CN201195819Y - Subsidence type concrete road vibrating beam - Google Patents

Subsidence type concrete road vibrating beam Download PDF

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Publication number
CN201195819Y
CN201195819Y CNU2008200566616U CN200820056661U CN201195819Y CN 201195819 Y CN201195819 Y CN 201195819Y CN U2008200566616 U CNU2008200566616 U CN U2008200566616U CN 200820056661 U CN200820056661 U CN 200820056661U CN 201195819 Y CN201195819 Y CN 201195819Y
Authority
CN
China
Prior art keywords
steel
vibrating roller
concrete road
support
channel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2008200566616U
Other languages
Chinese (zh)
Inventor
王瑜
王殿涛
胡立昌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China MCC20 Group Corp Ltd
Original Assignee
CHINA MCC20 CONSTRUCTION Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by CHINA MCC20 CONSTRUCTION Co Ltd filed Critical CHINA MCC20 CONSTRUCTION Co Ltd
Priority to CNU2008200566616U priority Critical patent/CN201195819Y/en
Application granted granted Critical
Publication of CN201195819Y publication Critical patent/CN201195819Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a power tamper or a tamper which is used to build and repair roads, stadiums, or similar projects, or pave for roads, stadiums, or similar projects, in particular to a sinking-mode concrete road walking beam. The sinking-mode concrete road walking beam comprises a supporting stand (1), rubber pads (21,22) and a vibrating roller (3), wherein the supporting stand (1) is formed by two channel irons (11,12) whose outer bottom surfaces of the waists are oppositely arranged and upper surface and lower surface are respectively and fixedly connected by steel plates (13,14,15,15), and the vibrating roller (3) is formed by a cylindrical scaffold tube (31). The utility model has the advantages of simple manufacturing, low cost, convenient maintenance and wide application scope, which has wide application scope in similar projects.

Description

Sunk type concrete road walking beam
Technical field
The utility model relates to and is used to build with repairing road, stadium or similar engineering or is the leapfrog in its paving or tamper, is specially a kind of sunk type concrete road walking beam.
Background technology
Along with development of economic construction, in order to improve the investment climate, golf course has been built in increasing place; Or be purpose to administer environment, built such as landscape engineerings such as wetland park, urban green space, street crossing center garden.The construction of these landscape engineerings often all be unable to do without the construction of an interior view road, sight seeing road.For avoiding visual dullness and uninteresting, road generally is the state of bending, fluctuating, and amplitude crooked sometimes, that rise and fall is bigger, requires the curve smoothness of road, road surface outward appearance simultaneously, and curved surface is level and smooth.But existing construction equipment and construction technology are because the restriction of flat type walking beam only can adapt to the operation on straight road surface, for pavement construction difficult quality guarantee crooked, that rise and fall.
Summary of the invention
In order to overcome the defective of prior art, provide a kind of and can satisfy view road construction time channel surface curve smoothness, the level and smooth Work machine that requires of curved surface the utility model discloses a kind of sunk type concrete road walking beam.
The utility model reaches goal of the invention by following technical solution:
A kind of sunk type concrete road walking beam comprises support, rubber pad, vibrating roller, and its structure is:
Support constitutes with steel plate is fixedly connected respectively by two waist outer bottoms channel-section steel staggered relatively and in the above and below, and the rubber lift is installed in bottom, support two ends;
Vibrating roller is made by cylindrical scaffold tubes, be fixed in angle steel support two channel-section steels under, and parallel with channel-section steel, perforate on the angle steel, the vibrating roller two ends are equipped with round steel pipe as spacing retaining of camber.
Described vibrating roller is broken line shape or arc.
The utility model can directly apply on the plate vibrator.During use, the flat board of plate vibrator is unloaded, the base of vibrator directly is fixed on the channel-section steel of support, also can between base and channel-section steel, serve as a contrast upper steel plate with bolt.
The utility model has overcome the shortcoming that prior art is difficult to ensure the quality of products to crooked, the pavement construction that rises and falls the time, the concrete when having solved this technology builder's road of employing " row builds kerbstone, after-pouring concrete surface layer earlier " waters the flat problem of smashing, shake.The utility model is made simple, and is with low cost, easy to maintenance.Simultaneously, can change the vibrating roller that is fit at any time according to the form of crown of pavement.Use easy to operately, operating personnel do not need to carry out special training.From heavy and light, conveniently moving is flexible.Adopted vibrator application of the present utility model strong, in similar engineering, had a extensive future.
Description of drawings
Fig. 1 is the left view of the utility model support
Fig. 2 is the vertical view of the utility model support
Fig. 3 is the front view of the utility model scheme of installation
Fig. 4 is the left view of the utility model scheme of installation
Fig. 5 is the schematic diagram of the broken line shape vibrating roller that adopts of the utility model
Fig. 6 is the schematic diagram of the circularoscillations roller that adopts of the utility model
The specific embodiment
Further specify the utility model below in conjunction with specific embodiment:
Embodiment 1
A kind of sunk type concrete road walking beam, comprise support 1, rubber pad 21,22, vibrating roller 3, as depicted in figs. 1 and 2, support 1 constitutes with steel plate 131,132,133,134,141,142,143,144 welding respectively by two waist outer bottoms channel-section steel 11,12 staggered relatively and in the above and below, throat depth is 8mm, channel-section steel 11,12 is selected the 16a channel-section steel for use, and it is the steel plate of 10mm that steel plate 131~134,141~144 is selected thickness for use; Rubber pad 21,22 is installed in bottom, support 1 two ends; Rubber pad thickness 20mm, the kerbstone to its work of rest when preventing walking beam work causes damage.
Vibrating roller 3 diameter 48mm, the cylindrical steel scaffold tubes 31 of thickness 3.5mm is made, be fixed in angle steel 41,42 support two channel-section steels 11,12 under, and parallel with channel-section steel 11,12, perforate on the angle steel 4, to make things convenient for vibrating roller 3 regulating in the 100mm scope up and down, vibrating roller 3 two ends are equipped with round steel pipe 51,52 as spacing retaining of camber.
The walking beam both upper ends thereof is established fixedly iron hoop, in order to the colligation rope, draws during handled easily.
Eliminate rust after the walking beam completion of processing, be coated with the twice anti-corrosive primer, the twice finish paint.
Present embodiment can directly apply on the plate vibrator.During use, the flat board of plate vibrator is unloaded, the base 61 of vibrator 6 directly is fixed on the channel-section steel 11,12 of support, as shown in Figure 3 and Figure 4 with bolt.Also the thick steel plate of 10mm can served as a contrast between base 61 and the channel-section steel 11,12.
Present embodiment is made simple, and is with low cost, easy to maintenance.Adopted the vibrator application of present embodiment strong.
Embodiment 2
Vibrating roller adopts broken line shape steel pipe, and as shown in Figure 5, other are with embodiment 1.
Present embodiment embodies and can change the advantage of the vibrating roller that is fit at any time according to the crown of pavement form, and is applied widely.
Embodiment 3
Vibrating roller adopts curved steel tube, and as shown in Figure 6, other are with embodiment 1.
Present embodiment embodies and can change the advantage of the vibrating roller that is fit at any time according to the crown of pavement form, and is applied widely.

Claims (2)

1. a sunk type concrete road walking beam comprises support (1), rubber pad (21,22), vibrating roller (3), it is characterized in that:
Support (1) is used the fixedly connected formation of steel plate (13,14,15,15) respectively by two waist outer bottoms channel-section steel (11,12) staggered relatively and in the above and below, and rubber pad (2) is installed in bottom, support (1) two ends;
Vibrating roller (3) is made by cylindrical scaffold tubes (31), be fixed in angle steel (41,42) support two channel-section steels (11,12) under, and parallel with channel-section steel (11,12), angle steel (4) is gone up perforate, and vibrating roller (3) two ends are equipped with round steel pipe (51,52) as spacing retaining of camber.
2. sunk type concrete road walking beam as claimed in claim 1 is characterized in that: vibrating roller (3) is broken line shape or arc.
CNU2008200566616U 2008-03-27 2008-03-27 Subsidence type concrete road vibrating beam Expired - Fee Related CN201195819Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200566616U CN201195819Y (en) 2008-03-27 2008-03-27 Subsidence type concrete road vibrating beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200566616U CN201195819Y (en) 2008-03-27 2008-03-27 Subsidence type concrete road vibrating beam

Publications (1)

Publication Number Publication Date
CN201195819Y true CN201195819Y (en) 2009-02-18

Family

ID=40415454

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200566616U Expired - Fee Related CN201195819Y (en) 2008-03-27 2008-03-27 Subsidence type concrete road vibrating beam

Country Status (1)

Country Link
CN (1) CN201195819Y (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106192646A (en) * 2016-08-30 2016-12-07 宁波交通工程建设集团有限公司 Vcehicular tunnel car-driving shock-absorbing denoising structure and construction method thereof
CN110820610A (en) * 2019-11-28 2020-02-21 中铁二院工程集团有限责任公司 Steel-concrete combined double-layer dangerous rock falling stone protection shed tunnel
CN111608041A (en) * 2020-05-28 2020-09-01 宁夏第三建筑有限公司 Concrete pavement paving method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106192646A (en) * 2016-08-30 2016-12-07 宁波交通工程建设集团有限公司 Vcehicular tunnel car-driving shock-absorbing denoising structure and construction method thereof
CN106192646B (en) * 2016-08-30 2018-07-06 宁波交通工程建设集团有限公司 Vcehicular tunnel car-driving shock-absorbing denoising structure and its construction method
CN110820610A (en) * 2019-11-28 2020-02-21 中铁二院工程集团有限责任公司 Steel-concrete combined double-layer dangerous rock falling stone protection shed tunnel
CN111608041A (en) * 2020-05-28 2020-09-01 宁夏第三建筑有限公司 Concrete pavement paving method
CN111608041B (en) * 2020-05-28 2022-03-11 宁夏第三建筑有限公司 Concrete pavement paving method

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Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CP01 Change in the name or title of a patent holder

Address after: 201900 Shanghai city Baoshan District Pangu Road No. 777

Patentee after: China Twenty Metallurgical Group Co., Ltd.

Address before: 201900 Shanghai city Baoshan District Pangu Road No. 777

Patentee before: China MCC20 Construction Co., Ltd.

C56 Change in the name or address of the patentee

Owner name: CHINA MCC20 GROUP CORP., LTD.

Free format text: FORMER NAME: CHINA 20TH METALLURGICAL CONSTRUCTION CO., LTD.

CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090218

Termination date: 20140327

C17 Cessation of patent right