbeam 28
25；The right wall of crossbeam 28 is provided with dragging draw ring 26；The bottom of crossbeam 28 is provided with load-bearing road wheel 27.
By taking macroporous rubble backfill as an example, specific embodiment is as follows：
1st, on backfill metalling, mended after one rotary digging drilling machine of arrangement and a kind of a set of stake holes described in the utility model
Grouting device；
2nd, the rotary drilling rig first step is unearthed dry pore-forming, according to rotary digging the length of the bit, into about 1-1.5 meters of hole depth；As being now
Collapsed hole, can shift to an earlier date pouring mortar in earth's surface and reinforced in advance, and after rotary drilling rig first step pore-forming, moving to next hole position is carried out
Borehole；
3rd, in first first step pore-forming of hole position, under enter slip casting cylinder, fall after bottom hole, start inflator pump, make slip casting
Two upper and lower inflations of aerated rubber tyre 13 of the outside of cylinder 11, with the gap between compacting grouting cylinder 11 and stake holes wall, make note
Closing space is formed between slurry cylinder outer barrel 18 and hole wall；
4th, mortar grouting force (forcing) pump is started, by the injected hole 14 carried on slip casting cylinder outer barrel 18, by inner cylinder 19 and slip casting
Mortar between cylinder outer barrel 18 is pressed onto in the gap of slip casting cylinder outer barrel 18 and stake holes wall, continues to pressurize, you can make mortar along hole wall
The gap of metalling is penetrated into inside hole wall, keeps pressure 1 hour or so, treats that the grouting pressure that mortar grouting force (forcing) pump shows is basic
Stabilization and after can not being further continued for injection, stops pressurization, it is noted that mortar should can use powder using possessing the upper flow regime mortar of self drainage
Prepared by sand, and fill the additives such as gypsum, water reducer, early strength agent, improves the mobility of mortar, keeps water-retaining property, and intensity to increase
Value is rapid（Initial set 1 hour, final set is not more than 3 hours, and 24 hours intensity is up to 50%）；
5th, the charging valve that gas tube 3 is carried is opened, releases the gas in aerated rubber tyre 13, make aerated rubber tyre
13 volume-diminisheds, disengage with hole wall.
6th, slip casting cylinder steel wire rope winch 9 is started, hoisting grouting cylinder 11 is promoted to outside hole, is dragged using forklift etc.
Hoisting frame, moves at next hole position, repeat step 1 to 5.
7th, so circulation, i.e. slip casting cylinder 11 follow rotary drilling rig, rig often to drill unearthed 1 meter and move to next hole position brill
Hole, slip casting 11 grouting and reinforcings of cylinder are transferred to by foramen primum position, treat that mortar solidifies（About 7-8 hours）Afterwards, in the hole by grouting and reinforcing
Rotary drilling rig proceed next step drilling be unearthed, by it is a few wheel drilling be unearthed-reinforce-drilling be unearthed-reinforce, until reaching pre-
Depthkeeping degree.
The above, is only used to illustrate the technical solution of the utility model and unrestricted, those of ordinary skill in the art couple
Other modifications or equivalent that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, all should cover in the middle of right of the present utility model.
Claims (5)
1. after-teeming sizing device after a kind of stake holes, it is characterised in that it includes pump installation, slip casting pump line, slip casting cylinder, slip casting cylinder lifting
Steel wire rope, pump line lifting spool, pump line boom hoist cable, pump line lifting crank, slip casting cylinder steel wire rope winch, wire rope roll
Cylinder, slip casting cylinder hoisting frame；Described pump installation includes mortar grouting force (forcing) pump and inflator pump；It is attached with the outside of slip casting pump line and is filled
Tracheae；Mortar grouting force (forcing) pump is connected with one end of slip casting pump line；Inflator pump is connected with one end of gas tube；Slip casting pump line and fill
The other end of tracheae is connected through pump line lifting spool with the upper end of slip casting cylinder；One end of pump line boom hoist cable is lifted with pump line
Spool is connected, and the other end is connected with pump line lifting crank；Pump line lifting crank is fixed on slip casting cylinder hoisting frame；Slip casting cylinder lifting
One end of steel wire rope is connected with the top of slip casting cylinder, and the other end is connected with cable drum；The quantity of slip casting cylinder boom hoist cable
It is 2；Cable drum is fixed on the front end of slip casting cylinder steel wire rope winch.
2. after-teeming sizing device after a kind of stake holes according to claim 1, it is characterised in that described gas tube is provided with and fills
Air valve.
3. after-teeming sizing device after a kind of stake holes according to claim 1, it is characterised in that described slip casting cylinder includes slip casting
Cylinder outer barrel；Slip casting cylinder outer barrel is provided with several injected holes；The bottom of slip casting cylinder outer barrel is provided with back cover steel plate；Slip casting cylinder outer barrel
Top is provided with top steel plate；The upper surface of top steel plate is provided with lifting suspension ring；Manhole is provided with the middle part of the steel plate of top；It is circular
The gas tube for slip casting pump line being interspersed with through hole and being attached on the outside of slip casting pump line；The both sides up and down of slip casting cylinder outer barrel are respectively provided with one
Individual aerated rubber tyre；Aerated rubber tyre is fixed on slip casting cylinder outer barrel by fixed rubber tyre steel wire rope；Gas tube with
Upper and lower two aerated rubber tyres series connection；The inside of slip casting cylinder outer barrel is provided with inner cylinder；The steel plate that binds is provided with the top of inner cylinder；Inner cylinder
It is enclosed construction；Some middle part strengthening studs are provided between slip casting cylinder outer barrel and inner cylinder, and form slurry channel；Adjacent two
Spacing between the strengthening stud of middle part is 300mm.
4. after-teeming sizing device after a kind of stake holes according to claim 3, it is characterised in that described back cover steel plate, top steel
The thickness of plate is 8mm；Slip casting cylinder outer barrel, the thickness of inner cylinder are 5mm；Bind steel plate thickness be 5mm.
5. after-teeming sizing device after a kind of stake holes according to claim 1, it is characterised in that described slip casting cylinder hoisting frame is
The zigzag configuration being made up of angle steel and column；Slip casting cylinder hoisting frame includes outrigger, vertical beam, crossbeam；It is connected between outrigger, crossbeam
Steel brace；Two slip casting cylinder steel wire rope twisted axis, a pump line steel wire rope twisted axis are fixed with below outrigger；Slip casting cylinder steel wire rope
Slip casting cylinder boom hoist cable is hung with twisted axis；Pump line boom hoist cable is hung with pump line steel wire rope twisted axis；On vertical beam, crossbeam
It is equipped with a suspension ring；Pump line lifting crank base and slip casting cylinder steel wire rope winch base are additionally provided with crossbeam；The right side of crossbeam
Wall is provided with dragging draw ring；The bottom of crossbeam is provided with load-bearing road wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621257018.0U CN206233243U (en) | 2016-11-19 | 2016-11-19 | After-teeming sizing device after a kind of stake holes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621257018.0U CN206233243U (en) | 2016-11-19 | 2016-11-19 | After-teeming sizing device after a kind of stake holes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233243U true CN206233243U (en) | 2017-06-09 |
Family
ID=58979495
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621257018.0U Expired - Fee Related CN206233243U (en) | 2016-11-19 | 2016-11-19 | After-teeming sizing device after a kind of stake holes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233243U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962969A (en) * | 2021-04-07 | 2021-06-15 | 曹丽亚 | Door frame grouting method |
-
2016
- 2016-11-19 CN CN201621257018.0U patent/CN206233243U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112962969A (en) * | 2021-04-07 | 2021-06-15 | 曹丽亚 | Door frame grouting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170609 Termination date: 20211119 |