CN212563264U - Integral type hydraulic pressure ditch cable duct platform truck - Google Patents
Integral type hydraulic pressure ditch cable duct platform truck Download PDFInfo
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- CN212563264U CN212563264U CN202021372929.4U CN202021372929U CN212563264U CN 212563264 U CN212563264 U CN 212563264U CN 202021372929 U CN202021372929 U CN 202021372929U CN 212563264 U CN212563264 U CN 212563264U
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- hydraulic
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Abstract
An integrated hydraulic ditch cable trough trolley comprises a truss supporting device, a walking device, a template device, a hydraulic device, a supporting platform, a concrete stirring device, a concrete transfer device and a driving device, wherein the template device is arranged on two sides of the truss supporting device; the supporting platforms are fixedly arranged on two sides of the truss supporting device and are positioned above the template device; the concrete stirring device is arranged on the supporting platform; the concrete transfer device is arranged on the supporting platform and is positioned below a discharge port of the concrete stirring device; the driving device is used for driving the concrete transfer device to move along the length direction of the formwork device. The utility model discloses with traditional concrete mixing equipment by the interior operation of tunnel, improve to by the operation of carrying out on the supporting platform, tunnel walking space can be practiced thrift in its make full use of space to can not influence other operation constructions in the tunnel in order to improve tunnel efficiency of construction greatly at the in-process of waiting for the concrete curing.
Description
[ technical field ] A method for producing a semiconductor device
The utility model relates to a building equipment, in particular to integral type hydraulic pressure ditch cable duct platform truck.
[ background of the invention ]
A tunnel ditch cable trough is generally lined by a ditch cable trough trolley; the trolley can advance along the track, the left side and the right side of the trolley are provided with the template devices, during construction, concrete is poured into a feeding port of the template devices, then the concrete is solidified, and demolding is carried out after the concrete is solidified, so that a ditch cable trough can be formed; and then the lining construction of the next section of the ditch cable trough can be carried out.
During waiting for concrete solidification, concrete equipment and constructors for ditch cable trough construction occupy the space of the tunnel in the tunnel, and influence the transportation of equipment and earth and stones for tunnel construction, so that the construction period of tunnel excavation can be prolonged due to the lining construction of the existing ditch cable trough, and therefore, the construction efficiency is improved.
[ Utility model ] content
The utility model aims at solving the above problem, and provide an integral type hydraulic pressure ditch cable duct platform truck that does not occupy the current space in tunnel and can improve tunnel efficiency of construction.
In order to solve the problems, the utility model provides an integrated hydraulic ditch cable trough trolley, which comprises a truss supporting device, a walking device, a template device, a hydraulic device, a supporting platform, a concrete stirring device, a concrete transfer device and a driving device, wherein the walking device is used for driving the truss supporting device to walk along a track; the template devices are arranged on two sides of the truss supporting device; the hydraulic device is connected between the truss supporting device and the template device and used for lifting and translating the template device; the supporting platforms are fixedly arranged on two sides of the truss supporting device and are positioned above the template device; the concrete stirring device is arranged on the supporting platform; the concrete transfer device is arranged on the supporting platform and is positioned below a discharge port of the concrete stirring device; the driving device is used for driving the concrete transfer device to move along the length direction of the template device.
Furthermore, the driving device comprises a track, a sliding block and a driving motor, the track is arranged in parallel and is fixedly arranged on the supporting platform, and the track is parallel to the length direction of the template device; the sliding block is arranged on the track; the driving motor is arranged on the supporting platform and used for driving the sliding block to move along the track.
Furthermore, a through yielding hole is formed in the supporting platform and is positioned between the rails; the concrete transfer device is fixedly connected with the sliding block and is positioned above the yielding hole; the concrete transfer device can move along the direction of the guide rail under the driving of the driving device.
Further, the concrete transfer device is provided with a discharge opening, and the discharge opening is opposite to the through yielding hole.
Furthermore, the material conveying pipe is further included, one end of the material conveying pipe is connected to the discharge opening, and the other end of the material conveying pipe penetrates through the through yielding hole and extends to the template device.
Further, the hydraulic device includes: and the lifting hydraulic rod is vertically connected to the lower surface of the supporting platform, one end of the lifting hydraulic rod is fixedly connected with the supporting platform, and the other end of the lifting hydraulic rod is connected with the template device.
Furthermore, the template device comprises an electric power groove die, a water groove die, a communication groove die and a groove side die which are arranged at intervals, and a first feeding port is formed in the top between the groove side die and the communication groove die; a second feeding port is formed in the top between the communication groove die and the water groove die, and a third feeding port is formed between the water groove die and the electric groove die; the first feeding port, the second feeding port and the third feeding port face the yielding hole.
Further, the hydraulic device includes: and the translation hydraulic rod is connected between the groove side die and the truss support device.
Further, the truss support device comprises longitudinal beams, cross beams and bottom beams, wherein the cross beams are connected between the tops of the longitudinal beams, and the bottom beams are connected between the bottoms of the longitudinal beams; the supporting platform is perpendicular to the longitudinal beam and is fixedly connected with the longitudinal beam; and a diagonal tension beam is arranged between the edge of the supporting platform and the top of the longitudinal beam.
The beneficial contributions of the utility model reside in that, it has effectively solved above-mentioned problem. The utility model discloses an integral type hydraulic pressure ditch cable duct platform truck, with traditional concrete mixing equipment from the operation in the tunnel, improve to carry out the operation by on the supporting platform, its make full use of space can practice thrift tunnel walking space to can not influence other operation constructions in the tunnel in the process of waiting for the concrete curing; in addition, the concrete stirring device is arranged at a high position, the discharging is more convenient, and the concrete transfer device can move along the lining direction, so that the concrete can be poured conveniently. The utility model discloses an integral type hydraulic pressure ditch cable duct platform truck can improve tunnel efficiency of construction greatly, and it has very strong practicality, should widely popularize.
[ description of the drawings ]
Fig. 1 is a schematic plan view of the present invention.
Fig. 2 is a schematic perspective view of the present invention.
The concrete mixing device comprises a truss supporting device 10, longitudinal beams 11, cross beams 12, bottom beams 13, diagonal bracing beams 14, diagonal bracing beams 15, a traveling device 20, a template device 30, an electric power groove die 31, a water groove die, a communication groove die 33, groove side dies 34, a first feeding port 35, a second feeding port 36, a third feeding port 37, a hydraulic device 40, a lifting hydraulic rod 41, a translation hydraulic rod 42, a supporting platform 50, a passing hole 51, a concrete mixing device 60, a concrete transfer device 70, a driving device 80, a rail 81, a sliding block 82 and a material conveying pipe 90.
[ detailed description ] embodiments
The following examples are further to explain and supplement the present invention, and do not constitute any limitation to the present invention.
As shown in fig. 1 and 2, the integrated hydraulic trench cable trough trolley of the present invention includes a truss support device 10, a traveling device 20, a formwork device 30, a hydraulic device 40, a support platform 50, a concrete stirring device 60, a concrete transfer device 70, a driving device 80, and a material conveying pipe 90.
The main points of the utility model reside in that, as shown in fig. 1, fig. 2, set up supporting platform 50 respectively in truss strutting arrangement 10's the left and right sides for supporting platform 50 is located template device 30's top and make full use of space, and concrete mixing device 60 and concrete transfer device 70 set up on supporting platform 50, and its accessible material conveyer pipe 90 directly pours into the pan feeding mouth to template device 30, thereby not only practice thrift the space and do benefit to the tunnel current, can improve the efficiency of pouring of concrete moreover.
As shown in fig. 1 and 2, the truss support device 10 includes longitudinal beams 11, cross beams 12, and bottom beams 13. The bottom beam 13 is used for arranging a walking device 20. The longitudinal beam 11 is vertically arranged, and the bottom end of the longitudinal beam is fixedly connected with the bottom beam 13. A passage space for tunnel construction is formed between the longitudinal beams 11; the cross beam 12 is connected transversely between the tops of the longitudinal beams 11. To enhance the structural stability, a cross brace 14 is typically provided between the longitudinal beams 11 and the transverse beams 12, so that a stable triangular structure is formed among the transverse beams 12, the longitudinal beams 11, and the cross brace 14.
As shown in fig. 1 and 2, the traveling device 20 is provided at the bottom of the truss support device 10, and is typically provided on the bottom beam 13, and drives the entire truss support device 10 to move along a rail 81. The walking device 20 can be a known walking system, and the setting thereof can refer to the known technology, which is not described in detail in this embodiment.
As shown in fig. 1 and 2, the support platforms 50 are fixedly disposed at left and right sides of the truss support device 10 and above the formwork device 30. In other words, a support platform 50 is provided outside each of the left and right side members 11. The support platform 50 is horizontally disposed and is located at the middle position of the longitudinal beam 11.
As shown in fig. 1 and 2, the length of the support platform 50 is identical to the length of the bottom beam 13. For the fixed connection between the support platform 50 and the truss support device 10, reference may be made to the known art. To enhance structural stability, a diagonal tension beam 15 may be provided between the edge of the support platform 50 and the top of the longitudinal beams 11 to construct a triangular structure, thereby improving the reliability of the connection between the support platform 50 and the truss support device 10.
As shown in fig. 1 and 2, the support platform 50 is provided with a passage hole 51. The access holes 51 are used for discharging concrete toward the lower formwork device 30. The passing hole 51 is arranged along the length direction of the supporting platform 50, namely the traveling direction of the trolley. The length of the access hole 51 is less than the length of the support platform 50. In this embodiment, the passing hole 51 is a rectangular hole.
As shown in fig. 1 and 2, the driving device 80 is used for driving the concrete transfer device 70 to move along the length direction of the formwork device 30, so as to facilitate the concrete pouring along the direction of the formwork device 30.
As shown in fig. 1 and 2, the driving device 80 includes a rail 81, a slider 82, and a driving motor (not shown). The rails 81 are disposed on two sides of the through hole 51, and are parallel to each other. The rails 81 are parallel to the bottom beams 13. In other words, the rail 81 is provided along the traveling direction of the carriage. The rail 81 may be a known rail 81.
As shown in fig. 1 and 2, the sliding block 82 is disposed on the track 81 in a limited manner. The driving motor is in driving connection with the sliding block 82, and the sliding block 82 can move along the length direction of the track 81 under the driving of the driving motor. The sliding block 82 and the driving motor can be both selected from known devices, the setting of the sliding block can refer to the known technology, the application of the sliding block in the field of mechanical devices is very wide, and the detailed description is omitted in this embodiment.
As shown in fig. 1 and 2, the concrete transfer device 70 can be used for collecting the mixed concrete, and the concrete transfer device can accommodate the concrete with a capacity that can be used for lining a trench. The concrete transfer device 70 may be a known concrete discharge hopper, and a discharge opening is formed at the bottom thereof. The discharge opening is opposite to the through yielding hole 51. When the discharge opening is opened, the concrete in the concrete transfer device 70 is discharged through the discharge opening. The structure of the discharge opening can refer to the known technology.
As shown in fig. 1 and 2, since the length of the trench is long during lining construction, the bottom of the concrete transfer device 70 is fixedly connected to the sliding block 82 to facilitate concrete pouring. When the slide block 82 is moved in the rail direction by the driving device 80, the concrete transfer device 70 may be moved in the rail direction. Thus, concrete is supplied in the direction of lining construction.
As shown in fig. 1 and 2, the concrete mixer 60 is used for mixing concrete and is disposed on the support platform 50. The concrete mixing device 60 is erected above the concrete transfer device 70, and a discharge port of the concrete mixing device 60 corresponds to the concrete transfer device 70. In other words, the concrete transferring device 70 can move to the position below the discharge port of the concrete mixing device 60 to receive the mixed concrete from the concrete mixing device 60. The concrete mixer 60 may be a known mixer, which is fixed to the support platform 50.
To enhance safety, guard rails (not shown) may be provided on the support platform 50, for example, guard rails may be provided around the rails 81 to prevent personnel from falling. The guard rail may be provided by referring to a known technology.
As shown in fig. 1 and 2, in order to conveniently guide the concrete discharged from the concrete transfer device 70 into the formwork device 30, a material conveying pipe 90 is connected to a discharge port of the concrete transfer device 70. One end of the material conveying pipe 90 is connected to the discharge opening, and the other end thereof passes through the access hole 51 to be perpendicular to the template device 30. Thus, the operator can align the outlet of the material delivery tube 90 with the inlet of the formwork apparatus 30 to pour concrete into the trench-lined raceway cable trough of the formwork apparatus 30.
The material conveying pipe 90 may be a known circular pipe, which can convey concrete and has a certain bending capability, thereby facilitating the operation of the operator.
As shown in fig. 1 and 2, the formwork assembly 30 is used for lining a standard-sized cable trench, and includes a power trench mold 31, a trench mold 32, a communication trench mold 33, and trench side molds 34, which are spaced apart from each other. The shapes and specifications of the power groove die 31, the water groove die 32, the communication groove die 33 and the groove side die 34 can be set according to standard requirements.
As shown in fig. 1 and 2, a first feeding port 35 is arranged at the top between the groove side die and the communication groove die 33;
as shown in fig. 1 and 2, a second feeding port 36 is arranged at the top between the communication channel die and the water channel die 32;
as shown in fig. 1 and 2, a third material inlet 37 is provided between the water channel die 32 and the electric channel die 31;
when the outlet of the material conveying pipe 90 is aligned with the first inlet 35, the second inlet 36 or the third inlet 37, as shown in fig. 1 and 2, concrete is poured into the formwork device 30 to line the corresponding trench.
As shown in fig. 1 and 2, the hydraulic device 40 is used to lift and translate the formwork device 30, and is connected between the truss support device 10 and the formwork device 30.
As shown in fig. 1 and 2, the hydraulic device 40 includes a lifting hydraulic rod 41 and a horizontal hydraulic rod 42.
The lifting hydraulic rod 41 is vertically connected to the lower surface of the supporting platform 50, one end of the lifting hydraulic rod is fixedly connected to the supporting platform 50, and the other end of the lifting hydraulic rod is connected to the template device 30. Driven by the lifting hydraulic rod 41, the template device 30 can be lifted in the vertical direction to facilitate demoulding.
The translational hydraulic rod 42 is connected between the groove side die 34 and the longitudinal beam 11, and the groove side die 34 can be translated along the horizontal direction under the driving of the translational hydraulic rod 42.
The lifting hydraulic rod 41 and the horizontal hydraulic rod 42 can be selected from known hydraulic rods, and the control mode can refer to the known technology.
In addition, to facilitate the work of the worker on the supporting platform 50, ladder stands (not shown) may be provided at both ends of the cart, and the arrangement of the ladder stands may refer to the known art.
By this, as shown in fig. 1 and fig. 2, the utility model discloses an integral type hydraulic pressure ditch cable duct platform truck has just been formed: the left side and the right side of the longitudinal beam 11 are respectively provided with a supporting platform 50, the supporting platform 50 is provided with a concrete stirring device 60 and a concrete transfer device 70, and the concrete stirring process can be carried out on the supporting platform 50; the well-stirred concrete can fall into the concrete transfer device 70, the concrete transfer device 70 can move along the lining direction, and the concrete can be conveyed to the template device 30 at the required position through the material conveying pipe 90, so that the occupied space of the tunnel can be reduced, the pouring of the concrete can be facilitated, and the overall construction efficiency is improved.
When the concrete mixer is used, the concrete mixer 60 is used for mixing the materials to form the required concrete material. After the mixing, the concrete transfer device 70 is controlled to move to the position below the discharge port of the concrete mixing device 60, and then the concrete mixing device 60 discharges the mixed concrete to make the mixed concrete fall into the concrete transfer device 70. After the concrete transfer device 70 is filled with concrete, the discharge port of the concrete mixing device 60 is closed, and then the concrete transfer device 70 is controlled to move along the track 81 direction, and the discharge port is opened for discharging. An operator below the support platform 50 may then grasp the material transfer tube 90 to cause concrete to be poured into an inlet port of the formwork apparatus 30, such as the first inlet port 35. During pouring, the concrete transfer device 70 is moved along with the concrete, and the concrete is gradually poured from one end of the feeding port to the other end of the feeding port; after the concrete in the concrete transferring device 70 is used up or the current trench is filled, the concrete transferring device 70 is controlled to return and move to the position below the discharge port of the concrete stirring device 60, and new concrete is transported or another trench is prepared to be lined.
The utility model discloses an integral type hydraulic pressure ditch cable duct platform truck, it improves traditional concrete mixing equipment from the operation in the tunnel to by the operation of supporting platform 50, and its make full use of space can practice thrift the tunnel walking space to can not influence other operation constructions in the tunnel in the process of waiting for the concrete curing; in addition, the concrete mixing device 60 is arranged at a high position, the discharging is more convenient, and the concrete transfer device 70 can move along the lining direction, so that the concrete can be poured conveniently. The utility model discloses an integral type hydraulic pressure ditch cable duct platform truck can improve tunnel efficiency of construction greatly, and it has very strong practicality, should widely popularize.
While the invention has been described with reference to the above embodiments, the scope of the invention is not limited thereto, and the above components may be replaced with similar or equivalent elements known to those skilled in the art without departing from the concept of the invention.
Claims (9)
1. The utility model provides an integral type hydraulic pressure ditch cable duct platform truck, it includes:
a truss support device (10),
the walking device (20) is used for driving the truss support device (10) to walk along the track (81);
the template device (30) is arranged on two sides of the truss support device (10);
a hydraulic device (40) connected between the truss support device (10) and the template device (30) for lifting and translating the template device (30);
it is characterized in that it also comprises:
the supporting platform (50) is fixedly arranged on two sides of the truss supporting device (10) and is positioned above the template device (30);
the concrete stirring device (60) is arranged on the supporting platform (50);
the concrete transfer device (70) is arranged on the supporting platform (50) and is positioned below a discharge hole of the concrete stirring device (60);
and the driving device (80) is used for driving the concrete transfer device (70) to move along the length direction of the template device (30).
2. The integrated hydraulic gutter cable trough trolley according to claim 1, characterized in that the driving means (80) comprises:
the parallel rails (81) are fixedly arranged on the supporting platform (50) and are parallel to the length direction of the template device (30);
a slider (82) provided on the rail (81);
the driving motor is arranged on the supporting platform (50) and used for driving the sliding block (82) to move along a track (81).
3. The integrated hydraulic trench cable trough carriage of claim 2,
through holes (51) are formed in the supporting platform (50), and the through holes (51) are located between the rails (81);
the concrete transfer device (70) is fixedly connected with the sliding block (82) and is positioned above the yielding hole (51);
the concrete transfer device (70) can move along the direction of the guide rail under the driving of the driving device (80).
4. The integrated hydraulic trench cable trough trolley of claim 3, wherein the concrete transfer device (70) is provided with a discharge opening, and the discharge opening faces the access hole (51).
5. The integrated hydraulic trench cable trough trolley of claim 4 further comprising:
and one end of the material conveying pipe (90) is connected to the discharge port, and the other end of the material conveying pipe penetrates through the through hole (51) and extends to the template device (30).
6. The integrated hydraulic gutter cable trough trolley according to claim 5, characterized in that the hydraulic means (40) comprises:
and the lifting hydraulic rod (41) is vertically connected to the lower surface of the supporting platform (50), one end of the lifting hydraulic rod is fixedly connected with the supporting platform (50), and the other end of the lifting hydraulic rod is connected with the template device (30).
7. The integrated hydraulic gutter cable trough trolley according to claim 6, wherein the formwork arrangement (30) comprises a power gutter mould (31), a gutter mould (32), a communication gutter mould (33) and a gutter side mould (34) which are arranged at intervals, and a first feeding port (35) is arranged at the top between the gutter side mould (34) and the communication gutter mould (33); a second feeding port (36) is formed in the top between the communication groove die and the water groove die (32), and a third feeding port (37) is formed between the water groove die (32) and the electric groove die (31);
first pan feeding mouth (35), second pan feeding mouth (36), third pan feeding mouth (37) face let hole (51).
8. The integrated hydraulic gutter cable trough trolley according to claim 7, characterized in that the hydraulic means (40) comprises:
a translating hydraulic rod (42) connected between the grooved side-form (34) and the truss support apparatus (10).
9. The integrated hydraulic trench cable trough trolley of claim 8, wherein:
the truss support device (10) comprises longitudinal beams (11), cross beams (12) and bottom beams (13), wherein the cross beams (12) are connected between the tops of the longitudinal beams (11), and the bottom beams (13) are connected between the bottoms of the longitudinal beams (11);
the supporting platform (50) is perpendicular to the longitudinal beam (11) and is fixedly connected with the longitudinal beam (11);
and a diagonal tension beam (15) is arranged between the edge of the supporting platform (50) and the top of the longitudinal beam (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021372929.4U CN212563264U (en) | 2020-07-14 | 2020-07-14 | Integral type hydraulic pressure ditch cable duct platform truck |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021372929.4U CN212563264U (en) | 2020-07-14 | 2020-07-14 | Integral type hydraulic pressure ditch cable duct platform truck |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212563264U true CN212563264U (en) | 2021-02-19 |
Family
ID=74621275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021372929.4U Expired - Fee Related CN212563264U (en) | 2020-07-14 | 2020-07-14 | Integral type hydraulic pressure ditch cable duct platform truck |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212563264U (en) |
-
2020
- 2020-07-14 CN CN202021372929.4U patent/CN212563264U/en not_active Expired - Fee Related
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210219 |
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| CF01 | Termination of patent right due to non-payment of annual fee |