CN207620784U - A kind of device of the fixation pressure box outside pipe - Google Patents
A kind of device of the fixation pressure box outside pipe Download PDFInfo
- Publication number
- CN207620784U CN207620784U CN201721687053.0U CN201721687053U CN207620784U CN 207620784 U CN207620784 U CN 207620784U CN 201721687053 U CN201721687053 U CN 201721687053U CN 207620784 U CN207620784 U CN 207620784U
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- CN
- China
- Prior art keywords
- pipe
- connecting tube
- mounting groove
- fixing pipe
- pressure box
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- 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.)
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Abstract
The utility model provides a kind of device of the fixation pressure box outside pipe, belongs to geotechnical engineering field.A kind of device of the fixation pressure box outside pipe, it is characterized in that, including connecting tube (1), arc panel (2) and fixing pipe (5), mounting groove is offered in the connecting tube, the mounting groove includes the first mounting groove (101) that shape is part elliptical and the second mounting groove (102) that shape is part circular, the arc panel (2) lowland into the connecting tube (1) direction of axis line is fixed on second mounting groove (102), the fixing pipe (5) is mounted in first mounting groove (101), the axial line and the axial line of the connecting tube (1) of the fixing pipe (5) are perpendicular.Pressure cell can be fixedly mounted on outside pipe by the utility model.Fixing device will not destroy the globality and leakproofness of original pipe, it is important that do not interfere with the fluid flow in pipe, and will not be excessive increase pipe external dimensions.
Description
Technical field
The utility model belongs to geotechnical engineering field, the more particularly to device of a kind of fixation pressure box outside pipe.
Background technology
Artificial stratum freeze-wellboring technology is that China's coal-mine pit shaft passes through that topsoil is thicker, the more strata condition in water-bearing layer
A kind of lower more satisfactory special sinking method.China from nineteen fifty-five open Luan First Weighting On Linxi Coal Mine west air shaft use for the first time construction freezing method with
Come, a shaft of vertical well more than 700 of having constructed, accumulative freezing shaft linear meter(lin.m.) reaches 150km, is widely used.Artificially
Layer freezing technology started from for 19th century, was based on the physico-mechanical properties research of frozen soil under the conditions of weather freezing, with artificial
What freezing sinking shaft gradually grew up.Artificial stratum freezing process is to utilize artificial cooling technology, and low temperature refrigerant is sent into stratum, is made
Water in stratum freezes, and natural ground is become frozen soil, increases its strength and stability, to resist presses and completely cuts off underground water
Contacting between excavation body, to carry out opening for tunnel, vertical shaft and underground engineering under the protection of closed continuous frozen soil wall
Dig and do a kind of special formation reinforcement means of permanent support.
Since the 21th century, in China, eastern region main mining area superficial part coal resources are almost exhausted, and coal mining is deep
Degree is increased with 20m/a speed, it is contemplated that 20 years futures, the mining depth of many coal mines will be up to 1000~1500m.In such depth
The effect for needing using frost wall as gib to consider very big lateral pressure in soil layer, needs very thick frost wall can
Meet engine request.In deep-well sinking operation work progress, since frost wall stability not enough causes after excavation, freeze
Tu Jing sides, which deform excessive phenomenon, can still occur, and serious security risk is brought to engineering.Some scholars think in frozen clay layer
In, it is the side pressure that only considered soil body dead weight when calculating and generate to calculate the reason of Frozen wall thickness is unsatisfactory for Practical Project requirement
Power and the frost heave for having ignored the soil body in frost wall forming process.Due to frost heave action so that the soil body on frost wall periphery is squeezed
And one displacement field of generation and stress field, this displacement field and stress field react on frost wall again so that frost wall is by one
The drag generated by soil deformation.This just increases the stress of frost wall on the basis of original strata pressure so that frost wall by
Power is excessive and then generates excessive deformation after excavating.
For the safety of guarantee Frozen Deep sinking shaft construction, the frost-heave force in freezing process is just must take into consideration, and is not had also currently
There is a kind of rationally effective vertical frost heave predicting means.In view of freezing soil by temperature field directly affected and temperature field survey
Trial work section is ripe, mostly uses temperature field greatly at this stage and calculates frozen soil to determine Frozen wall thickness and position, then by frozen-heave coefficient
Frost heaving amount, and then obtain frost heave displacement field and stress field.However the frost heave prediction technique use indirect means, can only approximation provide
Frost heave displacement field and stress field, related body frost heaving theory also need further perfect.
Utility model content
The purpose of this utility model is to more all-sidedly and accurately grasp the crustal stress freezed when freezing sinking shaft in the soil body
The regularity of distribution of field, and then the frost heave stress field distribution situation of the soil body is obtained, a kind of fixation pressure box outside pipe provided
Device.
The purpose of this utility model is realized by following technical proposals.
The utility model provides a kind of device of the fixation pressure box outside pipe, including connecting tube, arc panel and fixing pipe,
Mounting groove is offered in the connecting tube, the mounting groove includes the first mounting groove that shape is part elliptical and shape is part
Circular second mounting groove, the projection of shape of the mounting groove in the plane be a full circle and half of elliptical combination, it is described
Arc panel lowland into the connecting tube direction of axis line is fixed on second mounting groove, and the fixing pipe is mounted on
In first mounting groove, the axial line of the fixing pipe and the axial line of the connecting tube are perpendicular, the fixing pipe direction
End on the inside of the connecting tube is closed state, and the other end of the fixing pipe has opening.
More preferably, notch is offered in the fixing pipe.
More preferably, which further includes pipe, and the outer diameter of the pipe is equal with the internal diameter of the connecting tube, the pipe
It is located at the connecting tube both ends and is plugged in the connecting tube.
More preferably, which further includes baffle, and the baffle is arc-shaped, and the both ends of the baffle are both connected to described solid
On the tube wall of fixed tube, it to be used for fixation pressure box.
The processing method of above-mentioned apparatus:
(a) the first mounting groove and the second mounting groove are cut into successively in connecting tube;
(b) it is welded in the second mounting groove after the arc panel overturning that the second mounting groove blanking is formed being cut;
(c) fixing pipe and notch and the one end for blocking fixing pipe are cut;
(d) axial line by the axial line of fixing pipe perpendicular to connecting tube is inserted into and is welded and fixed out of second mounting groove,
Fixing pipe has one end of opening outwardly and part is exposed and connecting tube;
(e) pressure cell is put into fixing pipe, pressure cell binding post is positioned over through notch in the space of arc panel formation;
(f) baffle is connected in fixing pipe;
(g) pressure cell lead is drawn by pressure cell binding post, by arc panel upper limb, is drawn ground along the outer wall of pipe and is connected
It is connected to measuring instrument.
The utility model has the beneficial effects that:Pressure cell can be fixedly mounted on outside pipe by the utility model, can be used for rock
The measurement of ground pressure in geotechnological journey.What technology had distinguishing feature than before is:(1) pressure cell can be transferred to ground by the utility model
The depth of hundreds of meters of even upper kms below face;(2) pressure cell can be firmly secured at outside pipe by the utility model, fixed dress
The globality and leakproofness of original pipe will not be destroyed by setting, which can not only play the function of original design, also additional to measure
The function of ground pressure, such as in the shaft building engineering using freeze-wellboring, pressure cell is fixed on outside temperature tube, whole pipe collection is surveyed
Temperature, pressure measuring function one, to obtain the temperature of pit shaft freezing wall, the related data of stress.(3) the utility model does not interfere with
Liquid flowing state in pipe will not especially reduce the fluid flow of pipeline, ensure the normal use of original pipeline.(4)
The utility model will not excessively increase the outer diameter of pipe, that is, need not additionally expand the size of drilling in constructing, you can full
The decentralization requirement of sufficient pipeline.
Description of the drawings
Fig. 1 is the structural schematic diagram of connecting tube;
Fig. 2 is the cutting path schematic diagram of connecting tube;
Fig. 3 is the right view of Fig. 2;
Fig. 4 is that connecting tube connects the structural schematic diagram after arc panel;
Fig. 5 is that connecting tube connects the structural schematic diagram after arc panel and fixing pipe;
Fig. 6 is a kind of cross-sectional view of the device of the fixation pressure box outside pipe provided by the utility model;
Fig. 7 is the front view of Fig. 4.
In figure:1, connecting tube, the 101, first mounting groove, the 102, second mounting groove, 2, arc panel, 4, steel pipe, 5, fixing pipe,
6, baffle, 7, pressure cell, 8, pressure cell binding post, 9, pressure cell lead, 10, pipe, 11, measuring instrument.
Specific implementation mode
The utility model is described further below in conjunction with attached drawing and specific implementation example:
The utility model provides a kind of device in 10 outer fixation pressure box 7 of pipe, including connecting tube 1, arc panel 2 and solid
Fixed tube 5 offers mounting groove in connecting tube 1, and mounting groove includes the first mounting groove 101 that shape is part elliptical and shape is portion
It is a full circle and half of elliptical combination, arc to divide circular second mounting groove 102, the projection of shape of mounting groove in the plane
The lowland into 1 direction of axis line of connecting tube of plate 2 is fixed on the second mounting groove 102, and fixing pipe 5 is mounted on the first mounting groove
In 101, the axial line and the axial line of connecting tube 1 of fixing pipe 5 are perpendicular, and the end of fixing pipe 5 towards 1 inside of connecting tube is to close
The other end of conjunction state, fixing pipe 5 has opening.
Pressure cell 7 in order to facilitate the installation of offer notch in fixing pipe 5.
In order to reduce the influence to flow, which further includes pipe 10, the outer diameter of pipe 10 and the internal diameter phase of connecting tube 1
Deng pipe 10 is located at 1 both ends of connecting tube and is plugged in connecting tube 1.
Further include baffle 6 for preferably fixation pressure box 7, baffle 6 is arc-shaped, and the both ends of baffle 6 are both connected to solid
On the tube wall of fixed tube 5, it to be used for fixation pressure box 7.
The processing method of above-mentioned apparatus:
(a) as shown in Figure 1, by a round hole, Kong Zhi is cut in the middle part of the steel pipe of a root long 1000mm, Φ 159mm × 8mm
Diameter is 130mm, in the 150mm length right over the circular hole, is chamfer from top to bottom, cutting path is as shown in fig. 1.It has cut
Component after is connecting tube 1, and connecting tube 1 is the main element of the utility model, and other component is both connected to thereon;
(b) arc steel plate to get off being chamfer in step a and overturning 180 degree i.e. forming member arc panel 2, arc panel 2 inverts
Smooth-going notch is formed afterwards, it is main to play a part of to protect pressure cell binding post 8 and lead 9;
(c) circular steel plate is welded on 4 bottom end of steel pipe (not having reeded one end) with notch, i.e. building block fixing pipe
5.Wherein the steel pipe 4 with notch is process by Φ 127mm × 4mm steel pipes of a high 100mm, a diameter of band of circular steel plate
The internal diameter of the steel pipe 4 of notch.The main function of fixing pipe 5 is firm pressure cell;
(d) arc panel 2, fixing pipe 5 are respectively welded at the angular cut of connecting tube 1, on circular incision, when welding should ensure that
The intensity and leakproofness of weld seam;
(e) the pressure cell fixing device upper and lower side processed is welded on the temperature tube 10 of Φ 140mm × 6mm, is connected
Pipe 1 and the junction of 10 tube wall of temperature tube are welded into chamfering, to prevent the crushing of lead.It should equally ensure the strong of weld seam when welding
Degree and leakproofness, whole tube wall should be closed after the completion of welding.
So far, a kind of device of the fixation pressure box outside pipe machines.
As shown in Figure 2 and Figure 3, it is that 115mm pressure cells are put in fixing pipe 5 by outer diameter, pressure cell binding post 8 is by fixing pipe 5
Notch is drawn, and is positioned in arc panel 2;Baffle 6 is connected in fixing pipe 5, to prevent pressure cell from falling out of fixing pipe 2
It falls;Pressure cell lead 9 is picked out by pressure cell binding post 8, and by the upper limb of arc panel 2, the outer wall along temperature tube 10 draws ground,
11 measurement data of measuring instrument is used on the ground.
Embodiment described above is only that preferred embodiments of the present invention are described, not to this practicality
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this
The various modifications and improvement that the technical solution of utility model is made should all fall into the protection of the utility model claims book determination
In range.
Claims (4)
1. a kind of device of the fixation pressure box outside pipe, which is characterized in that including connecting tube (1), arc panel (2) and fixing pipe
(5), offer mounting groove in the connecting tube, the mounting groove include the first mounting groove (101) that shape is part elliptical and
Shape is the second mounting groove (102) of part circular, and the projection of shape of the mounting groove in the plane is a full circle and half
Elliptical combination, the arc panel (2) lowland into the connecting tube (1) direction of axis line are fixed at second installation
On slot (102), the fixing pipe (5) is mounted in first mounting groove (101), the axial line of the fixing pipe (5) and institute
The axial line for stating connecting tube (1) is perpendicular, the fixing pipe (5) towards the end on the inside of the connecting tube (1) be closed state,
The other end of the fixing pipe (5) has opening.
2. a kind of device of fixation pressure box outside pipe according to claim 1, which is characterized in that the fixing pipe
(5) notch (501) is offered on.
3. a kind of device of fixation pressure box outside pipe according to claim 1 or 2, which is characterized in that further include circle
Pipe, the outer diameter of the pipe is equal with the internal diameter of the connecting tube, and the pipe is located at the connecting tube both ends and grafting
In the connecting tube.
4. a kind of device of fixation pressure box outside pipe according to claim 1, which is characterized in that further include baffle
(6), the baffle (6) is arc-shaped, and the both ends of the baffle (6) are both connected on the tube wall of the fixing pipe (5), for solid
Constant-pressure box (7).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201721687053.0U CN207620784U (en) | 2017-12-06 | 2017-12-06 | A kind of device of the fixation pressure box outside pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721687053.0U CN207620784U (en) | 2017-12-06 | 2017-12-06 | A kind of device of the fixation pressure box outside pipe |
Publications (1)
Publication Number | Publication Date |
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CN207620784U true CN207620784U (en) | 2018-07-17 |
Family
ID=62822369
Family Applications (1)
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CN201721687053.0U Expired - Fee Related CN207620784U (en) | 2017-12-06 | 2017-12-06 | A kind of device of the fixation pressure box outside pipe |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104799A (en) * | 2017-12-06 | 2018-06-01 | 中国矿业大学 | A kind of device and processing method of the fixation pressure box outside pipe |
-
2017
- 2017-12-06 CN CN201721687053.0U patent/CN207620784U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108104799A (en) * | 2017-12-06 | 2018-06-01 | 中国矿业大学 | A kind of device and processing method of the fixation pressure box outside pipe |
CN108104799B (en) * | 2017-12-06 | 2024-03-15 | 广州地铁集团有限公司 | Device for fixing pressure box outside circular tube and processing method |
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Legal Events
Date | Code | Title | Description |
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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: 20180717 Termination date: 20211206 |