CN201165664Y - Dome concrete spreader - Google Patents
Dome concrete spreader Download PDFInfo
- Publication number
- CN201165664Y CN201165664Y CNU2007201751751U CN200720175175U CN201165664Y CN 201165664 Y CN201165664 Y CN 201165664Y CN U2007201751751 U CNU2007201751751 U CN U2007201751751U CN 200720175175 U CN200720175175 U CN 200720175175U CN 201165664 Y CN201165664 Y CN 201165664Y
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- truss
- walking
- concrete
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- spiral distributor
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Abstract
The utility model relates to a slope concrete paver, which comprises a travelling rail (1), a travelling trolley (7), a truss (8), a belt type conveyor (10), a spiral material distributing device (13), a material fixing board (14), vibrating mechanisms (16, 17 and 18), a strickling beam (19), and a controlling platform (22), etc. Because a compartment formed by the material fixing boards is adopted, the difficult problem of downflow during the slope concrete paving and vibrating process, the adjustable strickling beam (19) ensures the concrete paving depth and smoothness. Simultaneously, as the paver paves while travelling, the full fracture surface operation can be performed continuously, different slope lengths and slope ratios can be adapted, and concrete paving efficiency and the engineering quality are greatly improved.
Description
Affiliated technical field
The utility model relates to a kind of domatic concrete spreader.Be mainly used in the engineering machinery of the domatic concrete speading in slope.
Background technology
Needs according to engineering construction, the domatic needs on many slopes carry out the concrete revetment to be handled, guarantee the requirement of certain uniform thickness, compactness, planeness, but most of this type of engineering is by manually finishing, do not guarantee planeness, intensity, the compactness (especially large-scale domatic) of requirement of engineering on the one hand, time-consuming taking a lot of work improved construction costs greatly simultaneously, delayed the duration.The individual device that exists on the market, dare not vibrate in the paving process that has and not guarantee the concrete density requirement, the uneven distribution that has does not guarantee concrete thickness, planeness requirement, and cannot pave continuously, and workmanship and progress all do not satisfy the requirement of engineering.
Summary of the invention
In order to solve the problem that workmanship in the domatic concrete speading does not satisfy engineering design requirement and inefficiency, the utility model provides a kind of domatic concrete spreader, the engineering design that this plant equipment can not only satisfy domatic spread concrete requires (as uniform thickness, compactness, planeness etc.), can pave continuously simultaneously, improve efficiency of construction greatly.
The technical solution adopted in the utility model is: equipment mainly by walking track, walking dolly, truss, ribbon conveyer, spiral distributor, solid flitch, concrete vibrating mechanism, scrape nine most of compositions such as flat-topped ridge, console.Entire equipment is seated in by walking dolly (7), on the following walking track (1), walking dolly (7) contacts with walking track (1) respectively with walking sprocket wheel (4) by walking runner (5), walking dolly (7) links to each other with vehicle frame (25) by jack (3), ribbon conveyer (10) connects the concrete hopper (23) of tank car and spiral distributor (13), truss (8) is connected with walking dolly (7) by Truss joint (9), the anterior spiral distributor (13) of installing in truss (8) bottom, power by spiral distributor turning cylinder (24) be installed in walking dolly (7) and go up motor (11) and provide, in spiral distributor (13) bottom, the rear portion, compartment with solid flitch (14) formation, the beam (17) that vibrates links to each other with truss (8) by connector (17), the beam (17) that vibrates is gone up vibrating motor (16) is installed, the vertical sheet (18) that vibrates of laying under the beam (17) vibrates, the sheet (18) that vibrates gos deep into each compartment, be installed under the truss (8), what vibrate beam (17) rear portion scrapes flat-topped ridge (19), link to each other with truss (8) by leading screw (20), entire equipment walking and work are by console (22) control that is installed on the truss (8).
1. walking track: according to engineering design line and design altitude, calculate the orbit of laying entire equipment work, divide upper and lower two tracks, entire equipment operates on the walking track.
2. walking dolly: walking dolly has settled dynamical system voluntarily to walk along track travel, and upper and lower in addition walking cart stationary the truss of equipment, on the walking dolly power set that spiral distributor is provided is installed simultaneously.
3. truss: two ends are connecting the dolly that walks up and down, and spiral distributor, solid flitch, concrete vibrating mechanism are installed in the truss bottom, scrape flat-topped ridge etc.
4. ribbon conveyer: install on the uplink path and link to each other with last walking dolly, effect is that the concrete tank concrete is delivered to the hopper of spiral distributor by belt, and cloth process neutralizing device is walked together.
5. spiral distributor: be fixed on below the truss, top connects concrete hopper, is delivered to concrete whole domatic until the end, slope along feed bin by helical conveyor.
6. solid flitch: be positioned at spiral distributor bottom, rear portion, for preventing that the concrete (slurries especially wherein) in the paving process from flowing downward along domatic, in the distributing device bottom, the rear portion according to the thickness that paves with solid flitch (steel plate) vertical array, along domatic composition compartment one by one, the concrete that restriction has put in place flows downward, be distributed in each compartment because of the sheet that vibrates simultaneously, concrete in the process of vibrating (slurries especially wherein) can not flow downward along domatic yet yet.
7. concrete vibrating mechanism: the truss bottom is provided with the beam that vibrates, and on the beam that vibrates vibrating motor is installed, and (beam sagging that vibrates is directly laid the sheet that vibrates (steel plate), and the concrete that each sheet that vibrates will be fixed on each compartment vibrates, and guarantees concrete compactness.
8. scrape flat-topped ridge: be fixed under the truss, the rear portion scrape flat-topped ridge, the vibrated concrete that will pave carries out compacting and wipes off by scraping flat-topped ridge, guarantees the planeness of spread concrete.
9. console: console is the control centre of entire equipment, is installed in truss top, by control panel, controls the operation of each parts and entire equipment.
The utility model beneficial effect is: adopt high regidity rail and can adjust the straight flat-topped ridge of scraping, guaranteed concrete laying depth and planeness.Because adopted solid flitch, solved the domatic difficult problem that paves and vibrate that concrete (particularly slurries) flows downward, guaranteed concrete compactness, the uniformity, simultaneously, entire equipment paves while walking, and can work continuously, and has improved concrete speading efficient widely.
Description of drawings
The utility model is described in further detail below in conjunction with drawing:
Figure 1 shows that the general arrangement (truss partly illustrates) of the domatic concrete spreader of the utility model
Figure 2 shows that the truss elevational schematic view of the domatic concrete spreader of the utility model
Figure 3 shows that the truss floor map of the domatic concrete spreader of the utility model
Figure 4 shows that the truss generalized section of the domatic concrete spreader of the utility model
Figure 5 shows that the spiral distributor elevational schematic view of the domatic concrete spreader of the utility model
Figure 6 shows that the spiral distributor generalized section of the domatic concrete spreader of the utility model
Figure 7 shows that the spiral distributor end drawing of the domatic concrete spreader of the utility model
Figure 8 shows that the concrete vibrating mechanism elevational schematic view of the domatic concrete spreader of the utility model
Figure 9 shows that the concrete vibrating mechanism generalized section of the domatic concrete spreader of the utility model
What Figure 10 shows that the domatic concrete spreader of the utility model scrapes the flat-topped ridge elevational schematic view
Figure 11 shows that the strickling Liangping face schematic diagram of the domatic concrete spreader of the utility model
What Figure 12 shows that the domatic concrete spreader of the utility model scrapes the flat-topped ridge generalized section
Figure 13 shows that spiral distributor, the concrete vibrating mechanism of the domatic concrete spreader of the utility model and scrape flat-topped ridge installation site schematic diagram
Among the figure: 1 walking track, 2 movable motors, 3 jack 4 walking sprocket wheels, 5 runners, 7 walking dollies, 8 truss, 9 Truss joints, 10 ribbon conveyers, 11 motors, 12 defeated feed bin 13 spiral distributors 14 solid flitch 15 connectors 16 vibrating motors 17 beam 18 sheet 19 that vibrates that vibrates is scraped flat-topped ridge 20 leading screws 21 People's Bank of China ladder 22 consoles 23 hoppers 24 turning cylinders 25 vehicle frames
The specific embodiment:
As shown in Figure 1 the domatic paver of the utility model mainly by: walking track (1), walking dolly (7), truss (8), ribbon conveyer (10), spiral distributor (13), solid flitch (14), concrete vibrating mechanism (16,17,18), scrape flat-topped ridge (19), console several big major parts such as (22) are formed.Wherein:
＜1〉walking track (1) (see figure 1):
Walking track (1) is the orbit of entire equipment, and entire equipment is seated in upper and lower walking track (1), is the basis of guaranteeing construction quality.Walking track (1) in the position and elevation determine by the domatic design lines of engineering, therefore to accurately measure wiring, reduce vertical and horizontal distortion sedimentation simultaneously in the walking process as far as possible.The Combination Welding part is adopted in this practicality walking track (1) bottom, the bottom steel plate has increased track and contact area of ground, reduced the track sedimentation, square tube has increased orbit rigidity, chain is walked in channel-section steel built-in clearance in both sides, has guaranteed that the equipment smooth running evenly reaches synchronism, simultaneously the track merogenesis, connect by the pipe of scurrying in the square tube, made things convenient for and installed and transportation.
＜2〉walking dolly (7) (see figure 1):
Walking dolly (7) follows away track (1) walking, also is the fixing support of entire equipment, drives by movable motor (2) and walks, and on the while walking dolly (7) motor (11) that the power spin distributing device is provided is installed.
1. each walking dolly (7) links to each other with vehicle frame (25) by jack (3), can integral body carry the equipment of falling.
2. walking dolly (7) contacts with walking track (1) respectively with walking sprocket wheel (4) by walking runner (5), and it is steady that assurance is travelled.
＜3〉truss (8) (see Fig. 1, Fig. 2～Fig. 4):
Truss (8) two ends are connecting upper and lower walking dolly (7) by triangle or parallel chord truss joint (9), spiral distributor (13), solid flitch (14), concrete vibrating mechanism (16,17,18) are installed in truss (8) bottom, scrape flat-topped ridge (19) etc.
1. can change the gradient of truss (8) by the shape of adjusting Truss joint (9), make equipment be adapted to different ratios of slope.
2. truss (8) segmentation is continuous can satisfy different work lengths of grade.
3. humanoid ladder (21) is established at truss (8) rear portion.
＜4〉ribbon conveyer (10) (see figure 1):
Ribbon conveyer (10) is installed in walking track (1) and goes up and to link to each other with last walking dolly (7), and effect is that the concrete tank concrete is delivered to the hopper (23) of spiral distributor by belt, and cloth process neutralizing device is walked together.
＜5〉spiral distributor (13) (seeing Fig. 1, Fig. 5～Fig. 7, Figure 13):
Be installed in below the truss (8), top connects concrete hopper (23), is delivered to concrete whole domatic until the end, slope along defeated feed bin (12) by spiral distributor (13).
1. power by spiral distributor turning cylinder (24) be installed in walking dolly (7) and go up motor (11) and provide.
But different work lengths of grade is satisfied in 2. merogenesis combination.
3. can regulate the height of spiral distributor (13) by the jack (3) on the walking dolly (7), satisfy different paving thicknesses.
＜6〉solid flitch (14) (seeing Fig. 1, Figure 13)
For preventing that the concrete (slurries especially wherein) in the paving process from flowing downward along domatic, in spiral distributor (13) bottom, the rear portion installs solid flitch (14) (steel plate) vertical array, along domatic composition compartment one by one, the concrete that restriction has put in place flows downward, because of in the sheet that vibrates (18) yet compartment, concrete in the process of vibrating (slurries especially wherein) can not flow downward along domatic yet simultaneously.
＜7〉concrete vibrating mechanism (16,17,18) (seeing Fig. 1, Fig. 8, Fig. 9, Figure 13):
Concrete vibrating mechanism (16,17,18) mainly comprises the beam that vibrates (17), vibrating motor (16), sheet (18) three parts of vibrating, the beam (17) that vibrates is positioned at truss (8) bottom, spiral distributor (13) rear portion, the beam (17) that vibrates links to each other with truss (8) by connector (15), the beam (17) that vibrates is gone up vibrating motor (16) is installed, the vertical sheet (18) (steel plate) that vibrates of laying under the beam (17) vibrates, the concrete that each sheet that vibrates (18) will be fixed on each compartment vibrates, and guarantees concrete compactness.
＜8〉scrape flat-topped ridge (19) (see Fig. 1, Figure 10～Figure 12):
Be installed under the truss (8), the beam that vibrates (17) rear portion scrape flat-topped ridge (19), link to each other with truss (8) by leading screw (20), the vibrated concrete that will pave carries out compacting and wipes off by scraping flat-topped ridge (19).Scraping flat-topped ridge (19) is the key of control final paving thickness of concrete and planeness, scrapes flat-topped ridge (19) segmentation, scrapes flat-topped ridge (19) bottom by adjusting leading screw (20) with individual section and is adjusted in the same plane.Guarantee the planeness of spread concrete.
＜9〉console (22) (see figure 1):
Console (22) is the control centre of entire equipment, is installed in truss (8) top, by control panel, to instructing walking, lifting, open and close etc. in each position of entire equipment.
The operating procedure of equipment:
1. at first, lay walking track (1) according to engineering design line and elevation bonding apparatus structure.
2. entire equipment is installed on the walking track (1).
3. by regulating the jack (3) on the walking dolly (7), adjust the height of spiral distributor (13), make fabric thickness be higher than design surface 0.5-1cm.
4. adjusting leading screw (20) will scrape flat-topped ridge (19) each section bottom and be adjusted in the same plane same design surface.
5. starting device, concrete material is transported to the hopper (23) of spiral distributor (13) by ribbon conveyer (10), spiral distributor (13) pushes concrete downwards in the compartment one by one that flitch (14) separates admittedly of bottom along domatic, after top compartment is filled up unnecessary material, follow-up material were continued to carry in next compartment until the end, slope, be distributed in the sheet that vibrates (18) in the compartment with concrete jolt ramming, the rear portion scrape flat-topped ridge (19), the face that will pave is wipeed off, guarantee the planeness of the face of paving, entire equipment paves while walking.
Claims (1)
1. domatic concrete spreader mainly by: the walking track (1), walking dolly (7), truss (8), ribbon conveyer (10), spiral distributor (13), Gu flitch (14), concrete vibrating mechanism (16,17,18), scrape flat-topped ridge (19), console (22) nine most of compositions, it is characterized in that entire equipment passes through walking dolly (7) and be seated in, on the following walking track (1), walking dolly (7) contacts with walking track (1) respectively with walking sprocket wheel (4) by walking runner (5), walking dolly (7) links to each other with vehicle frame (25) by jack (3), ribbon conveyer (10) connects the concrete hopper (23) of tank car and spiral distributor (13), truss (8) is connected with walking dolly (7) by Truss joint (9), the anterior spiral distributor (13) of installing in truss (8) bottom, power by spiral distributor turning cylinder (24) be installed in walking dolly (7) and go up motor (11) and provide, in spiral distributor (13) bottom, the rear portion, compartment with solid flitch (14) formation, the beam (17) that vibrates links to each other with truss (8) by connector (17), the beam (17) that vibrates is gone up vibrating motor (16) is installed, the vertical sheet (18) that vibrates of laying under the beam (17) vibrates, the sheet (18) that vibrates gos deep into each compartment, be installed under the truss (8), what vibrate beam (17) rear portion scrapes flat-topped ridge (19), link to each other with truss (8) by leading screw (20), entire equipment walking and work are by console (22) control that is installed on the truss (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201751751U CN201165664Y (en) | 2007-12-11 | 2007-12-11 | Dome concrete spreader |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201751751U CN201165664Y (en) | 2007-12-11 | 2007-12-11 | Dome concrete spreader |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201165664Y true CN201165664Y (en) | 2008-12-17 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201751751U Expired - Fee Related CN201165664Y (en) | 2007-12-11 | 2007-12-11 | Dome concrete spreader |
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| CN (1) | CN201165664Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677631A (en) * | 2012-05-02 | 2012-09-19 | 广东省源天工程公司 | Concrete vibrating equipment and side slope concrete construction method |
| CN105926948A (en) * | 2016-06-17 | 2016-09-07 | 湖南中路华程桥梁科技股份有限公司 | Smart thin-layer reactive powder concrete vibrating and levelling control method and special control system |
| CN105926947A (en) * | 2016-06-17 | 2016-09-07 | 湖南中路华程桥梁科技股份有限公司 | Thin-layer reactive powder concrete vibrating and levelling method and system |
| CN106079029A (en) * | 2016-06-17 | 2016-11-09 | 湖南中路华程桥梁科技股份有限公司 | Suspension type high frequency tamping method and special purpose device |
| CN108487267A (en) * | 2018-06-04 | 2018-09-04 | 山东交通学院 | A kind of roadbed side slope laying device |
| CN109706892A (en) * | 2019-01-09 | 2019-05-03 | 中电建(洛阳)装配式建筑科技有限公司 | A kind of canal bottom coffering machine with the two-way darby mechanism of herringbone |
| CN112962530A (en) * | 2021-02-22 | 2021-06-15 | 季德润 | River course slope protection laying device for hydraulic engineering protection and construction method thereof |
| CN113863218A (en) * | 2021-09-17 | 2021-12-31 | 杜建云 | River levee bank protection slipform device |
| CN114575307A (en) * | 2022-03-31 | 2022-06-03 | 金华市水利水电勘测设计院有限公司 | Ecological environment-friendly river channel restoration method based on geotechnical materials |
-
2007
- 2007-12-11 CN CNU2007201751751U patent/CN201165664Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102677631A (en) * | 2012-05-02 | 2012-09-19 | 广东省源天工程公司 | Concrete vibrating equipment and side slope concrete construction method |
| CN105926948B (en) * | 2016-06-17 | 2019-02-22 | 湖南中路华程桥梁科技股份有限公司 | Thin layer Reactive Powder Concrete, which is vibrated, flattens intelligent control method and dedicated control system |
| CN105926947A (en) * | 2016-06-17 | 2016-09-07 | 湖南中路华程桥梁科技股份有限公司 | Thin-layer reactive powder concrete vibrating and levelling method and system |
| CN106079029A (en) * | 2016-06-17 | 2016-11-09 | 湖南中路华程桥梁科技股份有限公司 | Suspension type high frequency tamping method and special purpose device |
| CN105926947B (en) * | 2016-06-17 | 2019-02-22 | 湖南中路华程桥梁科技股份有限公司 | Thin layer Reactive Powder Concrete is vibrated flatening method and system |
| CN105926948A (en) * | 2016-06-17 | 2016-09-07 | 湖南中路华程桥梁科技股份有限公司 | Smart thin-layer reactive powder concrete vibrating and levelling control method and special control system |
| CN106079029B (en) * | 2016-06-17 | 2019-04-19 | 湖南中路华程桥梁科技股份有限公司 | Suspension type high frequency tamping method and dedicated unit |
| CN108487267A (en) * | 2018-06-04 | 2018-09-04 | 山东交通学院 | A kind of roadbed side slope laying device |
| CN109706892A (en) * | 2019-01-09 | 2019-05-03 | 中电建(洛阳)装配式建筑科技有限公司 | A kind of canal bottom coffering machine with the two-way darby mechanism of herringbone |
| CN112962530A (en) * | 2021-02-22 | 2021-06-15 | 季德润 | River course slope protection laying device for hydraulic engineering protection and construction method thereof |
| CN113863218A (en) * | 2021-09-17 | 2021-12-31 | 杜建云 | River levee bank protection slipform device |
| CN114575307A (en) * | 2022-03-31 | 2022-06-03 | 金华市水利水电勘测设计院有限公司 | Ecological environment-friendly river channel restoration method based on geotechnical materials |
| CN114575307B (en) * | 2022-03-31 | 2023-11-07 | 金华市水利水电勘测设计院有限公司 | Ecological environment-friendly river course restoration method based on geotechnical material |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20081217 Termination date: 20111211 |