CN105926571A - Fixed horizontal inclination probe propulsion device for widened roadbed - Google Patents
Fixed horizontal inclination probe propulsion device for widened roadbed Download PDFInfo
- Publication number
- CN105926571A CN105926571A CN201610244241.XA CN201610244241A CN105926571A CN 105926571 A CN105926571 A CN 105926571A CN 201610244241 A CN201610244241 A CN 201610244241A CN 105926571 A CN105926571 A CN 105926571A
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- Prior art keywords
- joint
- pushing ram
- probe
- cuff
- female
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- 239000000523 sample Substances 0.000 title claims abstract description 46
- 239000000463 material Substances 0.000 claims abstract description 12
- 229920003023 plastic Polymers 0.000 claims abstract description 9
- 239000004033 plastic Substances 0.000 claims abstract description 9
- 238000001514 detection method Methods 0.000 claims abstract description 4
- 238000010438 heat treatment Methods 0.000 claims description 7
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 238000013461 design Methods 0.000 abstract description 2
- 229910001220 stainless steel Inorganic materials 0.000 abstract 1
- 239000010935 stainless steel Substances 0.000 abstract 1
- 238000005259 measurement Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 241000538562 Banjos Species 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000004899 motility Effects 0.000 description 1
- 210000002445 nipple Anatomy 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/08—Investigation of foundation soil in situ after finishing the foundation structure
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Analytical Chemistry (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The invention discloses a fixed horizontal inclination probe propelling device for a widened roadbed, which comprises a connector (1), a propelling rod (2) and a hoop (3). The tail part of the horizontal inclination angle probe is put into a hoop (3) of the device for fixing, so that the probe is tightly connected with a first section of pushing rod (2-1), and then the first section of pushing rod (2-1) is connected with a common pushing rod (2-2) through a concave joint (1-1) and a convex joint (1-2) in sequence, thereby forming the pushing device with the length capable of being changed according to the detection length of the probe. The parts of this device select several kinds of common materials preparation such as PPR plastics, stainless steel to form, easily draw materials, and the structure is light and handy succinct, the preparation of being convenient for, and the reliability of device can be guaranteed again in reasonable design simultaneously. The invention can solve the problem of horizontal inclination angle probe propulsion in the widened roadbed lower cross section pipe.
Description
Technical field
The invention belongs to road engineering technical field, relate to a kind of widening road bed fixed level inclination probe and advance
Device.
Background technology
In Widening of Freeway engineering, widening road bed settlement measurement is for ensureing subgrade stability, rationally determining road
Face structure sheaf constructions etc. are significant.Owing to widening road bed width is little, settlement plate is used to measure construction shadow
Ring big, and settlement plate protection difficulty, the seriality of certainty of measurement and data cannot ensure, therefore, is generally adding
Broad way basilar part buries cross-sectional pipe (as shown in Figure 2) underground, and drags fixed level inclination probe in cross-sectional pipe
Carry out the settlement measurement of subgrade cross section.When cross-sectional pipe is buried underground, one end is positioned at outside widening road bed side slope face, and one
End is sealed in new and old roadbed intersection.During sedimentation test, first probe is put into leading of cross-sectional tube opening end inwall
In groove, then inwardly slowly promote probe, until the other end sealed.At a certain distance (generally 50cm)
Note single reading, according to the difference of twice reading of front and back and through conversion, can calculate the ground in this time period and sink
Fall amount.
Owing to, in Widening of Freeway engineering, cross-sectional pipe is embedded under widening road bed, one end open, an end seal
Close, and the whole roadbed section of non-through, it is impossible to permissible as newly-built roadbed runs through the cross-sectional pipe of roadbed section
Two ends drag level inclination probe, and this is accomplished by one and level inclination probe is pushed to cross-sectional duct occlusion one end
Device.This device should meet following condition: the connection that (1) pushing ram and level inclination are popped one's head in should firmly and also have
There is natural activity.Because subgrade settlement makes cross-sectional pipe be not at level, connect insecure meeting and make propelling
Bar departs from probe, causes advancing probe；Connect and the tightliest can affect pushing ram and probe in cross-sectional pipe
Advance, cause obstacle for measuring；(2) connection between pushing ram will firmly, easily operate.In reality is measured,
Typically require several pushing rams of installation and probe is advanced to designated depth, so firmly simple connected mode,
It is to ensure that certainty of measurement, promotes the key measuring efficiency.(3) material of pushing ram should have certain hardness and
Pliability.Cross-sectional pipe can bend with subgrade settlement, and propulsion plant may cause probe and pushing ram the most firmly
It is stuck in cross-sectional pipe；Too soft, pushing ram can be made cannot to make smooth advances probe.At present, there is not yet meet above-mentioned want
The fixed level inclination probe propulsion plant asked.
Therefore, design a kind of sound construction, easily operated fixed level inclination probe propulsion plant, for
Improve widening road bed settlement measurement efficiency and precision etc., there is important practical engineering value.Apparatus of the present invention are complete
Full up sufficient above three condition: (1) connects pushing ram with cuff and pops one's head in level inclination, and the lipostomous of cuff can
To ensure that cuff is firmly connected with probe, and fixing hole can ensure that the motility that pushing ram is connected with cuff；(2)
Concave joint and convex joint are installed in pushing ram both sides, if simply rotate during use can lengthen or
Shorten, not only firmly but also facilitate.(3) pushing ram is PPR plastic tube, has hardness and toughness concurrently, it is easy to buy and
Processing.
Summary of the invention
It is an object of the invention to provide a kind of widening road bed fixed level inclination probe propulsion plant, can be effective
Fixed level inclination probe is advanced to move in the guide groove of inclinometer pipe inwall, to measure cross-sectional pipe under widening road bed
Deflection.The present invention use technical solution be use following device: joint (1), pushing ram (2),
Cuff (3).
Described joint (1) includes female joint (1-1) and convex joint (1-2), and its material is PPR plastics,
Female joint (1-1) long 5cm, external diameter 3cm, one end is with the female thread (1-3) of deep 2cm；Convex joint
(1-2) removing external screw thread foreign minister 5cm, external diameter 3cm, one end is with the external screw thread (1-4) of long 2cm.Recessed
Shape joint (1-1) and convex joint (1-2) are upper the most corresponding with female thread (1-3) and external screw thread (1-4) another
One end is all with diameter 2cm, the access slot (1-5) of deep 0.5cm.Female joint (1-1) and convex joint (1-2)
Female thread (1-3) can be passed through and external screw thread (1-4) connects.Joint (1) is as the connection of pushing ram (2)
Part, depending on the quantity quantity according to pushing ram (2).
Described pushing ram (2) includes first joint pushing ram (2-1) and common pushing ram (2-2).Its material is
PPR plastics, often save long 2m, external diameter 2cm.First joint pushing ram (2-1) top is provided with cuff (3), tail
Portion is after heat treatment connected with female joint (1-1) or convex joint (1-2) by access slot (1-5)；General
Logical pushing ram (2-2) two ends are the most after heat treatment by access slot (1-5) and female joint (1-1) and convex
Joint (1-2) connects.Female joint (1-1) and convex joint (1-2) can be passed through between pushing ram (2)
End to end.Depending on pushing ram (2) quantity is according to the probe detection degree of depth.Described cuff (3) can firmly overlap
Live probe.One end of cuff is fixed on first joint pushing ram (2-1) top with single screw, after other end Guan Bi
Can screw down.
Described cuff (3) material is aluminium alloy, and internal diameter is 3cm；There is fixing hole (3-1) cuff (3) side,
Opposite side has lipostomous (3-2).By fixing hole (3-1), cuff (3) can be fixed on first joint with screw
On pushing ram (2-1)；Probe afterbody can be fixed on cuff (3) with screw by lipostomous (3-2)
In.
The fixed level inclination probe propulsion plant that the present invention provides, can solve under widening road bed in cross-sectional pipe
The problem that level inclination probe makes smooth advances.Connecting cuff and pushing ram with screw, very firm and first joint advances
Bar can rotate along screw direction of rotation；Nipple makes the connection between pushing ram the most convenient；PPR plastics
Pipe has strength and toughness concurrently, and soft or hard has both, it is easy to buys and processes, cheap.
Accompanying drawing explanation
Fig. 1 is the overall construction drawing of the present invention fixed level inclination probe propulsion plant.
Fig. 2 is that schematic diagram arranged by the cross-sectional pipe of widening road bed.
Detailed description of the invention
Below in conjunction with being embodied as case, apparatus of the present invention are further described, as it is shown in figure 1, this
Bright provided a kind of widening road bed level inclination probe propulsion plant, it is characterised in that: joint (1), propelling
Bar (2), cuff (3).
Described joint (1) includes female joint (1-1) and convex joint (1-2), and its material is PPR plastics,
Female joint (1-1) long 5cm, external diameter 3cm, one end is with the female thread (1-3) of deep 2cm；Convex joint
(1-2) removing external screw thread foreign minister 5cm, external diameter 3cm, one end is with the external screw thread (1-4) of long 2cm.Recessed
Shape joint (1-1) and convex joint (1-2) are upper the most corresponding with female thread (1-3) and external screw thread (1-4) another
One end is all with diameter 2cm, the access slot (1-5) of deep 0.5cm.Female joint (1-1) and convex joint (1-2)
Connected by female thread (1-3) and external screw thread (1-4).Joint (1) as the connector of pushing ram (2),
Depending on the quantity quantity according to pushing ram (2).
Described pushing ram (2) includes first joint pushing ram (2-1) and common pushing ram (2-2).Its material is
PPR plastics, often save long 2m, external diameter 2cm.Pushing ram needs elder generation to be connected with joint before the use, joint (1)
Upper access slot (1-5) internal diameter is 2cm, consistent with pushing ram external diameter, so can access after pushing ram heat treatment
Access slot (1-5), and then pushing ram (2) and joint (1) can be connected to become an entirety.First joint pushing ram
(2-1) top is provided with cuff (3), and afterbody is after heat treatment by access slot (1-5) and female joint (1-1)
Or convex joint (1-2) connects；Common pushing ram (2-2) two ends are the most after heat treatment by access slot (1-5)
It is connected with female joint (1-1) and convex joint (1-2).And then can be by recessed between pushing ram (2)
Shape joint (1-1) is end to end with convex joint (1-2).Pushing ram (2) quantity is deep according to probe detection
Depending on degree.
Described cuff (3) material is aluminium alloy, and internal diameter is 3cm；There is fixing hole (3-1) cuff (3) side,
Opposite side has lipostomous (3-2).By fixing hole (3-1), cuff (3) can be fixed on first joint with screw
On pushing ram (2-1)；Probe afterbody can be fixed on cuff (3) with screw by lipostomous (3-2)
In.
As it is shown in figure 1, the specifically used step of the present invention is as follows:
(1) according to cross-sectional length of tube, pushing ram (2) quantity is determined；
(2) check that the connection of pushing ram (2) and joint (1) is the most firm；
(3) use screw, by fixing hole (3-1), cuff (3) is fixed on first joint pushing ram (2-1) top,
Then probe afterbody is inserted in cuff (3), and pass through lipostomous (3-2) by cuff (3) with screw
Tighten；
(4) pulley of probe is directed at guide groove in cross-sectional tube opening end, slowly puts into cross-sectional pipe；Touch first joint to push away
Entering bar (2-1), every 0.5m obtains a reading；Will submerge cross-sectional when head saves pushing ram (2-1)
Time in pipe, take a common pushing ram (2-2), banjo fixing butt jointing (1-1) and (1-2), and tighten,
Pushing ram (2-1) and (2-2) is made firmly to connect；
(5) continuing to press on common pushing ram (2-2), every 0.5m obtains a reading, whenever the new propelling accessed
When bar (2-2) will submerge in cross-sectional pipe, separately take common pushing ram (2-2) and rotate docking, it is ensured that
The seriality measured；
(6) repeat step (5) until specified measurement length, stop measuring after preserving data.Pull pushing ram with
Probe wire, pulls out cross-sectional pipe by probe, unloads common pushing ram (2-2) section by section during pull-out；
(7), after pull-out probe, separate cuff (3) and probe, and unload first joint pushing ram (2-1) and cuff (3),
Preserve probe and pushing ram respectively, measure complete.
Claims (4)
1. the present invention is a kind of widening road bed fixed level inclination probe propulsion plant, it is characterised in that: joint
(1), pushing ram (2), cuff (3).
A kind of widening road bed fixed level inclination probe propulsion plant, its feature
Being: described joint (1) includes female joint (1-1) and convex joint (1-2), its material is PPR
Plastics, female joint (1-1) long 5cm, external diameter 3cm, one end is with the female thread (1-3) of deep 2cm；Convex
Shape joint (1-2) removes external screw thread foreign minister 5cm, external diameter 3cm, and one end is with the external screw thread (1-4) of long 2cm.
Upper corresponding with female thread (1-3) and external screw thread (1-4) at female joint (1-1) and convex joint (1-2)
The other end all with diameter 2cm, the access slot (1-5) of deep 0.5cm.
Female joint (1-1) is connected by female thread (1-3) and external screw thread (1-4) with convex joint (1-2)
Connect.Joint (1) is as the connector of pushing ram (2), depending on the quantity quantity according to pushing ram (2).
A kind of widening road bed fixed level inclination probe propulsion plant, its feature
It is: described pushing ram (2) includes first joint pushing ram (2-1) and common pushing ram (2-2).Its material is equal
For PPR plastics, often save long 2m, external diameter 2cm.
First joint pushing ram (2-1) top is provided with cuff (3), and afterbody is after heat treatment by access slot (1-5)
It is connected with female joint (1-1) or convex joint (1-2)；Common pushing ram (2-2) two ends warp respectively
It is connected with female joint (1-1) and convex joint (1-2) by access slot (1-5) after heat treatment.Pushing ram (2)
Between can to pass through female joint (1-1) end to end with convex joint (1-2).Pushing ram (2) quantity
Depending on the probe detection degree of depth.
A kind of widening road bed fixed level inclination probe propulsion plant, its feature
Being: described cuff (3) material is aluminium alloy, internal diameter is 3cm；There is fixing hole (3-1) cuff (3) side,
Opposite side has lipostomous (3-2).By fixing hole (3-1), cuff (3) can be fixed on first joint with screw
On pushing ram (2-1)；Probe afterbody can be fixed on cuff (3) with screw by lipostomous (3-2)
In.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610244241.XA CN105926571B (en) | 2016-04-19 | 2016-04-19 | Fixed horizontal inclination probe propulsion device for widened roadbed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610244241.XA CN105926571B (en) | 2016-04-19 | 2016-04-19 | Fixed horizontal inclination probe propulsion device for widened roadbed |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105926571A true CN105926571A (en) | 2016-09-07 |
| CN105926571B CN105926571B (en) | 2017-11-17 |
Family
ID=56838450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610244241.XA Active CN105926571B (en) | 2016-04-19 | 2016-04-19 | Fixed horizontal inclination probe propulsion device for widened roadbed |
Country Status (1)
| Country | Link |
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| CN (1) | CN105926571B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109540091A (en) * | 2018-11-28 | 2019-03-29 | 中交公局桥隧工程有限公司 | It is a kind of can one-dimensional development and folding cross-sectional instrument propulsion device |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57161222A (en) * | 1981-03-31 | 1982-10-04 | Toda Constr Co Ltd | Setting of horizontal displacement meter under cround |
| CN101575860A (en) * | 2009-06-01 | 2009-11-11 | 上海市第二市政工程有限公司 | Construction method for embedding inclinometer tube |
| CN201867392U (en) * | 2010-11-08 | 2011-06-15 | 中国石油大学(北京) | Device capable of detecting interior of pipe fitting |
| CN102519427A (en) * | 2011-12-16 | 2012-06-27 | 石家庄铁道大学 | Method for observing settlement of full section of widened roadbed |
| CN203188193U (en) * | 2013-04-01 | 2013-09-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Telescopic settlement and inclination-measurement tube for measuring settlement and horizontal displacement |
| CN203337138U (en) * | 2013-07-31 | 2013-12-11 | 洛阳理工学院 | Traction auxiliary device of horizontal inclinometer |
| CN104316026A (en) * | 2014-10-27 | 2015-01-28 | 长沙理工大学 | Cross-section instrument sensor traction method in road widening roadbed |
-
2016
- 2016-04-19 CN CN201610244241.XA patent/CN105926571B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS57161222A (en) * | 1981-03-31 | 1982-10-04 | Toda Constr Co Ltd | Setting of horizontal displacement meter under cround |
| CN101575860A (en) * | 2009-06-01 | 2009-11-11 | 上海市第二市政工程有限公司 | Construction method for embedding inclinometer tube |
| CN201867392U (en) * | 2010-11-08 | 2011-06-15 | 中国石油大学(北京) | Device capable of detecting interior of pipe fitting |
| CN102519427A (en) * | 2011-12-16 | 2012-06-27 | 石家庄铁道大学 | Method for observing settlement of full section of widened roadbed |
| CN203188193U (en) * | 2013-04-01 | 2013-09-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Telescopic settlement and inclination-measurement tube for measuring settlement and horizontal displacement |
| CN203337138U (en) * | 2013-07-31 | 2013-12-11 | 洛阳理工学院 | Traction auxiliary device of horizontal inclinometer |
| CN104316026A (en) * | 2014-10-27 | 2015-01-28 | 长沙理工大学 | Cross-section instrument sensor traction method in road widening roadbed |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109540091A (en) * | 2018-11-28 | 2019-03-29 | 中交公局桥隧工程有限公司 | It is a kind of can one-dimensional development and folding cross-sectional instrument propulsion device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105926571B (en) | 2017-11-17 |
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Inventor after: Zhang Junhui Inventor before: Chen Ying Inventor before: Xiao Yachong Inventor before: Zhang Junhui Inventor before: Li Yang Inventor before: Zheng Jianlong |
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