CN210946709U - Manual paving operation device for channel side slope prefabricated slab - Google Patents
Manual paving operation device for channel side slope prefabricated slab Download PDFInfo
- Publication number
- CN210946709U CN210946709U CN201921121016.2U CN201921121016U CN210946709U CN 210946709 U CN210946709 U CN 210946709U CN 201921121016 U CN201921121016 U CN 201921121016U CN 210946709 U CN210946709 U CN 210946709U
- Authority
- CN
- China
- Prior art keywords
- frame
- side slope
- channel
- channel side
- operation device
- 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.)
- Active
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses an artifical paving operation device of channel side slope prefabricated plate, include: the frame structure is close to the surface layer of the channel side slope; the supporting pad device is arranged below the frame structure and abuts against the surface layer of the side slope channel; and the scaffold wood board is arranged on the frame structure and is used as a foot stepping area when the precast slabs are paved. The artifical laying operation device of channel side slope prefabricated plate adopts the operation device of simple structure to accomplish laying of prefabricated plate, and is applicable to the operation of laying of the domatic more steep regional prefabricated plate.
Description
Technical Field
The utility model relates to a hydraulic channel engineering construction auxiliary assembly facility technical field, concretely relates to artifical paving operation device of channel slope prefabricated plate.
Background
In the existing manual paving operation of channel prefabricated plates, operators mostly directly stand on a side slope base surface for construction, the construction of slow-slope channels is feasible, but the problems of unstable standing, poor safety and low construction efficiency of the operators exist during the construction operation of steep slopes.
For example, the patent document with the chinese utility model patent application No. CN201820324707.1 discloses a slab-type ballastless track-laying machine suitable for a steel truss bridge, which is characterized in that the slab-type ballastless track-laying machine suitable for a steel truss bridge comprises a main longitudinal beam, a middle supporting leg, a front supporting leg, a traveling steel rail and a lifting trolley, wherein the main longitudinal beam comprises two rows of triangular trusses, a middle cross beam and an upper cross beam, the two rows of triangular trusses are arranged in parallel at intervals, the middle cross beam is arranged between the two rows of triangular trusses and fixedly connected, a square steel track is laid at the top of the upper chord of each row of triangular trusses, and the upper cross beam is positioned at the front end of the main longitudinal beam and transversely arranged between the two rows of triangular trusses; the middle supporting leg comprises a wheel box, a middle supporting leg longitudinal beam and 4 steel pipe supporting columns, the wheel box is driven by a motor to travel on a traveling steel rail, the middle supporting leg longitudinal beam is arranged on the box top surface of the wheel box, the 4 steel pipe supporting columns are erected on the middle supporting leg longitudinal beam, and the upper part of each steel pipe supporting column is connected with the triangular truss through a flange and a bolt;
the front supporting leg comprises a front supporting wheel, a spiral top, a jacking jack, a sleeve upright post and a lower cross beam, wherein two front supporting wheels and two spiral tops are arranged on the bottom surface of the lower cross beam; the lifting trolley comprises a longitudinal moving trolley, a transverse moving trolley and 2 winches, wherein the longitudinal moving trolley is driven by a motor to move on a square steel rail of the main longitudinal beam, the transverse moving trolley is positioned on a longitudinal moving trolley, the transverse moving trolley is provided with the 2 winches, and the winches are hoisted by the winches.
The prior art discloses a sleeve rail plate type ballastless track paving machine suitable for a steel truss girder bridge, and the prior art lays an upper sleeve rail plate type ballastless track through a truss structure, a walking steel rail and a lifting trolley, so that the upper sleeve rail plate type ballastless track is laid, but the equipment structure of the ballastless track paving machine is too complex and is not suitable for paving a steep slope area.
Based on the above-mentioned technical problem that prior art exists, the utility model provides an artifical paving operation device of channel side slope prefabricated plate.
SUMMERY OF THE UTILITY MODEL
The utility model provides an artifical laying operation device of channel side slope prefabricated plate, laying operation device adopts the operation device of simple structure to accomplish laying of prefabricated plate, and is applicable to the operation of laying of the domatic more steep regional prefabricated plate.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a manual paving operation device of channel side slope prefabricated plate, includes:
the frame structure is close to the surface layer of the channel side slope;
the supporting pad device is arranged below the frame structure and abuts against the surface layer of the side slope channel;
and the scaffold wood board is arranged on the frame structure and is used as a foot stepping area when the precast slabs are paved.
Further, frame construction includes first frame and second frame, fixed mounting parallel with the channel axis first frame with the third frame and the fourth frame at second frame both ends, first frame sets up the top of channel side slope, the second frame sets up the bottom of channel, wherein, first frame the second frame the third frame with the fourth frame constitutes "mouth" font structure and is close to the frame construction on channel side slope top layer.
Further, the supporting cushion device comprises a first supporting cushion padded at the bottom end above the frame structure, a second supporting cushion padded at the bottom end of the middle section of the frame structure and a third supporting cushion padded at the bottom end below the frame structure.
Further, the scaffold wood board comprises a plurality of wood board units arranged on the third frame and the fourth frame, the wood board units are in lap joint with each other between the third frame and the fourth frame, and the wood board units are horizontally arranged.
Furthermore, triangular supports are fixedly mounted on the third frame and the fourth frame, and the wood board units are lapped on the triangular supports on the third frame and the triangular supports on the fourth frame to be kept horizontal.
Furthermore, the third frame and the fourth frame respectively comprise a first straight section, a first inclined section and a second straight section which are fixedly connected in sequence, the first straight section is close to the straight edge of the top of the channel side slope, the first inclined section is close to the inclined slope surface of the channel side slope, and the second straight section is close to the straight channel at the bottom of the channel side slope.
Further, rolling wheels for driving the working device to move are further mounted below the first flat section and below the second flat section.
Compared with the prior art, the utility model discloses a superior effect lies in:
1. the utility model realizes the laying of the precast slabs by arranging the frame structure, the supporting pad device and the scaffold wood boards in a matching way, has simple structure and is suitable for the laying operation of the precast slabs in a steep slope area;
2. artifical laying operation device of channel side slope prefabricated plate, through the cooperation setting of first straight section, first slope section, the straight section of second and roll wheel, realized laying operation device is in walking on the channel side slope.
3. Artifical paving operation device of channel side slope prefabricated plate, through the cooperation setting of triangular supports and plank unit, realized stable, the horizontally is fixed to the plank unit.
Drawings
FIG. 1 is a front view of a device for manually paving channel slope prefabricated slabs in embodiment 1 of the invention;
fig. 2 is a right side view of the device for manually paving the channel side slope prefabricated slab in the embodiment 1 of the utility model.
In the figure: 1-frame structure, 11-first frame, 12-second frame, 13-third frame, 14-fourth frame, 101-triangular support, 102-first straight section, 103-first inclined section, 104-second straight section, 105-rolling wheel, 2-supporting pad device, 21-first supporting pad, 22-second supporting pad, 23-third supporting pad, 3-scaffold wood board, 31-wood board unit, 4-straight edge, 5-slope surface and 6-straight channel.
Detailed Description
In order to make the above objects, features and advantages of the present invention more clearly understood, the following detailed description of the present invention is made in conjunction with the accompanying drawings and the detailed description, it is to be noted that the features of the embodiments and examples of the present invention may be combined with each other without conflict.
Example 1
As shown in fig. 1-2, a manual paving operation device for channel side slope prefabricated slabs comprises:
the frame structure 1 is close to the surface layer of the channel side slope;
the supporting pad device 2 is arranged below the frame structure 1 and abuts against the surface layer of the side slope channel;
and the scaffold wood board 3 is arranged on the frame structure 1 and is used as a foot treading area when the precast slabs are paved.
Frame construction 1 includes first frame 11 and second frame 12, fixed mounting parallel with the channel axis first frame 11 with third frame 13 and fourth frame 14 at second frame 12 both ends, first frame 11 sets up the top of channel side slope, second frame 12 sets up the bottom of channel, wherein, first frame 11 second frame 12 third frame 13 with fourth frame 14 constitutes "mouth" font structure and supports nearly the frame construction 1 on channel side slope top layer.
In this embodiment, the first frame 11, the second frame 12, the third frame 13 and the fourth frame 14 may all be square steel tubes, the third frame 13 and the fourth frame 14 are overlapped above the first frame 11 and the second frame 12, the first frame 11 and the second frame 12 are fixed below the third frame 13 and the fourth frame 14 by bolts or welding for improving the integrity of the frame structure 1, and the first frame 11 and the second frame 12 may also be only padded below the third frame 13 and the fourth frame 14 and not fixedly connected, so as to facilitate the detachment and installation of the frame structure 1.
The first frame 11, the second frame 12, the third frame 13 and the fourth frame 14 may also be circular steel tubes.
The support cushion device 2 comprises a first support cushion 21 which is arranged at the bottom end above the frame structure 1, a second support cushion 22 which is arranged at the bottom end of the middle section of the frame structure 1, and a third support cushion 23 which is arranged at the bottom end below the frame structure 1.
Scaffold plank 3 is including setting up third frame 13 with a plurality of plank units 31 on the fourth frame 14, plank unit 31 overlap joint is in third frame 13 with between the fourth frame 14, plank unit 31 is the level setting.
The third frame 13 and the fourth frame 14 are fixedly provided with triangular supports 101, and the wood board unit 31 is lapped on the triangular supports 101 on the third frame 13 and the triangular supports 101 on the fourth frame 14 to be kept horizontal.
In this embodiment, triangular supports 101 adopts the angle steel to support, for guaranteeing triangular supports 101's top surface can be the horizontality, according to third frame 13 with fourth frame 14's inclination is measured, and is right again triangular supports 101 carries out the on-the-spot preparation, for guaranteeing good supporting effect, triangular supports 101 is fixed through the welded mode third frame 13 with on fourth frame 14, for guaranteeing plank unit 31 is in firm the connection on the triangular supports 101, be equipped with on triangular supports 101's the top surface with the bolt hole that plank unit 31 link up.
The third frame 13 and the fourth frame 14 both include a first straight section 102, a first inclined section 103 and a second straight section 104 which are fixedly connected in sequence, the first straight section 102 is close to a straight edge 4 at the top of the channel side slope, the first inclined section 103 is close to a slope 5 at which the channel side slope is inclined, and the second straight section 104 is close to a straight channel 6 at the bottom of the channel side slope.
In this embodiment, the rolling wheel 105 is a lifting type rolling wheel, and in the working state of the manual paving operation device for the channel slope precast slab, the rolling wheel 105 is retracted to a height that the total height is lower than the height of the first frame 11 or the second frame 12; when the manual paving operation device for the channel side slope prefabricated slabs is constructed and moved to a working position, the rolling wheels 105 are lifted to a height higher than that of the first frame 11 or the second frame 12, and the rolling wheels 105 are pushed to move the manual paving operation device for the channel side slope prefabricated slabs.
In this embodiment, the rolling wheel 105 is an orientable universal wheel.
The present invention is not limited by the above embodiments, and the description in the above embodiments and the description is only for illustrating the principle of the present invention, without departing from the spirit and scope of the present invention, the present invention can also have various changes and improvements, and these changes and improvements all fall into the scope of the claimed invention. The scope of the invention is defined by the appended claims.
Claims (7)
1. The utility model provides a manual paving operation device of channel side slope prefabricated plate which characterized in that includes:
the frame structure is close to the surface layer of the channel side slope;
the supporting pad device is arranged below the frame structure and abuts against the surface layer of the channel side slope;
and the scaffold wood board is arranged on the frame structure and is used as a foot stepping area when the precast slabs are paved.
2. The manual paving operation device for the channel side slope prefabricated slabs as claimed in claim 1, wherein the frame structure comprises a first frame and a second frame parallel to the axis of the channel, and a third frame and a fourth frame fixedly installed at two ends of the first frame and the second frame, the first frame is arranged at the top end of the channel side slope, the second frame is arranged at the bottom end of the channel, and the first frame, the second frame, the third frame and the fourth frame form a square-shaped structure and approach to the frame structure of the channel side slope surface layer.
3. The manual paving work apparatus for channel slope prefabricated panels according to claim 1, wherein the supporting pad means comprises a first supporting pad padded at the upper bottom end of the frame structure, a second supporting pad padded at the middle bottom end of the frame structure, and a third supporting pad padded at the lower bottom end of the frame structure.
4. The manual paving operation device for the channel slope prefabricated slabs as claimed in claim 2, wherein the scaffold wood slabs comprise a plurality of wood slab units arranged on the third frame and the fourth frame, the wood slab units are overlapped between the third frame and the fourth frame, and the wood slab units are horizontally arranged.
5. The manual paving operation device for the channel slope precast slabs as claimed in claim 4, wherein triangular supports are fixedly installed on the third frame and the fourth frame, and the wood slab unit is overlapped between the triangular supports on the third frame and the triangular supports on the fourth frame to be kept horizontal.
6. The manual paving operation device for the channel side slope precast slabs as claimed in any one of claims 2 and 4 to 5, wherein the third frame and the fourth frame each comprise a first straight section, a first inclined section and a second straight section which are fixedly connected in sequence, the first straight section is close to a straight edge at the top of the channel side slope, the first inclined section is close to a sloping surface at which the channel side slope is inclined, and the second straight section is close to a straight channel at the bottom of the channel side slope.
7. The manual paving operation device of the channel slope prefabricated slab as claimed in claim 6, wherein rolling wheels for driving the operation device to move are further installed below the first flat section and below the second flat section.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921121016.2U CN210946709U (en) | 2019-07-17 | 2019-07-17 | Manual paving operation device for channel side slope prefabricated slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201921121016.2U CN210946709U (en) | 2019-07-17 | 2019-07-17 | Manual paving operation device for channel side slope prefabricated slab |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210946709U true CN210946709U (en) | 2020-07-07 |
Family
ID=71389234
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201921121016.2U Active CN210946709U (en) | 2019-07-17 | 2019-07-17 | Manual paving operation device for channel side slope prefabricated slab |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210946709U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
-
2019
- 2019-07-17 CN CN201921121016.2U patent/CN210946709U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113235621A (en) * | 2021-04-29 | 2021-08-10 | 通号工程局集团有限公司 | Cross sliding type side slope paving machine |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111038940A (en) | Rail mounted is used for hoist and mount traction system of transportation | |
CN212895948U (en) | Curved steel beam pushing system | |
CN111749144A (en) | Movable cast-in-place beam side mold device and using method thereof | |
CN110656570A (en) | Telescopic pedestrian bridge, construction device and construction method | |
CN210946709U (en) | Manual paving operation device for channel side slope prefabricated slab | |
WO2022142193A1 (en) | Construction method for large-span thin-wall concrete sound barrier pouring trolley | |
CN110805305A (en) | Climbing and shifting method for high-rise building | |
CN207498835U (en) | Needle beam combined steel plate beam bridge panel cast-in-place construction sliding form frame system | |
CN112726426A (en) | Novel movable protective shed of bracket and steel pipe column combined gantry type | |
CN112323657A (en) | Integrated prefabricated bridge dismantling machine and prefabricated bridge dismantling method | |
CN207919265U (en) | Suitable for covering rail plate-type ballastless track plate paver on steel truss girder bridge | |
CN112211112A (en) | Steel box girder installation method adopting double-guide-girder erection machine on existing bridge | |
CN114016424B (en) | Self-propelled platform and method suitable for small-angle oblique crossing bridge construction | |
CN211711873U (en) | Rail mounted is used for hoist and mount traction system of transportation | |
CN110626943B (en) | Special chassis of inverted gantry crane for single-line T-beam bridge and mounting method | |
CN113459272A (en) | A construction work platform for prefabricating case roof beam | |
CN210589859U (en) | Movable precast beam concrete cloth construction platform | |
CN211772922U (en) | Translation thrustor for rush repair of railway pier | |
CN109680617B (en) | Bridge strides steel sheet auxiliary regulating apparatus | |
CN108316119B (en) | Steel construction overpass convenient to installation | |
CN108252167A (en) | Suitable for covering rail plate-type ballastless track plate paver on steel truss girder bridge | |
CN217733717U (en) | Manual longitudinal D-shaped temporary girder moving trolley during existing line jacking culvert construction | |
CN212801257U (en) | Movable cast-in-situ beam side mold device | |
CN211772863U (en) | Temporary fixing structure for multilayer municipal interchange ramps | |
CN221523308U (en) | Steel case roof beam construction bearing structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |