CN206681738U - Vertical shaft difference freezing plant - Google Patents

Vertical shaft difference freezing plant Download PDF

Info

Publication number
CN206681738U
CN206681738U CN201720362767.8U CN201720362767U CN206681738U CN 206681738 U CN206681738 U CN 206681738U CN 201720362767 U CN201720362767 U CN 201720362767U CN 206681738 U CN206681738 U CN 206681738U
Authority
CN
China
Prior art keywords
outer tube
external diameter
vertical shaft
inner tube
freeze
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
Application number
CN201720362767.8U
Other languages
Chinese (zh)
Inventor
石建新
王向宏
李滋峰
王苇
崔荣贵
田成东
路连营
崔云德
郭传军
王传兵
陈贵明
郑立杰
王乐
边运强
段世波
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
ZIBO WANG COAL MINE INDUSTRY Co Ltd
Original Assignee
ZIBO WANG COAL MINE INDUSTRY Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by ZIBO WANG COAL MINE INDUSTRY Co Ltd filed Critical ZIBO WANG COAL MINE INDUSTRY Co Ltd
Priority to CN201720362767.8U priority Critical patent/CN206681738U/en
Application granted granted Critical
Publication of CN206681738U publication Critical patent/CN206681738U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

The utility model belongs to underground engineering construction servicing unit field, more particularly to a kind of vertical shaft difference freezing plant, including inner and outer tubes, outer tube sleeve is outside inner tube, increase the external diameter at the middle part of outer tube, make the middle part of outer tube external diameter it is big to its upper and bottom external diameter, heat-insulation layer is surrounded by the periphery on the top of outer tube, bottom, the external diameter of heat-insulation layer is identical with the external diameter in the middle part of outer tube;The top of inner tube, which has, freezes liquid inlet, has the runner connected with outer tube in the bottom of inner tube;Top, the bottom of outer tube are closed, and its top, which has, freezes liquid liquid return hole.Difference can be carried out by the utility model to underground ground to freeze, region that is small to water content, need not freezing carries out low-temperature receiver isolation, reduce low-temperature receiver loss, improve the effective rate of utilization of low-temperature receiver, the region big to underground water content, increase outer tube contact area, extend and freeze the liquid residence time, it is final to shorten ground freeze-off time, improve and freeze efficiency, enhancing underground ground freezing efficiency.

Description

Vertical shaft difference freezing plant
Technical field
A kind of vertical shaft difference freezing plant is the utility model is related to, belongs to underground engineering construction servicing unit field.
Background technology
Freezing process is usually used in work shaft, and it is a kind of method manually freezed, around the underground space to be excavated Loosely the water in aqueous ground freezes for ice and cemented together with ground, becomes frozen soil, to resist soil pressure, completely cuts off underground Water, and under the protection of frozen soil, carry out underground engineering construction.But ground is frozen freezing process is applied in work shaft During knot, it usually needs 50~60 days, the duration of freezing of ground was very long, have impact on project progress to a certain extent.
Utility model content
The technical problems to be solved in the utility model is:Overcome deficiency of the prior art, there is provided one kind can improve cold The effective rate of utilization in source, shorten ground freeze-off time, improve the vertical shaft difference freezing plant for freezing efficiency.
Vertical shaft difference freezing plant described in the utility model, including inner and outer tubes, for outer tube sleeve outside inner tube, increase is outer The external diameter at the middle part of pipe, make the middle part of outer tube external diameter it is big to its upper and bottom external diameter, in the top of outer tube, bottom (i.e. The small position of outer tube external diameter) periphery be surrounded by heat-insulation layer, external diameter and (i.e. the small position of outer tube external diameter) in the middle part of outer tube of heat-insulation layer External diameter it is identical;The top of inner tube, which has, freezes liquid inlet, has the runner connected with outer tube in the bottom of inner tube;Outer tube Top, bottom are closed, and its top, which has, freezes liquid liquid return hole.Wherein, the overall wall thickness of outer tube is identical.
The utility model is improved the outer tube structure in traditional freezing plant according to the composition of current underground ground, Difference is carried out to underground ground to freeze, and generally speaking, is exactly in the big region of underground water content, is strengthened freezing efficiency, to aqueous Small region is measured, carries out partial freezing, isolation low-temperature receiver in place's need not be freezed to residue, it is unnecessary so as to largely avoid Low-temperature receiver energy loss, be improved the effective rate of utilization of low-temperature receiver, while shorten the freeze-off time of underground ground, improve Freeze efficiency.Careful elaboration is carried out to the utility model with reference to the composition of underground ground:
At present, underground ground is generally made up of the sedimentary type formations of the loess formation on top, the layer of sand at middle part and bottom, wherein, The water content of loess formation and sedimentary type formations is relatively fewer, and work shaft will not be had an impact substantially, but the water content in layer of sand Very high (loess formation and the water content of sedimentary type formations closed on layer of sand is also of a relatively high), this is to cause work shaft not construct Most important reason.The utility model is directed to this case, and freezing plant China and foreign countries tubular construction is improved, and increases outer External diameter in the middle part of pipe, outer tube is formed the structure that middle part external diameter is big, top and lower outer diameter are small, in specific application, make outer tube The part loess formation that is closed on layer of sand and with layer of sand of middle part, these regions of sedimentary type formations contacted, because increasing outer tube Middle part external diameter, therefore, on the one hand, it is corresponding to the contact area in the region in the middle part of outer tube to increase, improve and freeze efficiency, it is another Aspect, space also increases in pipe corresponding in the middle part of outer tube, therefore the up liquid that freezes, into behind the position, the residence time is relatively It is long, freezing efficiency can also be strengthened, finally formed the high region of water content and freeze sand.Meanwhile pass through outer tube top, bottom The heat-insulation layer at (i.e. the small position of outer tube external diameter) is to loess formation, these water content of sedimentary type formations are few, the region that need not freeze is entered Row low-temperature receiver completely cuts off, and to reduce low-temperature receiver loss, improves the effective rate of utilization of low-temperature receiver, is finally reached and shortens ground freeze-off time, improve Freeze the purpose of efficiency.
Preferably, the area of section S at the middle part of described outer tube1It is top or the area of section S of bottom of outer tube2's 1.5~3 times, the area of section of inner tube is S3.It is further preferred that S1=3S3, S2=2S3, ground can be frozen by this programme The knot time foreshortens to 5~7 days.
Preferably, described heat-insulation layer is carried out using polyurethane foam material or rock wool etc. to the position that need not freeze Insulation, reduce the loss of low-temperature receiver energy.
The runner that inner tube bottom connects with outer tube in the utility model can obtain by the following two kinds of programs:
Scheme one:Through hole is provided with the tube wall of described inner tube, through hole is described runner.
Scheme two:The bottom of described inner tube is open, and its height is higher than outer pipe bottom;The mouth of inner tube bottom-open is institute The runner stated.
Preferably, it is described to freeze liquid inlet, freeze liquid liquid return hole respectively by the import of pipeline and refrigerator, outlet Connection, the cycle applications for freezing liquid are realized by refrigerator.
Possessed beneficial effect is the utility model compared with prior art:
Difference can be carried out by the utility model to underground ground to freeze, can by increasing the external diameter in the middle part of outer tube Increase outer tube middle part and layer of sand and the part loess formation, the contact surface in these high-moisture regions of sedimentary type formations that are closed on layer of sand Product, improves and freezes efficiency, while extends the residence time for freezing liquid in these regions, enhances freezing efficiency;This practicality It is new that low-temperature receiver isolation is also carried out by the heat-insulation layer region that need not freeze small to water content, avoid unnecessary low-temperature receiver damage Lose, be improved the effective rate of utilization of low-temperature receiver.
Brief description of the drawings
Fig. 1 is application structure schematic diagram of the present utility model.
In figure:1st, liquid inlet is freezed;2nd, inner tube;3rd, liquid liquid return hole is freezed;4th, outer tube;5th, heat-insulation layer;6th, loess formation;7、 Freeze sand;8th, layer of sand;9th, sedimentary type formations.
Embodiment
Embodiment of the present utility model is described further below in conjunction with the accompanying drawings:
As shown in figure 1, vertical shaft difference freezing plant described in the utility model, including inner tube 2 and outer tube 4, outer tube 4 are enclosed on Outside inner tube 2, increase the external diameter at the middle part of outer tube 4, make the middle part of outer tube 4 external diameter it is big to its upper and bottom external diameter, outside Top, the periphery at bottom (i.e. the small position of the external diameter of outer tube 4) of pipe 4 are surrounded by heat-insulation layer 5, external diameter and the middle part of outer tube 4 of heat-insulation layer 5 The external diameter at (i.e. the small position of the external diameter of outer tube 4) is identical;The top of inner tube 2, which has, freezes liquid inlet 1, its bottom opening and height Higher than the bottom of outer tube 4, so as to realize the connection with outer tube 4;Top, the bottom of outer tube 4 are closed, and its top, which has, freezes liquid time Liquid mouth 3, the wall thickness of each several part of outer tube 4 (including the upper, middle and lower of outer tube 4, i.e. outer tube 4 is overall) are identical.The present embodiment In, the area of section at the middle part of outer tube 4 is S1, the top of outer tube 4 or the area of section of bottom are S2, the area of section of inner tube 2 For S3, wherein, S1=3S3, S2=2S3;Heat-insulation layer 5 uses polyurethane foam material;Freeze liquid inlet 1, freeze liquid liquid return hole 3 Connected respectively by the import of pipeline and refrigerator, outlet, the cycle applications for freezing liquid are realized by refrigerator.
At present, underground ground is generally made up of the sedimentary type formations 9 of the loess formation 6 on top, the layer of sand 8 at middle part and bottom, tool The utility model is applied to when in work shaft, it is necessary to make the middle part and layer of sand 8 and the portion closed on layer of sand 8 of outer tube 4 by body The big region of point loess formation 6, these water content of sedimentary type formations 9 is contacted, and by heat-insulation layer 5 by the top of outer tube 4, bottom (i.e. the small position of the external diameter of outer tube 4) and loess formation 6, these water content of sedimentary type formations 9 are few, the region that need not freeze separates. Thus it is possible, on the one hand, carrying out low-temperature receiver isolation to the region that need not freeze, reduce low-temperature receiver loss, improve the effective rate of utilization of low-temperature receiver, separately On the one hand, the contact area at the middle part of outer tube 4 and the big region of water content is increased, and extends the up liquid that freezes and enters the region Residence time, freeze efficiency so as to improve, enhance freezing efficiency, the high region of water content shape in 5~7 days can be made Into sand 7 is freezed, the freeze-off time of underground ground is substantially reduced, ensure that project progress.

Claims (8)

1. a kind of vertical shaft difference freezing plant, including inner tube (2) and outer tube (4), outer tube (4) are enclosed on inner tube (2) outside, its feature exists In:Increase the external diameter at the middle part of outer tube (4), make the middle part of outer tube (4) external diameter it is big to its upper and bottom external diameter, in outer tube (4) top, the periphery of bottom is surrounded by heat-insulation layer (5), and the external diameter of heat-insulation layer (5) is identical with the external diameter in the middle part of outer tube (4);
The top of inner tube (2), which has, freezes liquid inlet (1), has the runner connected with outer tube (4) in the bottom of inner tube (2);
Top, the bottom of outer tube (4) are closed, and its top, which has, freezes liquid liquid return hole (3).
2. vertical shaft difference freezing plant according to claim 1, it is characterised in that:The middle part of described outer tube (4) is cut Face area S1It is top or the area of section S of bottom of outer tube (4)21.5~3 times, the area of section of inner tube (2) is S3
3. vertical shaft difference freezing plant according to claim 2, it is characterised in that:S1=3S3, S2=2S3
4. vertical shaft difference freezing plant according to claim 1, it is characterised in that:Described heat-insulation layer (5) uses poly- ammonia Ester foaming material.
5. vertical shaft difference freezing plant according to claim 1, it is characterised in that:Described heat-insulation layer (5) uses rock wool.
6. according to any described vertical shaft difference freezing plant of Claims 1 to 5, it is characterised in that:The pipe of described inner tube (2) Through hole is provided with wall, through hole is described runner.
7. according to any described vertical shaft difference freezing plant of Claims 1 to 5, it is characterised in that:The bottom of described inner tube (2) Portion is open, and its height is higher than outer tube (4) bottom;The mouth of inner tube (2) bottom-open is described runner.
8. according to any described vertical shaft difference freezing plant of Claims 1 to 5, it is characterised in that:Described freezes liquid feed liquor Mouth (1), freeze liquid liquid return hole (3) respectively by the import of pipeline and refrigerator, outlet connection.
CN201720362767.8U 2017-04-07 2017-04-07 Vertical shaft difference freezing plant Expired - Fee Related CN206681738U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720362767.8U CN206681738U (en) 2017-04-07 2017-04-07 Vertical shaft difference freezing plant

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720362767.8U CN206681738U (en) 2017-04-07 2017-04-07 Vertical shaft difference freezing plant

Publications (1)

Publication Number Publication Date
CN206681738U true CN206681738U (en) 2017-11-28

Family

ID=60399341

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720362767.8U Expired - Fee Related CN206681738U (en) 2017-04-07 2017-04-07 Vertical shaft difference freezing plant

Country Status (1)

Country Link
CN (1) CN206681738U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894819A (en) * 2017-04-07 2017-06-27 淄博王煤矿业有限公司 Vertical shaft difference freezing plant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106894819A (en) * 2017-04-07 2017-06-27 淄博王煤矿业有限公司 Vertical shaft difference freezing plant

Similar Documents

Publication Publication Date Title
CN104265354B (en) A kind of low air permeability coal seam waterpower phase transformation fracturing strengthening gas pumping method
CN109915199B (en) Progressive permeability-increasing coal seam reinforced gas extraction device and use method thereof
CN202401048U (en) Fermentation container for strong aromatic Chinese spirit
CN201031387Y (en) Liquid nitrogen freeze coagulation device
CN106894819A (en) Vertical shaft difference freezing plant
CN201077982Y (en) Partial freezing device
CN103898895A (en) Freezing device with coaxial liquid supply pipe and liquid return pipe
CN203369174U (en) Arid area side slope green recovery system
CN104405400A (en) Method for arranging cup-shaped horizontal freezing holes in end of large-diameter shield tunnel
CN206052685U (en) Screw thread freezing pipe
CN106592573A (en) Freezer-free liquid nitrogen artificial ground freezing method
CN109488305A (en) A kind of frigo arrangement applied during damaged Shaft repair
CN206681738U (en) Vertical shaft difference freezing plant
CN103334757A (en) Freezing pipe, frigo, and method of excavating rock-soil by adopting freezing method
CN105714761A (en) Method and device for rapidly consolidating soft soil by vertical layer-by-layer water pumping
CN203808045U (en) Freezer for coaxial liquid supply pipe and liquid return pipe
CN202731930U (en) Shield segment for compensating freezing at metro connecting passage part
CN110410131B (en) Mine heat damage treatment and comprehensive utilization system
CN202674718U (en) Multi-layer heat insulation water pipe
CN202402658U (en) Automatically anti-freeze and water-saving tap water switch
CN104533326A (en) Low temperature air-foam drilling method
CN202509810U (en) Safe energy-saving fresh-keeping storeroom
CN203963288U (en) A kind of novel beallon PVC-U pipe
CN203335083U (en) Freezing pipe and freezer
CN203626674U (en) Heat-preservation and pressure-preservation composite inner cylinder enabling core to be taken out through cutting

Legal Events

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: 20171128

Termination date: 20190407

CF01 Termination of patent right due to non-payment of annual fee