CN108316109A - A kind of paver conducting wire hanging wire stake - Google Patents
A kind of paver conducting wire hanging wire stake Download PDFInfo
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- CN108316109A CN108316109A CN201810321802.0A CN201810321802A CN108316109A CN 108316109 A CN108316109 A CN 108316109A CN 201810321802 A CN201810321802 A CN 201810321802A CN 108316109 A CN108316109 A CN 108316109A
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- elevating mechanism
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- paver
- stake
- conducting wire
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- 230000003028 elevating effect Effects 0.000 claims abstract description 40
- 238000009434 installation Methods 0.000 claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 238000010276 construction Methods 0.000 abstract description 13
- 238000010586 diagram Methods 0.000 description 7
- 230000006378 damage Effects 0.000 description 5
- 238000000465 moulding Methods 0.000 description 4
- 208000027418 Wounds and injury Diseases 0.000 description 3
- 238000005056 compaction Methods 0.000 description 3
- 208000014674 injury Diseases 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009931 harmful effect Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 210000000697 sensory organ Anatomy 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 201000004569 Blindness Diseases 0.000 description 1
- 206010057315 Daydreaming Diseases 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004886 process control Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C23/00—Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
- E01C23/01—Devices or auxiliary means for setting-out or checking the configuration of new surfacing, e.g. templates, screed or reference line supports; Applications of apparatus for measuring, indicating, or recording the surface configuration of existing surfacing, e.g. profilographs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The present invention relates to Highway Municipal road surface structare layer technical field of construction, specially a kind of paver conducting wire hanging wire stake.Paver conducting wire hanging wire stake of the present invention, including spud pile, it is equipped with connector in spud pile middle and upper part, the other end of connector is equipped with elevating mechanism installation part, elevating mechanism is equipped on elevating mechanism installation part, elevating mechanism includes fixing piece and the moving member that is moved up and down along fixing piece, and moving member is equipped with the installation crossbeam for fixing steel wire rope.The present invention is in application, first by the fixed respective position of Steel-bar Pile hammering, then it is inserted into elevating mechanism on elevating mechanism installation part, the level height that rotating arm coarse adjustment crossbeam is passed through according to the instruction of construction survey personnel later, when the object height that beam height approach construction survey crew calculates, it uses rotation hand wheel to realize accurate adjusting beam height under the instruction of survey crew, when crossbeam position just coincide the computed altitude requirement of survey crew, starts limiting and fixing device.
Description
Technical field
The present invention relates to highway engineering, municipal works road surface structare layer technical field of construction, specially a kind of paver is led
Line hanging wire stake.
Background technology
At present in road surface structure layer work progress, generally use paver walks collimation method construction operation scheme.It is spreading
During building, both sides of the road, which need to fix several reinforcing bars, is used as elevation location stake, and steel wire rope is fixed between multiple reinforcing bars and is made
For high process control benchmark conducting wire.The sensor of paver remains with steel wire rope and well contacts, and sensor exists when paving operation
Walking is slided on steel wire rope, to realize effective control of the whole process to technical parameters such as elevation, horizontal slope, flatness in paving process.
Due to needing to be pre-adjusted fixed steel wire rope level height on guide pile before paving, it is therefore desirable to being capable of more fast and flexible
The level height for completing to adjust steel wire rope measures the flat work of behaviour, and existing Steel-bar Pile cannot achieve the behaviour of quick level height
It makes adjustments.To solve this problem, Chinese patent application " pavement spread conducting wire hanging wire stake and preparation method thereof " publication number：CN
106894317 A, disclose a kind of pavement spread guiding hanging wire stake, which includes the Steel-bar Pile that one end is in tip, the steel
The lower pointed end of muscle stake is used to hammer the road surface structare layer for sinking to molding roadbed or compaction moulding, is arranged with and passes through in Steel-bar Pile
The casing of fixed jackscrew positioning；The crossbeam of fixed steel wire rope is installed on casing.The hanging wire stake is directly tied up compared in Steel-bar Pile
The absolute altitude of steel wire rope is adjusted more convenient for steel wire rope, but in practical applications, however it remains following problem：
1, the hanging wire stake needs to hammer fixed steel bars stake when mounted, when the road for encountering hard roadbed or compaction moulding
When the structure sheaf of face, the hammer force that Steel-bar Pile shaking amplitude is big, bounce is serious, downward when hammering is fixed is not easy effectively to be passed to
It is careless slightly when ground, dangerous operator are absent minded or cooperation is not tacit the hand of operator to be caused seriously
Hammering injury and Steel-bar Pile can usually occur serious flexural deformation, and after Steel-bar Pile flexural deformation to a certain extent thereon
Sleeve will be stuck with Steel-bar Pile, can no longer move up and down to adjust crossbeam absolute altitude, and function is used to lose.
2, when in use, limit jackscrew needs to realize that it is moved up and down or solid using spanner is repeatedly elastic for the hanging wire stake
The function of fixing limit, that is, T-type nut, the variant arm strength of different operator's physique is different, therefore whether is tightened in sense organ to jackscrew
It is completely different in judgement, somebody may twist 3N.m, and 3.5N.m may be twisted by changing personal operation, and such T-type nut holds very much
Easily there is fatigue damage, the de- mouth of screw thread or nut fractures phenomenon, and spacing top screw thread is easy to oxidation and rusting, reuses
Shi Songdong operations are extremely difficult.
3, operator adjusts sleeve and moves up and down, blindness is stronger, often passes through according to the instruction of construction survey personnel
The about adjusting being repeatedly iteratively repeated is crossed, just beam height and object height can be made to coincide substantially.Such as：According to construction survey people
Member sends out instruction " decline 12.8 centimeters ", different 12.8 centimeters of this length of operator couple, is not completely not on sense organ judges
With, therefore the size adjusted downwards is necessarily different.
4, the frictional force that jackscrew i.e. its end of T-type nut and the generation of Steel-bar Pile contact point are tightened by spanner, carrys out supporting steel
Cord and sleeve sliding force, many times there is frictional force deficiency causes former standing balance to be destroyed, and sleeve can drive at this time
The problem of crossbeam slides downwardly together, work quality cannot get effective guarantee.
5, whole device component is inconvenient for operation, it is not high to recycle number, is easily damaged, performance accuracy is not high, the service life
It is not long, use cost is very high.
Above-mentioned technical problem limits the application of the device, and influences the construction precision of pavement spread operation i.e. to mark
Effective control of height, horizontal slope, flatness.In view of above-mentioned technical problem, it is necessary to develop one kind can safe operation, control it is steady
It is fixed to reduce that thread-laying device use cost, lift adjustment be quick and convenient and lift adjustment thread-laying device with high accuracy to the maximum extent,
To meet the actual demand of current road surface structure layer paving operation.
Invention content
The present invention is to solve current pavement spread thread-laying device there are dangerous, fragile, use cost are high and rise
The technical problem that falling tone section is inconvenient for operation, performance accuracy is not high provides a kind of paver conducting wire hanging wire stake.
The present invention adopts the following technical scheme that realize：
A kind of paver conducting wire hanging wire stake, including spud pile are equipped with connector, the connector in the middle and upper part of spud pile
The other end be equipped with elevating mechanism installation part, elevating mechanism is equipped on elevating mechanism installation part, the elevating mechanism includes perpendicular
The straight fixing piece being arranged on elevating mechanism installation part and the moving member moved up and down along fixing piece, moving member are equipped with for solid
Determine the installation crossbeam of steel wire rope.
Preferably, the lower end of spud pile of the present invention is taper.
Preferably, one end of connector of the present invention and spud pile vertical connection, the other end and elevator of connector
Structure installation part vertical connection.
Preferably, elevating mechanism installation part of the present invention is the casing of bottom seal open topped.
Preferably, the middle and upper part of a side of fixing piece of the present invention is equipped with rack from top to bottom, under fixing piece
Portion, which is inserted in elevating mechanism installation part, plays the role of limit.
Preferably, moving member of the present invention includes casing, and end cap is arranged at left and right sides of casing, on a left side for casing
Right both sides symmetrically offer side opening, and two side openings penetrate through two end caps respectively, are opened up there are one vertical core in the centre of casing, vertical core
The both sides up and down for penetrating through casing are equipped with ring gear, in casing from right to left along two side openings in the left side side opening of casing
Be inserted into a two-stage gear axis, wherein positioned at right side module be more than left side module, and the gear in left side with it is interior
Gear ring matching using playing the role of limit, casing be sleeved on fixing piece by vertical core and on two-stage gear axis the gear on right side with
Rack matching uses, and the right end of two-stage gear axis is extended to outside the end cap on right side and set there are one handwheel, and crossbeam is arranged in casing
On.
Preferably, handwheel sleeve of the present invention outer end on the right side of two-stage gear axis is equipped on the lateral surface of handwheel and shakes
Arm.
Preferably, scale label is equipped on a side adjacent with rack on fixing piece of the present invention from top to bottom.
Preferably, one end of installation crossbeam of the present invention is fixed on casing and does not set on one of side opening side, pacifies
Steel wire rope card slot is offered on dress crossbeam at the position of its other end, the steel wire rope card slot is opened along the circumference of installation crossbeam
If.
Preferably, fixing piece of the present invention is in rectangular parallelepiped structure, and rack is set on a cuboid wherein side, lifting
Mechanism installation part is square bushing.
The present invention is detached spud pile with elevating mechanism by the connector of a separate type using above-mentioned technical proposal
It comes, when use first has to fix spud pile and then superstructure is just inserted into connector.In this way in the fixed spud pile of hammering
When, connector can as help handle to be effectively ensured the hand of operating personnel exempt from hammering injury and will not be to top
Elevating mechanism causes any harmful effect, and the fixation pile length for adhering to connector only has the pact of traditional hanging wire stake pile body length
50%, therefore spud pile shaking amplitude is obviously reduced, bounce disappears substantially, is easier to sink in hard when hammering fixed
The road surface structare layer of roadbed or compaction moulding；The unique design of separate structure so that even if spud pile occurs bending and deformation
Any harmful effect will not be caused to the lifting of elevating mechanism and hanging wire work；If spud pile flexural deformation is to certain journey
Degree, directly replacement substructure, the elevating mechanism spare substructure that can arrange in pairs or groups are continuing with, and spud pile connector is suitable
In the easy-consumed goods of low value, use cost is significantly reduced；360 degree of cyclic annular card slots of beam-end more have compared to traditional local card slot
Conducive to banding fixed steel wire rope.Top elevating mechanism attachment positioning limiting fixator of the present invention can be complete with the insertion connector of fast and flexible
At fixation working efficiency is considerably improved using extraction is finished.
Therefore, compared with prior art, the invention has the advantages that：
1, present invention peace dismounts and mounts complete quick and convenient, hammers the spud pile being connect with connector and consolidating for substructure can be completed
Fixed, rectangular elevating mechanism installation part has the function of handle concurrently, since there is certain level distance, hammering to fix for handle and hammer point
It effectively prevents causing hammering injury bad phenomenon, elevating mechanism installation part not to deform, rise the hand of operator when operation
Drop adjustment mechanism will not scatter and disappear because of the adverse effect that spud pile deforms uses function.
2, rack side of the present invention is equipped with scale label, and operator is referred to read and do in adjustment beam height up and down
To knowing what's what, efficiently avoid blindly adjusting operation.It certainly still will be to accept construction when operation adjusts beam height
Based on the instruction of survey crew, supplemented by the scale label with reference to reading rack side, may be implemented in this way to operational sequence
Double control can also carry out further self-test confirmation with reference to scale label, and then realize fast operating, work after fixed limit
It is significantly improved as efficiency.Such as：Instruction " decline 12.8 centimeters " is sent out according to construction survey personnel, and operator can be by referring to
Scale label is read, rapid accurately execute declines regulating command.
3, the present invention is adjusted by the coarse adjustment of rocking arm progress height soon first, when beam height is close to object height,
The accurate adjusting of beam height is realized by rotation hand wheel, then by pushing handwheel to start accurate limiting device inwards, operation is fast
Fast simplicity is not easy the failure that glides；Traditional spanner tightens jackscrew and squeezes the cumbersome easy landing of sleeve limiting device, Er Qieding
Phenomena such as fatigue damage screw thread takes off mouth nut fractures is easy tod produce after the silk elastic certain number of Reusability, service life is generally not
It is long.
4, entire component non-artificial factor during normal use of the present invention is hardly damaged.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is the installation diagram of the present invention；
Fig. 3 is the structural schematic diagram of moving member of the present invention；
Fig. 4 is the structural schematic diagram of fixing piece of the present invention；
Fig. 5 is the mode of operation schematic diagram of moving member of the present invention；
Fig. 6 is the limit status diagram of moving member of the present invention；
Fig. 7 is the hanging wire status diagram of the present invention.
Specific implementation mode
Embodiment 1
As shown in Fig. 1-Fig. 7, a kind of paver conducting wire hanging wire stake, including lower end are the spud pile 1 of taper, in spud pile 1
Middle and upper part be equipped with connector 2, one end of connector 2 and 1 vertical connection of spud pile, the other end and elevating mechanism of connector 2
3 vertical connection of installation part, the elevating mechanism installation part 3 are the square bushing of bottom seal open topped, are pacified in elevating mechanism
Piece installing 3 is equipped with elevating mechanism, and the elevating mechanism includes the fixing piece 4 being vertically arranged on elevating mechanism installation part 3 and edge
The moving member 5 that fixing piece 4 moves up and down, moving member 5 are equipped with the installation crossbeam 7 for fixing steel wire rope, the fixing piece 4
The middle and upper part of one side is equipped with rack 41 from top to bottom, and the lower part of fixing piece 4, which is inserted in elevating mechanism installation part 3, plays limit
Effect；
The moving member 5 includes casing 51, and the left and right sides of casing 51 is arranged with end cap 52, in the left and right of casing 51 two
Side symmetrically offers side opening 53, and two side openings 53 penetrate through two end caps 52 respectively, set in each side opening 53 there are one and side opening
53 coaxial oiliness bearings are opened up in the centre of casing 51 there are one vertical core 54, and vertical core 54 penetrates through the both sides up and down of casing 51,
It is equipped with ring gear 55 in the left side side opening 53 of casing 51, a twin-stage is inserted into from right to left along two side openings 53 in casing 51
Gear shaft 56 is more than the module in left side, and the gear in left side positioned at the module on right side wherein on two-stage gear axis 56
It matches to use with ring gear 55 and plays the role of limit, the outer diameter of two gears is all higher than the interior of side opening 53 on two-stage gear axis 56
Diameter so that two gears be located in casing 51, casing 51 by 54 sets of vertical core on the retainers 4 and two-stage gear axis 56 is upper right
Wheel and rack 41 and oiliness bearing the engagement matching of side use, and the right end of two-stage gear axis 56 extends to outside the end cap 52 on right side
Portion is set there are one handwheel 57, and crossbeam 7 is arranged on casing 51.
Handwheel 57 described in the present embodiment is sleeved on 56 right side outer end of two-stage gear axis, is equipped with and shakes on the lateral surface of handwheel 57
Arm 58, when rotating clockwise, casing drives crossbeam to move up；Casing drives crossbeam to move down when rotation counterclockwise, more convenient more to save trouble
It is more accurate, and rocking arm can be used in rough adjustment, accurate adjustment is needed when moving beam is close calculates absolute altitude and finely tuned
It is realized by rotation hand wheel.
It is carved with scale 42, Ke Yifang from top to bottom on a side adjacent with rack on fixing piece 4 described in the present embodiment
Convenient to operate personnel read in adjusting elevation to accomplish to know what's what, and greatly enhances service speed, to significantly carry
High working efficiency.
One end of installation crossbeam 7 described in the present embodiment is fixed on casing 51 and does not set on one of side opening side, installs
Steel wire rope card slot 71, circle of the steel wire rope card slot 71 along installation crossbeam 7 are offered on crossbeam 7 at the position of its other end
Zhou Kaishe, 360 degree of annular steel wire rope card slots can make steel wire rope installation more secured, efficiently avoid the steel wire in paving operation
It shakes and slides when rope comes up against external force.
Fixing piece 4 described in the present embodiment is in rectangular parallelepiped structure, and rack 41 is set on a cuboid wherein side, elevator
Structure installation part 3 is square bushing.
The end cap of casing both sides is installed, two-stage gear axis is positioned at casing after two-stage gear axis 56 is inserted into the present embodiment
Internal part is equipped with two different gears of modulus, and the larger gear of modulus is complete when rotation hand wheel lifts casing
Ratcheting state is kept with rack, when casing, which completes descending operation, to be adjusted, handwheel is pushed to make twin-stage wheel shaft to casing the inside
Half of the mobile larger gear of modulus at this time there was only continue and rack it is ratcheting the other half in vacant state and modulus is smaller at this time
Then complete and ring gear is ratcheting for gear, to realize the function that shell fixes limit；Side up and down is also provided on casing
For being inserted into rack, casing is set in by vertical core on fixing piece shape vertical core；The fixing piece is positioned at lifting assembly installation position
The part of top is provided with rack from top to bottom；The larger wheel and rack of the modulus and the smaller gear and ring gear of modulus
It can be achieved while engaging；The twin-stage wheel shaft can be moved axially along side opening to realize the larger gear of modulus individually and rack
Engagement, and the intermeshing of the smaller gear and ring gear of modulus is to realize casing precisely fixed limit, cannot again on
Lower movement；Twin-stage wheel shaft is fixed with handwheel in one end outside casing；The installation crossbeam is horizontally fixed on the outer wall of casing
On.
Elevating mechanism is inserted on elevating mechanism installation part and completes to fix, when adjusting lifting, passes through push-and-pull
The gear and rack that the position of twin-stage wheel shaft makes modulus larger are completely ratcheting, in this way in crossbeam Pass line adjustment, pass through rotation
Gear is moved up and down along rack drives casing when handwheel, and then the crossbeam that shell accords with can also move up and down arrival construction survey
Personnel calculate desired height.After highly adjusting, by pushing handwheel to move twin-stage wheel shaft to casing internal, at this time
The smaller gear of modulus on twin-stage wheel shaft is completely ratcheting with ring gear, and the larger gear of modulus is still mutually engaged with rack, this
The position of the entire casing of sample is just fixed limit, and after Pass line adjustment end of operation, the steel wire rope being tensioned is mounted on crossbeam
It can start paving operation construction in the card slot of end.
The present invention in specific application, first by the fixed respective position of Steel-bar Pile hammering, then pacifies in elevating mechanism
Elevating mechanism is inserted into piece installing, later according to the instruction of construction survey personnel using the level height of rocking arm coarse adjustment crossbeam, at once
It when being close to object height, is accurately adjusted using handwheel under the instruction of survey crew, until crossbeam position sign adds up to calculated altitude
It is required that starting limiting and fixing device.The steel wire rope of tensioning is mounted in the card slot of beam-end, starts pavement spread operation and apply
Work.
Claims (10)
1. a kind of paver conducting wire hanging wire stake, including spud pile (1), which is characterized in that be equipped with and connect in the middle and upper part of spud pile (1)
The other end of fitting (2), the connector (2) is equipped with elevating mechanism installation part (3), is equipped on elevating mechanism installation part (3)
Elevating mechanism, the elevating mechanism include being vertically arranged in fixing piece (4) on elevating mechanism installation part (3) and along fixing piece
(4) moving member (5) moved up and down, moving member (5) are equipped with the installation crossbeam (7) for fixing steel wire rope.
2. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that the lower end of the spud pile (1) is taper.
3. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that one end of the connector (2) and fixation
Stake (1) vertical connection, the other end and elevating mechanism installation part (3) vertical connection of connector (2).
4. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that the elevating mechanism installation part (3) is bottom
Seal the casing of open topped in portion.
5. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that a side of the fixing piece (4)
Middle and upper part is equipped with rack (41) from top to bottom, and the lower part of fixing piece (4) is inserted in the work that limit is played in elevating mechanism installation part (3)
With.
6. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that the moving member (5) includes casing (51),
It is arranged with end cap (52) at left and right sides of casing (51), side opening (53) is symmetrically offered in the left and right sides of casing (51), two
A side opening (53) penetrates through two end caps (52) respectively, is opened up there are one vertical core (54) in the centre of casing (51), vertical core (54) passes through
The both sides up and down of logical casing (51), are equipped with ring gear (55), on casing (51) interior edge in the left side side opening (53) of casing (51)
It two side openings (53) and is inserted into a two-stage gear axis (56) from right to left, wherein the module positioned at right side is more than left side
Module, and the gear in left side is matched with ring gear (55) using limit is played the role of, casing (51) passes through vertical core (54)
It is sleeved on fixing piece (4) and wheel and rack (41) matching on right side uses on two-stage gear axis (56), two-stage gear axis (56)
Right end extend to outside the end cap (52) on right side and set there are one handwheel (57), crossbeam (7) is arranged on casing (51).
7. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that the handwheel (57) is sleeved on two-stage gear axis
(56) right side outer end is equipped with rocking arm (58) on the lateral surface of handwheel (57).
8. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that adjacent with rack on the fixing piece (4)
A side on from top to bottom be equipped with scale (42).
9. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that one end of the installation crossbeam (7) is fixed
It is not set on one of side opening side in casing (51), steel is offered at the position of its other end on installation crossbeam (7)
Cord card slot (71), the steel wire rope card slot (71) open up along the circumference of installation crossbeam (7).
10. paver conducting wire hanging wire stake as described in claim 1, which is characterized in that the fixing piece (4) is in cuboid knot
Structure, rack (41) are set on a cuboid wherein side, and elevating mechanism installation part (3) is square bushing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810321802.0A CN108316109A (en) | 2018-04-11 | 2018-04-11 | A kind of paver conducting wire hanging wire stake |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810321802.0A CN108316109A (en) | 2018-04-11 | 2018-04-11 | A kind of paver conducting wire hanging wire stake |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108316109A true CN108316109A (en) | 2018-07-24 |
Family
ID=62897324
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810321802.0A Withdrawn CN108316109A (en) | 2018-04-11 | 2018-04-11 | A kind of paver conducting wire hanging wire stake |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108316109A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108894087A (en) * | 2018-08-18 | 2018-11-27 | 重庆交通大学 | Self-adjustable thread-laying device suitable for pan soil construction |
| CN108978409A (en) * | 2018-08-18 | 2018-12-11 | 重庆交通大学 | Thread-laying device |
| CN109056480A (en) * | 2018-08-18 | 2018-12-21 | 重庆交通大学 | Foot-operated thread-laying device |
| CN109112931A (en) * | 2018-08-18 | 2019-01-01 | 重庆交通大学 | Foot-operated hanging wire stake device suitable for pan soil construction |
| CN109183576A (en) * | 2018-08-18 | 2019-01-11 | 重庆交通大学 | Self-adjustable thread-laying device |
| CN109338859A (en) * | 2018-08-18 | 2019-02-15 | 重庆交通大学 | The stake of screw-in hanging wire and its mounting device suitable for pan soil construction |
| CN113250447A (en) * | 2021-06-01 | 2021-08-13 | 云南穿山机甲能源装备科技有限公司 | Sliding form construction linear and elevation detection control system and method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108894087A (en) * | 2018-08-18 | 2018-11-27 | 重庆交通大学 | Self-adjustable thread-laying device suitable for pan soil construction |
| CN108978409A (en) * | 2018-08-18 | 2018-12-11 | 重庆交通大学 | Thread-laying device |
| CN109056480A (en) * | 2018-08-18 | 2018-12-21 | 重庆交通大学 | Foot-operated thread-laying device |
| CN109112931A (en) * | 2018-08-18 | 2019-01-01 | 重庆交通大学 | Foot-operated hanging wire stake device suitable for pan soil construction |
| CN109183576A (en) * | 2018-08-18 | 2019-01-11 | 重庆交通大学 | Self-adjustable thread-laying device |
| CN109338859A (en) * | 2018-08-18 | 2019-02-15 | 重庆交通大学 | The stake of screw-in hanging wire and its mounting device suitable for pan soil construction |
| CN108894087B (en) * | 2018-08-18 | 2020-12-04 | 上海城建职业学院 | Self-adjusting wire hanging device suitable for hard soil construction |
| CN109112931B (en) * | 2018-08-18 | 2021-05-04 | 上海城建职业学院 | Foot-operated string line stake device suitable for hard soil construction |
| CN109056480B (en) * | 2018-08-18 | 2021-05-25 | 重庆交通大学 | Pedal type thread hanging device |
| CN108978409B (en) * | 2018-08-18 | 2021-05-25 | 重庆交通大学 | Wire hanging device |
| CN109183576B (en) * | 2018-08-18 | 2021-06-29 | 重庆交通大学 | But automatically regulated's hanging wire device |
| CN109338859B (en) * | 2018-08-18 | 2021-07-23 | 重庆交通大学 | Screw-in type wire hanging pile suitable for hard soil construction and mounting device thereof |
| CN113250447A (en) * | 2021-06-01 | 2021-08-13 | 云南穿山机甲能源装备科技有限公司 | Sliding form construction linear and elevation detection control system and method |
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Effective date of registration: 20190412 Address after: 030605 Jinyuan, No. 11 Jianxin Lane, Yuci District, Jinzhong City, Shanxi Province Applicant after: Liang Yongling Address before: 030600 Unit 2, Building 4, Taitie 1 (New) Building, Yuci District, Jinzhong City, Shanxi Province Applicant before: Qu Hong Wei |
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Application publication date: 20180724 |