CN214459725U - Concrete pouring and shunting device for cable tower - Google Patents

Abstract

The utility model relates to a cable tower field of pouring specifically provides a cable tower concrete placement diverging device. This diverging device includes the support frame, and the top of support frame is equipped with the plummer, and the middle part of plummer is equipped with the slip casting pocket, is equipped with a plurality of diffluence spouts on the slip casting pocket, and every diffluence spout corresponds a guide plate, and in the concrete passed the diffluence spout and enters into corresponding guide plate, be equipped with the shunt in the slip casting pocket, is equipped with the discharge gate on the shunt. This is disclosed carries the concrete to treating the pouring region through the guide plate, can the position of pouring of effective control concrete, and simultaneously, the staff can carry out other work in non-pouring district, increase work efficiency, after one of them treats pouring region and pours the completion, can wait to pour regional concrete towards another, ensure that concrete placement is even, pour the completion after, the concrete breaks away from the guide plate under the action of gravity, avoid the concrete extravagant, and, this kind of pouring mode can not cause the phenomenon of concrete jam, ensure cable tower shaping quality.

Description

Concrete pouring and shunting device for cable tower

Technical Field

The utility model relates to a cable tower field of pouring especially relates to a cable tower concrete placement diverging device.

Background

The cable-stayed bridge is a bridge type which is richest in imagination and conception connotation for more than half a century and attractive, has wide adaptability, mainly comprises a cable tower, a beam body, a bridge deck and inhaul cables, is a bridge for directly pulling the beam body on the cable tower by using a plurality of inhaul cables, and is a structural system formed by combining a pressure-bearing cable tower, the pulled cables and a bending-bearing beam body. Compared with the traditional buttress bridge, the multi-span elastic support continuous beam with the buttress replaced by the guy cable can be considered. The cable-stayed bridge has the advantages that the size of a bridge body is small, and the spanning capacity of the bridge is large; the limit of clearance under the bridge and the elevation of the bridge deck is less; the wind resistance stability is good, and the appearance structure is beautiful, etc. is widely adopted. The traditional cable tower generally adopts a concrete conveying pump to convey concrete, but when the concrete conveying pump is adopted to carry out cable tower concrete pouring, the phenomenon that the concrete pouring stops due to the fact that conveying pipes are easily blocked due to the performance of the concrete is caused, and the concrete pouring is uneven, so that the forming quality of the cable tower is influenced; when a small amount of concrete is poured, the process of adopting the delivery pump is complex, and the delivery pipe is long, so that the concrete is easily wasted.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem or at least partially solve the technical problem, the present disclosure provides a cable tower concrete pouring diverging device.

The utility model provides a cable tower concrete placement diverging device, the loach carrying platform comprises a supporting fram, the top of support frame is equipped with the plummer, the middle part of plummer is equipped with the slip casting pocket, the slip casting pocket is equipped with a plurality of diffluence spouts, every along its circumference direction interval upward the diversion plate that the diffluence spout corresponds, and the concrete passes the diffluence spout enters into correspondingly in the diversion plate, the other end of diversion plate extends and waits to pour the district, be equipped with the shunt in the slip casting pocket, be equipped with the discharge gate on the shunt, through adjusting the position of shunt makes the discharge gate corresponds the difference the diffluence spout.

Optionally, the bottom of plummer is equipped with a plurality of bounding walls, and is a plurality of the bounding wall is kept away from the one end of plummer is passed through the bottom plate and is connected, the bottom plate is with a plurality of the bounding wall encloses into the slip casting pocket, the bounding wall is close to the position of bottom plate is equipped with the diffluence pass, the plummer with the corresponding position of slip casting pocket is equipped with the through-hole.

Optionally, auxiliary plates are arranged on two sides of the guide plate, a guide groove for concrete to flow is formed between the guide plate and the two auxiliary plates, and the guide groove is communicated with the diversion port.

Optionally, the guide plate is hinged to the grouting pocket, so that the guide plate can swing in the horizontal direction.

Optionally, a protective fence is arranged on the periphery of the top of the bearing table.

Optionally, a connection position for connecting with a hoisting device is arranged at the top of the bearing table.

Optionally, the bottom of support frame is equipped with the supporter that is used for placing electrical control unit.

Optionally, the shape of shunt with the shape phase-match of slip casting pocket, when the shunt is in the inside of slip casting pocket, the discharge gate is relative with one of them the position of reposition of redundant personnel mouth.

Optionally, a guide plate is arranged on one side, opposite to the discharge port, of the flow divider, and concrete flows to the discharge port through the guide plate.

Optionally, an end of the guide plate extends beyond the flow divider.

Compared with the prior art, the technical scheme provided by the embodiment of the disclosure has the following advantages:

the utility model discloses set up the slip casting pocket on the plummer, and be equipped with the shunt in the slip casting pocket, make the concrete flow from the diffluence pass of difference through the shunt, and then carry the concrete to waiting to water the region through the guide plate, can effectively control the position of pouring of concrete, and simultaneously, the staff can carry out other work in non-pouring district, increase work efficiency, after one of them waits to water regional pouring completion, can wait to water regional pouring concrete towards another, ensure that concrete pouring is even, pour the completion back, the concrete breaks away from the guide plate under the action of gravity, avoid the concrete extravagant, and, this kind of pouring mode can not cause the phenomenon of concrete blocking, ensure cable tower shaping quality.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present disclosure and together with the description, serve to explain the principles of the disclosure.

In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present disclosure, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

FIG. 1 is a schematic view of a cable tower concrete pouring diverter according to an embodiment of the present disclosure;

FIG. 2 is a schematic view of a top portion of a carrier platform according to an embodiment of the disclosure;

fig. 3 is a schematic view of a flow diverter according to an embodiment of the present disclosure.

Wherein, 10, the supporting frame; 11. a support plate; 12. a column; 13. a first reinforcing column; 14. a second reinforcing column; 20. a bearing table; 21. enclosing plates; 22. a base plate; 23. a hoisting ring; 30. grouting bags; 31. a shunt port; 40. a baffle; 41. an auxiliary plate; 50. a flow divider; 51. a discharge port; 52. a guide plate; 53. a handle; 60. a protective fence; 70. a shelf.

Detailed Description

In order that the above objects, features and advantages of the present disclosure may be more clearly understood, aspects of the present disclosure will be further described below. It should be noted that the embodiments and features of the embodiments of the present disclosure may be combined with each other without conflict.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present disclosure, but the present disclosure may be practiced in other ways than those described herein; it is to be understood that the embodiments disclosed in the specification are only a few embodiments of the present disclosure, and not all embodiments.

As shown in fig. 1, the cable tower concrete pouring shunting device provided by the embodiment of the application comprises a support frame 10, wherein a bearing platform 20 is arranged at the top of the support frame 10, the bearing platform 20 can be used for workers to stand and operate, and further, optimally, in order to ensure the installation of the workers, a protective fence 60 is arranged at the periphery of the top of the bearing platform 20. The support frame 10 is placed on the topmost pouring layer of the cable tower, and then the pouring of the next pouring layer is achieved. Specifically, the support frame 10 includes a support plate 11 for placing on a top casting layer, a plurality of columns 12 are arranged above the support plate 11 along a vertical direction, a bearing platform 20 is arranged on the top of the columns 12, and a first reinforcing column 13 is arranged between the columns 12 and the support plate 11 in order to increase the strength of the support frame 10. In order to save space, a rack 70 for placing electric control equipment may be disposed at the bottom of the support frame 10. Specifically, the shelf 70 is disposed on the supporting plate 11, and the shelf 70 is connected to the pillar 12, thereby increasing the structural strength.

As shown in fig. 2, a grouting bag 30 is disposed in the middle of the plummer 20, and the grouting bag 30 is provided with a plurality of branch ports 31 at intervals along the circumferential direction thereof, wherein the plurality of branch ports 31 may be disposed in the same plane or in different planes, and may be designed according to actual requirements. Each branch flow port 31 corresponds to a guide plate 40, concrete passes through the branch flow port 31 and enters the corresponding guide plate 40, the other end of the guide plate 40 extends to a region to be poured, and the guide plates 40 are not interfered with each other. In some embodiments, the guide plate 40 is provided with auxiliary plates 41 on both sides, a guide groove for concrete to flow is formed between the guide plate 40 and the two auxiliary plates 41, the guide groove is communicated with the diversion port 31, the design is such that concrete can directly flow to the guide plate 40 through the diversion port 31, and the auxiliary plates 41 can prevent the concrete from separating from the guide plate 40. In other embodiments, the diversion trench and the diversion port 31 may be spaced apart from each other, but it is necessary to ensure that the end of the diversion trench covers the position right below the diversion port 31 to prevent the concrete from separating from the diversion trench. Further optimally, a second reinforcing column 14 can be arranged between the deflector 40 and the upright 12, thereby increasing the structural strength.

Referring to fig. 2 and 3, a flow divider 50 is disposed in the grouting bag 30, a discharge port 51 is disposed on the flow divider 50, and the discharge port 51 corresponds to different flow dividing ports 31 by adjusting the position of the flow divider 50. Specifically, the flow divider 50 has a shape matched to the shape of the injection pocket 30, and the discharge hole 51 is positioned opposite to one of the flow dividing ports 31 when the flow divider 50 is positioned inside the injection pocket 30. That is, when the diverter 50 is installed inside the grouting bag 30, the periphery of the diverter 50 is attached to the inner wall of the grouting bag 30 or the gap is very small, so that concrete is prevented from flowing in along the gap between the diverter 50 and the grouting bag 30, and meanwhile, when the grouting bag 30 is polygonal, the position of the diverter 50 can be limited by the design mode, the diverter 50 is prevented from rotating along the circumferential direction under the impact of the concrete, the diversion port 31 is ensured to be always opposite to the discharge port 51, and the pouring effect of the concrete is ensured.

This disclosure sets up slip casting pocket 30 on plummer 20, and be equipped with shunt 50 in the slip casting pocket 30, make the concrete flow from the diffluence pass 31 of difference through shunt 50, and then carry the concrete to waiting to pour the region through guide plate 40, can effectively control the position of pouring of concrete, and simultaneously, the staff can carry out other work in non-pouring area, increase work efficiency, after one of them waits to pour the region and pour the completion, can wait to pour the region and pour the concrete towards another, ensure that concrete placement is even, pour the completion after, the concrete breaks away from guide plate 40 under the action of gravity, avoid concrete extravagant, and, this kind of mode of pouring can not cause the phenomenon of concrete blocking, ensure tower shaping quality.

As shown in fig. 2, a plurality of enclosing plates 21 are arranged at the bottom of the bearing platform 20, one ends of the enclosing plates 21 far away from the bearing platform 20 are connected through a bottom plate 22, the bottom plate 22 and the enclosing plates 21 enclose a grouting bag 30, a shunt opening 31 is arranged at a position of the enclosing plate 21 close to the bottom plate 22, and a through hole is arranged at a position of the bearing platform 20 corresponding to the grouting bag 30. The top of the grouting pocket 30 is opened by providing the through hole, so that the shunt 50 is conveniently installed. The diversion port 31 is arranged at the bottom of the bottom plate 22, so that concrete is prevented from remaining in the grouting bag 30, and further concrete waste is avoided. The design mode of the plurality of enclosing plates 21 is adopted, so that the grouting bag 30 is in a polygonal shape, and the installation and the positioning of the flow divider 50 are convenient. Preferably, there are four skirts 21 so that the concrete can be poured in four directions to ensure complete coverage of the poured layer.

The deflector 40 of this disclosure is articulated with slip casting pocket 30 and is set up for deflector 40 can be followed the horizontal direction swing. The swing of accessible guide plate 40 increases the scope of pouring of concrete, simultaneously, ensures to wait to pour the interior concrete placement of district more even, and this kind of design is applicable to the mode that sets up that guide plate 40 is located the below of diverging port 31, provides certain swing space for guide plate 40. Wherein, can set up two pivots in the vertical direction on slip casting pocket 30, the tip and two pivots of guide plate 40 are articulated, and then realize guide plate 40's swing, in addition, non-vertical direction setting also can be followed to the pivot, only needs guide plate 40 when rotating around the pivot, the tip of guide plate 40 can be followed the horizontal direction swing can. Specifically, the pivot can set up on slip casting pocket 30, perhaps sets up on the installation department of slip casting pocket 30, can set up the installation department in the bottom of slip casting pocket 30, sets up the pivot on the installation department to, need increase the width of guide plate 40, make guide plate 40 when rotating, be in the below of diffluence pass 31 all the time, avoid extravagant concrete.

In some embodiments, the grouting pocket 30 is provided with a driving device for driving the deflector 40 to swing in a horizontal direction. Specifically, drive arrangement can set up on the installation department of slip casting pocket 30, and drive arrangement can be driving motor, and driving motor is used for driving the pivot and rotates, and pivot and guide plate 40 fixed connection to it is articulated with the installation department of slip casting pocket 30, and then drives guide plate 40 swing through driving motor's rotation.

In other embodiments, a pulling position can be arranged on the side surface of the guide plate 40, the pulling position can be connected with a rope, and a worker can change the position of the end part of the guide plate 40 through the pulling rope, so that pouring at different positions is realized, manual control can be performed, and more uniform concrete pouring is ensured.

As shown in fig. 2, the top of the bearing platform 20 is provided with a connection position for connecting with a hoisting device, wherein the connection position may be a hanging ring 23 or a hanging hole, and preferably, the connection position is the hanging ring 23, which facilitates connection with the hoisting device. After pouring the completion on the layer is pour at present, accessible lifting device lifts by crane support frame 10 and removes and places the district, pours the layer shaping at present after, and rethread lifting device places support frame 10 on pouring the layer, and then carries out pouring on next pouring layer.

As shown in fig. 3, a guide plate 52 is disposed on a side of the diverter 50 opposite to the discharge port 51, and concrete flows to the discharge port 51 through the guide plate 52, so that when concrete is poured, the concrete can preferentially contact with the guide plate 52 and flows to the discharge port 51, thereby ensuring continuous discharge of the concrete and uniform pouring of the concrete. Meanwhile, the guide plates 52 can increase the falling range of concrete, thereby increasing the convenience of concrete pouring. Further optimally, to facilitate installation of the flow splitter 50, the ends of the guide plates 52 extend beyond the flow splitter 50. Adopt the weight of this kind of design can increase this side shunt 50, when the staff places shunt 50 in the inside of slip casting pocket 30, deflector 52 one side is the preferred position that falls under the action of gravity, and then make shunt 50 and the inner wall of the relative one side of deflector 52 paste slip casting pocket 30, and then make the position of reposition of redundant personnel mouth 31 and discharge gate 51 relative, be convenient for shunt 50's installation, further optimally, can set up handle 53 on shunt 50, the staff of being convenient for takes out shunt 50 from slip casting pocket 30, change the position direction that falls of shunt 50 in slip casting pocket 30, and then pour the district to pouring that waits that is in the equidirectional not.

It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1. The utility model provides a cable tower concrete placement diverging device, a serial communication port, including support frame (10), the top of support frame (10) is equipped with plummer (20), the middle part of plummer (20) is equipped with slip casting pocket (30), slip casting pocket (30) are equipped with a plurality of diffluence pass (31) along its circumference direction upward interval, every diffluence pass (31) a corresponding guide plate (40), and the concrete passes diffluence pass (31) enter into correspondingly in guide plate (40), the other end of guide plate (40) extends to and treats the district of pouring, be equipped with shunt (50) in slip casting pocket (30), be equipped with discharge gate (51) on shunt (50), through adjusting the position of shunt (50), make discharge gate (51) correspond the difference diffluence pass (31).

2. The cable tower concrete pouring and shunting device according to claim 1, characterized in that a plurality of enclosing plates (21) are arranged at the bottom of the bearing platform (20), one ends of the enclosing plates (21) far away from the bearing platform (20) are connected through a bottom plate (22), the bottom plate (22) and the enclosing plates (21) enclose the grouting pocket (30), the shunting ports (31) are arranged at the positions, close to the bottom plate (22), of the enclosing plates (21), and through holes are arranged at the positions, corresponding to the grouting pocket (30), of the bearing platform (20).

3. The cable tower concrete pouring diverter device according to claim 1, wherein auxiliary plates (41) are arranged on two sides of the deflector plate (40), a diversion trench for concrete to flow is formed between the deflector plate (40) and the two auxiliary plates (41), and the diversion trench is communicated with the diverter opening (31).

4. The cable-tower concrete pouring diverter device according to claim 1, characterized in that said deflector (40) is hinged to said grouting pocket (30) so that said deflector (40) can swing in a horizontal direction.

5. The concrete pouring diverter according to claim 1, characterized in that the top periphery of said platform (20) is provided with a protective fence (60).

6. The cable tower concrete pouring diverter device according to claim 1, characterized in that the top of the load bearing platform (20) is provided with a connection site for connection with a hoisting device.

7. The concrete pouring and shunting device for the cable towers according to claim 1, characterized in that a shelf (70) for placing electric control equipment is arranged at the bottom of the supporting frame (10).

8. The cable-tower concrete pouring diverter device according to claim 1, characterized in that the shape of said diverter (50) matches the shape of said grouting pocket (30), said discharge mouth (51) being opposite to the position of one of said diverter ports (31) when said diverter (50) is inside said grouting pocket (30).

9. The cable-tower concrete pouring diverter device according to claim 1, characterized in that the side of the diverter (50) opposite to the discharge opening (51) is provided with a guide plate (52), and concrete flows to the discharge opening (51) through the guide plate (52).

10. The cable tower concrete pouring diverter device according to claim 9, wherein ends of the guide plates (52) protrude beyond the diverter (50).

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