CN106894317A - Pavement spread wire hanging wire stake and preparation method thereof - Google Patents
Pavement spread wire hanging wire stake and preparation method thereof Download PDFInfo
- Publication number
- CN106894317A CN106894317A CN201710218243.6A CN201710218243A CN106894317A CN 106894317 A CN106894317 A CN 106894317A CN 201710218243 A CN201710218243 A CN 201710218243A CN 106894317 A CN106894317 A CN 106894317A
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- steel
- sleeve pipe
- wire
- fixed
- crossbeam
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a kind of pavement spread wire hanging wire stake and preparation method thereof, including Steel-bar Pile（1）And sleeve pipe（2）, it is characterised in that：Steel-bar Pile（1）One end is tip, sleeve pipe（2）It is fixed on Steel-bar Pile（1）On；Crossbeam（4）One end is fixed on sleeve pipe（2）Upper formation cantilever beam, the other end is provided with steel wire（Twist）Line card groove（3）.Sleeve pipe（2）On be provided with screw hole（6）, standing screw（7）By screw hole（6）By sleeve pipe（2）It is fixed on Steel-bar Pile（1）On.Diagonal brace（5）One end is fixed on sleeve pipe, and the other end is fixed on crossbeam（4）On.The present invention can guarantee that the reasonable control of the flatness and elevation of pavement construction, and the continuity of the making that paves is good, simple structure, high-effective and labour-saving.
Description
Technical field
The invention belongs to high road pavement construction technical field, a kind of pavement spread wire hanging wire stake is related in particular to, together
When further relate to the pavement spread wire hanging wire stake preparation method.
Background technology
High road pavement construction typically using Automatic Levelling paver layering making, in order to ensure the horizontal degree of each structure sheaf in road surface,
Flatness, process control high and linear straight attractive in appearance, typically longitudinally follow closely in construction in route both sides（Φ 15-25mm reinforcing bars）
Stake, hangs a steel wire of Φ 2-3mm（Twist）Line is process control benchmark wire high, and the sensing part of paver is touched in process control high
On benchmark wire, by the way of high process control benchmark wire, the control such as elevation, flatness and horizontal wall inscription is carried out, be commonly called as " walking steel
Pave silk " construction.Traditional tight-wire walking be using the stake of longitudinal direction nail every 10 meters follow closely one, with binding by steel wire（Twist）Wire is directly tied
Tie up in reinforcing bar nail stake, or a Luo bar is installed additional in reinforcing bar nail stake, by steel（Twist）Silk is placed directly on Luo bars, the biography of paver
Sensor is along steel wire（Twist）Wire is carried forward laying of roadway and paves, technical parameter, quality control with present pavement construction
Index request more and more higher, in order to ensure the comfortableness that the flatness on its road surface, raising are driven a vehicle after being open to traffic, using conventional nail（Φ
15-25mm reinforcing bars）Steel is hung in stake（Twist）The method of line, it may appear that following problem：
1. with binding the steel wire of elevation will be controlled（Twist）Wire, is directly bundled in longitudinal nail（Φ 15-25mm reinforcing bars）Side in stake
Method, due to controlling the steel of elevation（Twist）Line wire is directly bundled in the nail stake of longitudinal direction, in work progress, is easily slided up and down,
Influence process control high.
2. in work progress, when the sensor of paver is walked follows closely the position of stake to longitudinal wire, need artificial by sensor
Temporary close, then after sensor is bypassed longitudinal direction nail stake, then place the sensors on steel wire, it is then turned on sensor.Above-mentioned mistake
Journey not only spends human time, and the whole continuity for paving of influence.
If paver sensor walk to wire longitudinally the position of nail stake, if operating personnel's responsibility is not strong or unattended
Control, sensor can be lived by longitudinally nail stake shelves, make the road surface elevation of its paver making out of hand, have a strong impact on construction quality
And progress.
4. in longitudinal nail（Φ 15-25mm reinforcing bars）A Luo bar is installed additional in stake, by steel（Twist）Silk thread wire is placed directly in Luo
On bar, measure inconvenient when paving absolute altitude, and workman is easy by steel wire when constructing（Twist）Wire hanging fascia.So as to influence paves
Progress, structure sheaf flatness and thickness.
The content of the invention
A kind of flatness and elevation that can guarantee that pavement construction provided it is an object of the invention to overcome disadvantages mentioned above
Reasonable control, the continuity of the making that paves is good, simple structure, the pavement spread wire hanging wire stake of high-effective and labour-saving.
Preparation method another object of the present invention is to provide pavement spread wire hanging wire stake.
The object of the invention and solve its technical problem underlying using following technical scheme and realize：
Pavement spread wire hanging wire stake of the invention, including Steel-bar Pile and sleeve pipe, wherein：Steel-bar Pile one end is tip, and sleeve pipe is solid
Due in Steel-bar Pile；Crossbeam one end is fixed on and cantilever beam is formed on sleeve pipe, and the other end is provided with steel wire（Twist）Line card groove.
Above-mentioned pavement spread wire hanging wire stake, wherein：Screw hole is provided with sleeve pipe, standing screw passes through screw hole by sleeve pipe
It is fixed in Steel-bar Pile.
Above-mentioned pavement spread wire hanging wire stake, wherein：Diagonal brace one end is fixed on sleeve pipe, and the other end is fixed on crossbeam.
A kind of preparation method of pavement spread wire hanging wire stake, comprises the following steps：
（1）With the round steel of diameter ∮ 18, length is the tip of 60-65cm, one end hammering or polishing 3-5cm, is made Steel-bar Pile；
（2）Use a length of 10cm, the round steel of a diameter of ∮ 40 longitudinally bores the through holes of ∮ 20, does packaged tube, set tube wall on bore the holes of ∮ 12 simultaneously
Tapping is into screw hole；
（3）Make crossbeam with the round steel of a diameter of ∮ 10, a length of 20cm, one end is welded on the opposite side of sleeve pipe screw hole, the other end from
One 3-5mm steel wire of polishing at the about 2cm of termination（Twist）Line card groove；
（4）It is about 10cm with long, round steel one end of a diameter of ∮ 10 is welded on sleeve pipe, the other end is welded on crossbeam as tiltedly
Support, as the support of crossbeam；
（5）With the Luo bars of a diameter of ∮ 12*30mm as fixed Luo bars, fixed sleeve pipe is covered by covering the screw hole on tube wall
In in Steel-bar Pile.
The present invention compared with the existing technology, with clear advantage and beneficial effect, from above technical scheme, sleeve pipe
Can freely be slided up and down in Steel-bar Pile, altitude data data can be measured according to each mileage pile No. making during construction, in steel
The upper adjusting sleeve pipe of muscle stake has height, and then adjusts the steel wire of control elevation（Twist）Wire；Crossbeam hangs steel wire using cantilever beam（Twist）
Line, the sensor of paver can be along the steel wire of control elevation（Twist）Line wire, accessible freely passes through, it is ensured that
Pave the continuity of making.The setting of the draw-in groove of crossbeam one end, increased steel wire（Twist）Stability of the line on crossbeam, prevents steel
Silk thread is slided or fallen.The diagonal brace of below the crossbeam forms a triangle with crossbeam, sleeve pipe, and its stability preferably, counteracts steel
Silk（Twist）Line is to crossbeam lateral pressure.Be fixed in Steel-bar Pile for whole sleeve pipe, crossbeam by fixed screw, makes it be difficult to slide up and down,
Ensure that the flatness of pavement construction, and elevation reasonable control.
Brief description of the drawings
Fig. 1 is the structural representation of pavement spread wire hanging wire stake；
Fig. 2 is construction hanging wire schematic diagram.
Identified in figure：
1st, Steel-bar Pile；2nd, sleeve pipe；3rd, draw-in groove；4th, crossbeam；5th, diagonal brace；6th, screw hole；7th, fixed Luo bars.
Specific embodiment
Below in conjunction with accompanying drawing and preferred embodiment, to according to pavement spread wire hanging wire proposed by the present invention stake and its making
Method specific embodiment, structure, feature and its effect, describe in detail as after.
Embodiment 1
Referring to Fig. 1, pavement spread wire hanging wire stake of the invention, including Steel-bar Pile 1 and sleeve pipe 2, wherein：The one end of Steel-bar Pile 1 is
Tip, is provided with screw hole 6 on sleeve pipe 2, be fixed on sleeve pipe 2 in Steel-bar Pile 1 by screw hole 6 by standing screw 7；The one end of crossbeam 4
It is fixed on and cantilever beam is formed on sleeve pipe 2, the other end is provided with steel wire（Twist）Line card groove 3；The one end of diagonal brace 5 is fixed on sleeve pipe, another
End is fixed on crossbeam 4.
Embodiment 2
Referring to Fig. 1, a kind of preparation method of pavement spread wire hanging wire stake of the invention is comprised the following steps：
（1）With the round steel of diameter ∮ 18, length is the tip of 60-65cm, one end hammering or polishing 3-5cm, is made Steel-bar Pile 1；
（2）Use a length of 10cm, the round steel of a diameter of ∮ 40 longitudinally bores the through holes of ∮ 20, does packaged tube 2, the tube wall of sleeve pipe 2 on bore the holes of ∮ 12
And tapping is into screw hole 6；
（3）Make crossbeam with the round steel of a diameter of ∮ 10, a length of 20cm, one end is welded on the opposite side of the screw hole 6 of sleeve pipe 2, the other end
One 3-5mm steel wire of polishing away from termination about 2cm（Twist）Line card groove 3；
（4）It is about 10cm with long, round steel one end of a diameter of ∮ 10 is welded on sleeve pipe 2, and the other end is welded on conduct on crossbeam 4
Diagonal brace, as the support of crossbeam 4；
（5）With the Luo bars of a diameter of ∮ 12*30mm as fixed Luo bars, consolidated sleeve pipe 2 is covered by the screw hole 6 on the tube wall of sleeve pipe 2
Due in Steel-bar Pile 1.
It is fixed one per 10m in route both sides according to longitudinal stake site that surveying and locating is identified referring to Fig. 2 when using, bend
On can be encrypted to every 5m mono- by Steel-bar Pile squeeze into will 10-20 cm below paving operation face, sleeve pipe is inserted in Steel-bar Pile；
Sleeve pipe first can be inserted in Steel-bar Pile, then Steel-bar Pile is squeezed into will be below paving operation face, the measurement further according to each paves
Altitude data data, coordinates horizon rule to carry out crossbeam adjustment with steel ruler, is then fixed with fixation screw, with turnbuckle by 2-
3mm steel wires（Twist）Line is tensed, then by steel wire（Twist）Line is put into the draw-in groove of crossbeam, is bundled with tied silk, by steel wire（Twist）Line is fixed
In draw-in groove, the sensor of paver is gently placed on wire, adjusts sensor, proceeded by and pave.
The above, is only presently preferred embodiments of the present invention, and any formal limitation, Ren Hewei are not made to the present invention
Disengaging technical solution of the present invention content, any simple modification made to above example according to technical spirit of the invention, etc.
With change and modification, still fall within the range of technical solution of the present invention.
Claims (4)
1. a kind of pavement spread wire hanging wire stake, including Steel-bar Pile（1）And sleeve pipe（2）, it is characterised in that：Steel-bar Pile（1）One end
It is tip, sleeve pipe（2）It is fixed on Steel-bar Pile（1）On；Crossbeam（4）One end is fixed on sleeve pipe（2）Upper formation cantilever beam, the other end is opened
There is steel wire（Twist）Line card groove（3）.
2. pavement spread wire hanging wire stake as claimed in claim 1, it is characterised in that：Sleeve pipe（2）On be provided with screw hole（6）Gu,
Determine screw rod（7）By screw hole（6）By sleeve pipe（2）It is fixed on Steel-bar Pile（1）On.
3. pavement spread wire hanging wire stake as claimed in claim 1, it is characterised in that：Diagonal brace（5）One end is fixed on sleeve pipe, separately
One end is fixed on crossbeam（4）On.
4. a kind of preparation method of pavement spread wire hanging wire stake, comprises the following steps：
（1）With the round steel of diameter ∮ 18, length is the tip of 60-65cm, one end hammering or polishing 3-5cm, is made Steel-bar Pile
（1）；
（2）Use the round steel of a length of 10cm, a diameter of ∮ 40 longitudinally to bore the through holes of ∮ 20, do packaged tube（2）, sleeve pipe（2）∮ is bored on tube wall
12 holes and tapping are into screw hole（6）；
（3）Make crossbeam with the round steel of a diameter of ∮ 10, a length of 20cm, one end is welded on sleeve pipe（2）The opposite side of screw hole, it is another
Hold one 3-5mm steel wire of polishing away from termination about 2cm（Twist）Line card groove（3）；
（4）It is about 10cm with long, round steel one end of a diameter of ∮ 10 is welded on sleeve pipe（2）On, the other end is welded on crossbeam（4）On
As diagonal brace, as crossbeam（4）Support；
（5）With the Luo bars of a diameter of ∮ 12*30mm as fixed Luo bars, by sleeve pipe（2）Screw hole on tube wall（6）Set is covered
Pipe（2）It is fixed on Steel-bar Pile（1）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710218243.6A CN106894317A (en) | 2017-04-05 | 2017-04-05 | Pavement spread wire hanging wire stake and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710218243.6A CN106894317A (en) | 2017-04-05 | 2017-04-05 | Pavement spread wire hanging wire stake and preparation method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106894317A true CN106894317A (en) | 2017-06-27 |
Family
ID=59194364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710218243.6A Pending CN106894317A (en) | 2017-04-05 | 2017-04-05 | Pavement spread wire hanging wire stake and preparation method thereof |
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| Country | Link |
|---|---|
| CN (1) | CN106894317A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217578A (en) * | 2017-08-10 | 2017-09-29 | 贵州路桥集团有限公司 | Control the benchmark line apparatus of road surface elevation and coordinate |
| CN108316109A (en) * | 2018-04-11 | 2018-07-24 | 渠洪卫 | A kind of paver conducting wire hanging wire stake |
| 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 |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2467031A1 (en) * | 2004-05-12 | 2005-11-12 | Glenn Robert Moblo | Screed form stake |
| CN202482742U (en) * | 2012-03-19 | 2012-10-10 | 四川路桥建设股份有限公司 | Lifting-type barrier-free elevation guiding control beam bracket |
| CN204023362U (en) * | 2014-08-22 | 2014-12-17 | 中国十七冶集团有限公司 | A kind of paver paves leveling unit |
| CN204251997U (en) * | 2014-11-27 | 2015-04-08 | 中交一公局第六工程有限公司 | Suspension type sub-base grader reference line thread-laying device |
| US20170037585A1 (en) * | 2015-08-04 | 2017-02-09 | Joseph Voegele Ag | Determination of the screed configuration in road pavers |
-
2017
- 2017-04-05 CN CN201710218243.6A patent/CN106894317A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2467031A1 (en) * | 2004-05-12 | 2005-11-12 | Glenn Robert Moblo | Screed form stake |
| CN202482742U (en) * | 2012-03-19 | 2012-10-10 | 四川路桥建设股份有限公司 | Lifting-type barrier-free elevation guiding control beam bracket |
| CN204023362U (en) * | 2014-08-22 | 2014-12-17 | 中国十七冶集团有限公司 | A kind of paver paves leveling unit |
| CN204251997U (en) * | 2014-11-27 | 2015-04-08 | 中交一公局第六工程有限公司 | Suspension type sub-base grader reference line thread-laying device |
| US20170037585A1 (en) * | 2015-08-04 | 2017-02-09 | Joseph Voegele Ag | Determination of the screed configuration in road pavers |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217578A (en) * | 2017-08-10 | 2017-09-29 | 贵州路桥集团有限公司 | Control the benchmark line apparatus of road surface elevation and coordinate |
| CN108316109A (en) * | 2018-04-11 | 2018-07-24 | 渠洪卫 | A kind of paver conducting wire hanging wire stake |
| 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 |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170627 |