CN104911980A - Concrete pavement casting vibration device and construction method thereof - Google Patents
Concrete pavement casting vibration device and construction method thereof Download PDFInfo
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- CN104911980A CN104911980A CN201510291111.7A CN201510291111A CN104911980A CN 104911980 A CN104911980 A CN 104911980A CN 201510291111 A CN201510291111 A CN 201510291111A CN 104911980 A CN104911980 A CN 104911980A
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- tamping equipment
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Abstract
The invention discloses a concrete pavement casting vibration device and a construction method thereof. The vibration device comprises a truss, vibration rods and a control box, wherein shafts are respectively mounted at the two sides of the truss; a cross bar is movably hinged to the shafts on the truss through two connecting rods; 5-10 vibration rods are provided, and are uniformly distributed on the cross bar; each vibration rod is controlled by a motor to vibrate; the motors are connected and controlled through the control box; the tail ends of the vibration rods are connected with the cross bar through fixing devices distributed on one horizontal line; the front ends of adjacent two vibration rods are staggered at the two sides of the truss in tandem, and are provided with walking flattening rollers having chain wheels; and rails are paved below the walking flattening rollers. As the vibration rods are staggered, concrete in each place is vibrated; and the walking speed and the vibration time are accurately controlled, so that the sufficient vibration is realized, and the construction progress can be guaranteed.
Description
Technical field
The invention belongs to concrete pavement construction technical field, particularly tamping equipment and construction method thereof are built in a kind of rigid pavement.
Background technology
Concrete pavement layer is that a kind of rigidity is large, diffusion weight bearing power is strong, the road structure of good stability, but because often there are comparatively general quality problems in the wayward meeting of construction technology, the impact that these problems will produce in various degree the using character of engineering and life-span, even causes serious consequence.At present, in concrete pavement construction, low the shaking with leakage of concrete vibration compacting degree is the principal element causing rigid pavement quality problems always, during the concreting component therefore mixed and stirred with concrete agitator, wherein bubble must be got rid of, make firm by ramming, concrete compaction is combined, eliminate the phenomenons such as concrete voids and pits, to improve its intensity, ensure the quality of concrete component.But current concrete vibrator row shakes, effect is unsatisfactory, adds that the misoperation of construction method has had a strong impact on rigid pavement quality.
Summary of the invention
For making up the deficiencies in the prior art, the invention provides a kind of reasonable in design, tamping equipment and construction method thereof are built in the rigid pavement of vibration compacting.
The present invention is achieved through the following technical solutions:
Tamping equipment is built in a kind of rigid pavement, and comprise truss, vibrating head and control cabinet, special character is: described truss both sides are respectively provided with an axle, and cross bar is movably hinged by the axle on two connecting rods and truss; Described vibrating head comprises 5-10 root, be evenly distributed on cross bar, every root vibrating head is by its vibrations of an Electric Machine Control, motor is by control cabinet connection control, vibrating head end is connected with cross bar by distribution fastening devices in the same horizontal line, the front end of adjacent two vibrating heads, towards one in front and one in back staggered discharge, differs 20-30 ° before and after setting angle; Described truss both sides are provided with the traveling pressure roller with sprocket wheel, are covered with track below traveling pressure roller.
Tamping equipment is built in rigid pavement of the present invention, and described cross bar can be up and down and regulate its up and down height by control cabinet.
Tamping equipment is built in rigid pavement of the present invention, not only described track is as the walking track of traveling pressure roller but also as the boundary template laying concrete pavement layer.
Tamping equipment is built in rigid pavement of the present invention, adjacent two vibrating head interval 50cm.
The construction method of tamping equipment is built in a kind of rigid pavement of the present invention, and its special character is: comprise the following steps:
(1) boundary template of pave-load layer is first installed, i.e. the walking track of traveling pressure roller;
(2) basal plane cleaning, and watering ensures that basal plane is moistening but must not there is ponding;
(3) supplied materials concrete tank discharging, on-the-spot discharging slump Altitude control is at about 80mm;
(4) adopt tamping equipment to carry out row to shake, the tamping equipment speed of travel is walking 2m per minute, and a place of often vibrating stopped for 10 seconds, ensures fully to vibrate, runs to next place afterwards and continue to vibrate;
(5) tamping equipment adopt after vibrating three roll shafts shake further close, pave, carry slurry and leveling after plucking, joint-cutting maintenance.
The construction method of tamping equipment is built in a kind of rigid pavement of the present invention, and the boundary template in step (1) adopts channel-section steel to make.
The invention has the beneficial effects as follows: this tamping equipment by by vibrating spear staggered discharge, ensures that concrete obtain the vibrating precise control of the speed of travel and vibrating time in everywhere can realize vibrating and fully can ensure speed of application again.
Accompanying drawing explanation
Accompanying drawing 1 is structural representation of the present invention.
In figure, 1 truss, 2 cross bars, 3 motors, 4 vibrating heads, 5 traveling pressure rollers, 6 tracks, 7 control cabinets, 8 fastening devicess, 9 connecting rods, 10 axles.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
Accompanying drawing is a kind of detailed description of the invention of the present invention.This embodiment comprises truss 1, vibrating head 4 and control cabinet 7, and truss 1 both sides are respectively provided with an axle 10, and cross bar 2 is movably hinged by two connecting rods 9 and the axle 10 on truss 1, and cross bar 2 can be up and down and regulate its up and down height by control cabinet 7; Vibrating head 4 comprises 7, be evenly distributed on cross bar 2, adjacent two vibrating head 4 interval 50cm, every root vibrating head 4 controls its vibrations by a motor 3, motor 3 is by control cabinet 7 connection control, all vibrating head 4 ends are connected with cross bar 2 by distribution fastening devices 8 in the same horizontal line, the front end of adjacent two vibrating heads 4 towards one in front and one in back staggered discharge, difference 30 ° before and after setting angle; Truss 1 both sides are provided with the traveling pressure roller 5 with sprocket wheel, are covered with track 6 below traveling pressure roller 5, not only track 6 is as the walking track of traveling pressure roller 5 but also as the boundary template laying concrete pavement layer.
When vibrating construction, first adopt channel-section steel that the boundary template of pave-load layer is installed, the i.e. walking track 6 of traveling pressure roller 5, then basal plane is cleaned, and watering ensures that basal plane is moistening but must not there is ponding, supplied materials concrete tank carries out discharging, on-the-spot discharging slump Altitude control is at about 80mm, adopt tamping equipment to carry out row to shake, the tamping equipment speed of travel is walking 2m per minute, a place of often vibrating stopped for 10 seconds, ensure fully to vibrate, run to next place afterwards to continue to vibrate, three roll shafts are adopted to shake further after tamping equipment vibrates close, pave, carry slurry and the rear plucking of leveling, joint-cutting maintenance.
Claims (6)
1. tamping equipment is built in a rigid pavement, comprise truss (1), vibrating head (4) and control cabinet (7), it is characterized in that: described truss (1) both sides are respectively provided with an axle (10), cross bar (2) is movably hinged by two connecting rods (9) and the axle (10) on truss (1); Described vibrating head (4) comprises 5-10 root, be evenly distributed on cross bar (2), every root vibrating head (4) controls its vibrations by a motor (3), motor (3) is by control cabinet (7) connection control, all vibrating heads (4) end is connected with cross bar (2) by distribution fastening devices (8) in the same horizontal line, the front end of adjacent two vibrating heads (4), towards one in front and one in back staggered discharge, differs 20-30 ° before and after setting angle; Described truss (1) both sides are provided with the traveling pressure roller (5) with sprocket wheel, and traveling pressure roller (5) below is covered with track (6).
2. tamping equipment is built in a kind of rigid pavement according to claim 1, it is characterized in that: described cross bar (2) can be up and down and regulate its up and down height by control cabinet (7).
3. tamping equipment is built in a kind of rigid pavement according to claim 1, it is characterized in that: not only described track (6) is as the walking track of traveling pressure roller (5) but also as the boundary template laying concrete pavement layer.
4. tamping equipment is built in a kind of rigid pavement according to claim 1, it is characterized in that: adjacent two vibrating head (4) interval 50cm.
5. the construction method of tamping equipment is built in a kind of rigid pavement according to claim 1, it is characterized in that: comprise the following steps:
(1) boundary template of pave-load layer is first installed, i.e. the walking track (6) of traveling pressure roller (5);
(2) basal plane cleaning, and watering ensures that basal plane is moistening but must not there is ponding;
(3) supplied materials concrete tank discharging, on-the-spot discharging slump Altitude control is at about 80mm;
(4) adopt tamping equipment to carry out row to shake, the tamping equipment speed of travel is walking 2m per minute, and a place of often vibrating stopped for 10 seconds, ensures fully to vibrate, runs to next place afterwards and continue to vibrate;
(5) tamping equipment adopt after vibrating three roll shafts shake further close, pave, carry slurry and leveling after plucking, joint-cutting maintenance.
6. the construction method of tamping equipment is built in a kind of rigid pavement according to claim 5, it is characterized in that: the boundary template in step (1) adopts channel-section steel to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510291111.7A CN104911980A (en) | 2015-06-01 | 2015-06-01 | Concrete pavement casting vibration device and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510291111.7A CN104911980A (en) | 2015-06-01 | 2015-06-01 | Concrete pavement casting vibration device and construction method thereof |
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| CN104911980A true CN104911980A (en) | 2015-09-16 |
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Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401520A (en) * | 2015-12-25 | 2016-03-16 | 广东冠粤路桥有限公司 | Integrated layer whole-width construction device for light truss type bridge and construction method of construction device |
| CN106012774A (en) * | 2016-07-14 | 2016-10-12 | 安庆里外里工业产品设计有限公司 | Intelligent road edge construction robot based on multiple-series structure |
| CN106012717A (en) * | 2016-08-04 | 2016-10-12 | 中铁十七局集团第三工程有限公司 | Vibratory leveling device |
| CN106120519A (en) * | 2016-07-14 | 2016-11-16 | 安庆里外里工业产品设计有限公司 | One builds the adjustable stock chest of industrial robot by laying bricks or stones |
| CN106120518A (en) * | 2016-07-14 | 2016-11-16 | 安庆里外里工业产品设计有限公司 | An intelligent robot for track-type roadside masonry |
| CN106150096A (en) * | 2016-07-14 | 2016-11-23 | 安庆里外里工业产品设计有限公司 | A redundant four-degree-of-freedom urban municipal green belt construction intelligent robot |
| CN106223165A (en) * | 2016-07-14 | 2016-12-14 | 安庆里外里工业产品设计有限公司 | A mixer for building intelligent robots in urban municipal green belts |
| CN106760546A (en) * | 2017-02-03 | 2017-05-31 | 山东科技大学 | Vibrating method and tamping equipment are poured when large volume concrete structural thing is constructed |
| CN108286216A (en) * | 2018-03-30 | 2018-07-17 | 中国三冶集团有限公司 | A kind of concrete road surface entirety tamping equipment and whole vibrating method |
| CN109024172A (en) * | 2018-09-14 | 2018-12-18 | 中铁四局集团第工程有限公司 | A paving equipment for high-speed railway subgrade ballastless track subgrade supporting layer |
| CN109624022A (en) * | 2018-12-31 | 2019-04-16 | 湖南天象建筑科技有限公司 | A kind of vibrator for high-speed rail pedestal board concrete |
| CN110792019A (en) * | 2019-11-25 | 2020-02-14 | 吴融泽 | Concrete vibrator |
| CN113977734A (en) * | 2021-10-21 | 2022-01-28 | 同济大学 | A movable self-plugging box girder concrete vibrating device |
| CN116382269A (en) * | 2023-03-15 | 2023-07-04 | 河海大学 | A construction control method for a concrete slab vibrating robot |
| CN117888740A (en) * | 2024-03-14 | 2024-04-16 | 湖南省建筑科学研究院有限责任公司 | Anti-seismic reinforcing device of reinforced concrete frame structure and construction method thereof |
-
2015
- 2015-06-01 CN CN201510291111.7A patent/CN104911980A/en active Pending
Non-Patent Citations (1)
| Title |
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| CHAUSEKVO: "自行排式高频振捣机施工机场道面砼工法", 《百度文库HTTP://WENKU.BAIDU.COM/VIEW/C3A2BBA3284AC850AD024262.HTML》 * |
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105401520A (en) * | 2015-12-25 | 2016-03-16 | 广东冠粤路桥有限公司 | Integrated layer whole-width construction device for light truss type bridge and construction method of construction device |
| CN106120518B (en) * | 2016-07-14 | 2018-06-12 | 深圳市市政工程总公司 | An intelligent robot for track-type roadside masonry |
| CN106150096B (en) * | 2016-07-14 | 2018-08-17 | 广州市鼎申科技发展有限公司 | A redundant four-degree-of-freedom urban municipal green belt construction intelligent robot |
| CN106120519A (en) * | 2016-07-14 | 2016-11-16 | 安庆里外里工业产品设计有限公司 | One builds the adjustable stock chest of industrial robot by laying bricks or stones |
| CN106120518A (en) * | 2016-07-14 | 2016-11-16 | 安庆里外里工业产品设计有限公司 | An intelligent robot for track-type roadside masonry |
| CN106150096A (en) * | 2016-07-14 | 2016-11-23 | 安庆里外里工业产品设计有限公司 | A redundant four-degree-of-freedom urban municipal green belt construction intelligent robot |
| CN106223165A (en) * | 2016-07-14 | 2016-12-14 | 安庆里外里工业产品设计有限公司 | A mixer for building intelligent robots in urban municipal green belts |
| CN106120519B (en) * | 2016-07-14 | 2018-08-17 | 上海同派建筑科技有限公司 | One kind building industrial robot by laying bricks or stones with adjustable stock chest |
| CN106012774B (en) * | 2016-07-14 | 2018-05-25 | 湖南工学院 | A kind of road based on hybrid connected structure builds intelligent robot by laying bricks or stones along side |
| CN106012774A (en) * | 2016-07-14 | 2016-10-12 | 安庆里外里工业产品设计有限公司 | Intelligent road edge construction robot based on multiple-series structure |
| CN106012717B (en) * | 2016-08-04 | 2017-11-03 | 中铁十七局集团第三工程有限公司 | One kind is vibrated apparatus for leveling |
| CN106012717A (en) * | 2016-08-04 | 2016-10-12 | 中铁十七局集团第三工程有限公司 | Vibratory leveling device |
| CN106760546A (en) * | 2017-02-03 | 2017-05-31 | 山东科技大学 | Vibrating method and tamping equipment are poured when large volume concrete structural thing is constructed |
| CN106760546B (en) * | 2017-02-03 | 2023-06-20 | 山东科技大学 | Pouring vibration method and vibration device for large-volume concrete structure construction |
| CN108286216A (en) * | 2018-03-30 | 2018-07-17 | 中国三冶集团有限公司 | A kind of concrete road surface entirety tamping equipment and whole vibrating method |
| CN109024172A (en) * | 2018-09-14 | 2018-12-18 | 中铁四局集团第工程有限公司 | A paving equipment for high-speed railway subgrade ballastless track subgrade supporting layer |
| CN109624022A (en) * | 2018-12-31 | 2019-04-16 | 湖南天象建筑科技有限公司 | A kind of vibrator for high-speed rail pedestal board concrete |
| CN110792019A (en) * | 2019-11-25 | 2020-02-14 | 吴融泽 | Concrete vibrator |
| CN113977734A (en) * | 2021-10-21 | 2022-01-28 | 同济大学 | A movable self-plugging box girder concrete vibrating device |
| CN116382269A (en) * | 2023-03-15 | 2023-07-04 | 河海大学 | A construction control method for a concrete slab vibrating robot |
| CN117888740A (en) * | 2024-03-14 | 2024-04-16 | 湖南省建筑科学研究院有限责任公司 | Anti-seismic reinforcing device of reinforced concrete frame structure and construction method thereof |
| CN117888740B (en) * | 2024-03-14 | 2024-05-10 | 湖南省建筑科学研究院有限责任公司 | Anti-seismic reinforcing device of reinforced concrete frame structure and construction method thereof |
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| CB03 | Change of inventor or designer information |
Inventor after: Sun Wei Inventor after: Sui Shouchao Inventor after: Jin Bao Inventor after: Xia Yingxian Inventor after: Zhang Peng Inventor after: Zhao Yu Inventor after: Li Jie Inventor after: Bai Yanfeng Inventor after: Jin Xiaokai Inventor after: Guo Rong Inventor before: Jin Bao Inventor before: Xia Yingxian Inventor before: Zhang Peng Inventor before: Zhao Yu Inventor before: Li Jie Inventor before: Bai Yanfeng Inventor before: Jin Xiaokai Inventor before: Guo Rong Inventor before: Sui Shouchao |
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Application publication date: 20150916 |
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| RJ01 | Rejection of invention patent application after publication |