Concrete pouring auxiliary equipment

Abstract

The utility model provides auxiliary equipment for concrete pouring, which relates to the technical field of road construction and comprises a first section chute and a second section chute. The first-section chute is movably supported by a first supporting structure, and one end of the first-section chute is suspended; the second-section chute is movably supported by a second supporting structure, and one end of the second-section chute is suspended; the suspended end of the first section of chute can be detachably spliced with the suspended end of the second section of chute, and the span between the first supporting structure and the second supporting structure after splicing is larger than the width of an isolation belt of a construction road. When the chute is blocked by a street lamp pole during moving, splicing of the two sections of chutes can be removed firstly, then the first section of chute and the second section of chute are moved respectively, the chute body supporting structure can easily avoid the street lamp pole without crossing over or passing through an isolation belt which is basically constructed in the moving process, complex disassembly and assembly operation and strenuous carrying action are avoided in the whole process, and the practicability is high. The moving workload is small and the construction efficiency is high.

Description

Technical Field

[0001] This utility model relates to the field of road construction technology, and more specifically, to an auxiliary device for concrete pouring. Background Technology

[0002] Urban roads include motor vehicle lanes, non-motor vehicle lanes, and sidewalks. A median strip is typically installed between the motor vehicle lanes and non-motor vehicle lanes to separate traffic flow. This median strip is usually planted with greenery to beautify the urban environment and purify the air. Streetlights are also often installed within the median strip. During urban road construction, the sidewalk construction usually lags behind the median strip construction. There are situations where the sidewalk concrete subbase has not yet been poured, but the curb stones, soil layers, and streetlights of the median strip have already been completed. Because non-motor vehicle lanes are generally narrow, concrete mixer trucks cannot enter them and must park in the middle of the motor vehicle lanes. Therefore, the pouring of the sidewalk concrete subbase must be done using chutes to transport concrete from the top of the motor vehicle lanes, across the median strip and non-motor vehicle lanes, all the way to the sidewalk lanes.

[0003] Due to the short conveying distance, the chutes currently used in actual construction are mostly single-piece structures with support legs at both ends. However, as the pouring progresses, the chutes need to be moved along the road. When the chutes encounter obstacles such as streetlight poles, the chutes and their support structures need to be disassembled and reinstalled on the other side of the streetlight pole, or the entire chutes need to be moved to the other side of the streetlight pole for rearrangement. With a large number of streetlight poles, the workload of moving the chutes is substantial, seriously affecting construction efficiency. Utility Model Content

[0004] The problem solved by this invention is how to reduce the workload when the chute encounters street light poles during its movement, thereby improving construction efficiency.

[0005] To solve the above problems, this utility model provides a concrete pouring auxiliary device, including a first chute and a second chute; the first chute is movably supported by a first support structure and one end is suspended; the second chute is movably supported by a second support structure and one end is suspended; the suspended end of the first chute and the suspended end of the second chute are detachably spliced ​​together, and after splicing, the span between the first support structure and the second support structure is greater than the width of the isolation strip of the construction road.

[0006] In the aforementioned concrete pouring auxiliary equipment, by allowing the joint of the first and second chutes to cross the isolation zone, when the entire chute assembly encounters a streetlight pole as an obstacle, the joint of the two chutes can be disassembled first, and then the first and second chutes can be moved separately. During the movement, the chute support structure does not need to cross or pass through the isolation zone that has been basically completed, thus easily avoiding the streetlight pole. After both chutes have been moved to the other side of the streetlight pole, they can be reassembled for pouring. The entire process involves no complicated disassembly or assembly operations or laborious handling, resulting in minimal moving work and high construction efficiency.

[0007] Furthermore, since the first and second support structures are located on opposite sides of the median strip, moving both sections of the chute after disassembly is relatively convenient and labor-saving. If the first support structure is located on the completed motor vehicle lane, the smooth surface and ample space of the lane will make moving the first section of the chute even easier. The connection between the first and second chute sections is a detachable structure, allowing for easy assembly and disassembly, as well as facilitating replacement, maintenance, and transportation.

[0008] Optionally, the first chute section is higher than the second chute section; the first chute section can extend from the top of the traffic lane to the top of the median strip; the second chute section can extend from the top of the median strip to the top of the sidewalk. This allows the assembled chute to extend from the top of the traffic lane to the top of the sidewalk, and the spliced ​​part can be located at the top of the median strip.

[0009] Optionally, the first chute is omnidirectionally supported by the first support structure, and the second chute is omnidirectionally supported by the second support structure, so that both the first and second chutes can be flexibly moved and adjusted in multiple directions, further improving the ease of movement.

[0010] Optionally, the first chute and / or the second chute are telescopic troughs, and the maximum horizontal length that the two chutes can be shortened in total is not less than the width of the street light pole in the isolation zone.

[0011] During construction, by aligning the spliced ​​parts with the location of the street light pole, when the entire chute splicing system encounters an obstruction from the street light pole, the splicing of the first and second chute sections can be disassembled. The suspended ends of the first and / or second chute sections can then be easily retracted to create the necessary gap for passing the street light pole. This eliminates the need to move the two chute sections to the sides to avoid the street light pole, further reducing workload and saving time.

[0012] Optionally, the suspended end of the first chute is the discharge port end. The first chute includes a first main chute and a first telescopic chute. The first telescopic chute is sleeved on the outside of the first main chute and slides in cooperation with the first main chute.

[0013] By providing an extendable and retractable first-section telescopic chute at one end of the first main chute, the first chute forms a telescopic, suspended end. The first telescopic chute retracts or extends from the bottom of the first main chute, changing the length of the first chute. Furthermore, the first telescopic chute is positioned at the bottom of the first main chute to prevent material from getting stuck in the gap between the two sections.

[0014] Optionally, a first slide rail is provided on each of the two outer sidewalls at one end of the first main channel, and the first slide rail is slidably adapted to a first slide groove on the inner sidewall of the first telescopic channel. Telescopic movement is achieved through the cooperation of the slide groove and the slide rail, making adjustment easy.

[0015] Optionally, the suspended end of the second chute is the feed inlet end. The second chute includes a second main chute and a second telescopic chute. The second telescopic chute is sleeved outside the second telescopic chute and slides in cooperation with the second telescopic chute.

[0016] By providing an extendable and retractable second telescopic chute at one end of the second main chute, the second chute forms a retractable suspended end. This second telescopic chute can move at one end of the second main chute, retracting or extending within its cavity, thereby changing the length of the second chute. Furthermore, the second telescopic chute's placement within the cavity of the second main chute prevents material from getting trapped in the gap between them.

[0017] Optionally, a second slide rail is provided on each of the two inner sidewalls at one end of the second main groove, and the second slide rail is slidably adapted to the second slide groove on the outer sidewall of the second telescopic groove.

[0018] Optionally, both the first support structure and the second support structure include a leg structure, wherein the leg structure includes two support legs spaced apart and a first cross brace disposed between the two support legs, and the upper parts of the two support legs of the same support structure are inclined and bent towards each other to form a figure-eight shape; and a roller is provided at the bottom end of each support leg.

[0019] Both the first and second support structures include leg structures, resulting in a simple overall structure that is easy to manufacture. The tops of the support legs are arranged in a V-shape to form inclined supports, improving the chute's resistance to lateral tilting.

[0020] Optionally, both the first and second support structures are equipped with counterweights to prevent overturning. By setting counterweights, the suspended ends of the first and second chutes can remain stable when bearing the concrete flow.

[0021] Optionally, the first support structure includes two leg structures disposed at the non-suspended end of the first chute section, a plurality of second cross braces disposed between the two leg structures, and a plurality of first diagonal braces disposed between one of the leg structures and the first chute section.

[0022] Optionally, the second support structure includes two support leg structures disposed at the non-suspended end and the middle of the second chute section, and also includes a plurality of second diagonal braces disposed between the second chute section body and the support leg structures.

[0023] The beneficial effects of this utility model of concrete pouring auxiliary equipment are: during road construction, the chute can be moved conveniently and quickly from one side of the light pole to the other without complicated disassembly and assembly operations or laborious handling, resulting in less moving work and higher construction efficiency; the entire equipment has a simple structure, is easy to manufacture, and is convenient to use and transport. Attached Figure Description

[0024] Figure 1 This is a schematic diagram showing the arrangement of this utility model on the construction road during its use.

[0025] Figure 2 This is a schematic diagram of the retractable structure of the suspended end of the first chute of this utility model.

[0026] Figure 3 This is a schematic diagram of the telescopic structure of the suspended end of the second chute of this utility model.

[0027] Figure 4 This is a schematic diagram of the support leg structure of this utility model.

[0028] Explanation of reference numerals in the attached figures:

[0029] 1. First chute section; 11. First main chute section; 12. First expansion chute section; 13. First slide rail; 14. First chute section; 2. Second chute section; 21. Second main chute section; 22. Second expansion chute section; 23. Second slide rail; 24. Second chute section; 3. Support leg structure; 31. Support leg; 311. Inclined section; 312. Vertical section; 32. First horizontal brace; 33. Roller; 41. Second horizontal brace; 42. First diagonal brace; 43. Second diagonal brace; 51. Motor vehicle lane; 52. Median strip; 53. Non-motorized vehicle lane; 54. Sidewalk; 55. Streetlight pole. Detailed Implementation

[0030] To make the above-mentioned objects, features, and advantages of this utility model more apparent and understandable, specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings. Although some embodiments of this utility model are shown in the drawings, it should be understood that this utility model can be implemented in various forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided to provide a more thorough and complete understanding of this utility model. It should be understood that the drawings and embodiments of this utility model are for illustrative purposes only and are not intended to limit the scope of protection of this utility model.

[0031] The term "comprising" and its variations as used herein are open-ended, meaning "including but not limited to"; the term "based on" means "at least partially based on"; the term "one embodiment" means "at least one embodiment"; the term "another embodiment" means "at least one additional embodiment"; the term "some embodiments" means "at least some embodiments"; and the term "optionally" means "optional embodiments". Definitions of other terms will be given in the following description. It should be noted that the concepts of "first," "second," etc., mentioned in this utility model are only used to distinguish different devices, modules, or units, and are not used to limit the order of functions performed by these devices, modules, or units or their interdependencies.

[0032] It should be noted that the terms "one" and "multiple" used in this utility model are illustrative rather than restrictive. Those skilled in the art should understand that, unless otherwise expressly indicated in the context, they should be understood as "one or more".

[0033] like Figure 1-4 As shown in the figure, the concrete pouring auxiliary equipment provided by this utility model includes a first chute 1 and a second chute 2; the first chute 1 is movably supported by a first support structure and one end is suspended; the second chute 2 is movably supported by a second support structure and one end is suspended; the suspended end of the first chute 1 and the suspended end of the second chute 2 can be detachably spliced, and after splicing, the span between the first support structure and the second support structure is greater than the width of the isolation strip 52 of the construction road.

[0034] When pouring concrete for the sidewalk 54, the first and second support structures are arranged on both sides of the isolation strip 52, so that the span or distance between them is greater than the width of the isolation strip 52. Then, the suspended ends of the first chute 1 and the second chute 2 are spliced ​​together to form a chute for conveying concrete, and the splice crosses the isolation strip 52, so as to guide the concrete output from the concrete truck on the motor vehicle lane 51 to the sidewalk 54 for pouring.

[0035] When it is necessary to move the chute, if there are no obstacles such as street light poles 55 blocking the way, the two chute sections can be moved directly as a whole by pushing them together. If there are obstacles such as street light poles 55 blocking the way, the two chute sections can be disassembled first, and then the first chute section 1 and the second chute section 2 can be moved separately. Since the first support structure and the second support structure are both movable support structures and are located on both sides of the isolation zone 52, the support structures will not pass through the isolation zone 52 during the movement. Therefore, the movement is convenient and can easily avoid the street light poles 55. After both chute sections are moved to the other side of the street light poles 55, they can be reassembled for pouring. The whole process does not involve complicated disassembly and assembly operations or laborious handling. The amount of moving work is small and the construction efficiency is high.

[0036] like Figure 1 As shown, an example is taken where the first chute 1 is higher than the second chute 2. The first chute 1 can extend from the top of the motor vehicle lane 51 to the top of the median strip 52; the second chute 2 can extend from the top of the median strip 52 to the top of the sidewalk 54; so that the spliced ​​whole chute can extend from the top of the motor vehicle lane 51 to the top of the sidewalk 54, and the splicing part can be located at the top of the median strip 52. In addition, the first support structure is arranged on the flat motor vehicle lane 51 and can move freely; the second support structure is supported on the non-motor vehicle lane 53 and the unpaved sidewalk 54, and can also move freely.

[0037] The aforementioned movable support refers to a support structure that not only provides support but also moves together with the supported component after being supported. For example, the first chute 1 is movablely supported by the first support structure, meaning that the first chute 1 is supported and erected by the first support structure, and the first support structure and the first chute 1 as a whole can move on the support surface, such as the ground. To improve the ease of movement, the first chute 1 can be designed to be omnidirectionally movable by the first support structure, allowing the first chute 1 to flexibly move and adjust its position in multiple directions. Similarly, the second chute 2 can also be designed to be omnidirectionally movable by the second support structure.

[0038] Since the first chute 1 and the second chute 2 need to be continuously spliced ​​and detached during use, the splicing of the first chute 1 and the second chute 2 is a detachable structure to facilitate splicing and detachment operations. In actual production and daily life, multi-segment spliced ​​chute structures are usually detachable, not only for ease of use but also for convenient replacement, maintenance, and transportation. There are many ways to implement a detachable splicing structure. For example, bolt holes can be pre-drilled at the bottom of the splicing ends of the two chutes to bolt the upstream and downstream chutes together; alternatively, the downstream chute can be designed to be slightly larger than the upstream chute, allowing the upstream chute to extend into the downstream chute for storage. Of course, bolt holes can also be pre-drilled at the bottom of the chutes for easy connection.

[0039] To further improve the efficiency of moving the chute from one side of the streetlight pole 55 to the other, such as... Figure 1-3 As shown, the first chute 1 and / or the second chute 2 are telescopic chutes, and the maximum horizontal length that the two chutes can be shortened in total is not less than the width of the street light pole 55 of the median strip 52. Specifically, the telescopic sections of the first chute 1 and / or the second chute 2 are both located at the suspended ends.

[0040] During construction, the splicing section is first located at the top of the isolation strip 52. Secondly, the splicing section must be aligned with the position of the streetlight pole 55 along the direction of movement. This way, when the entire moving chute encounters an obstacle from the streetlight pole 55, after releasing the splicing of the first chute section 1 and the second chute section 2, the suspended ends of the first chute section 1 and / or the second chute section 2 can be easily retracted, directly creating the necessary gap to pass through the streetlight pole 55. This eliminates the need to move the two chute sections to the sides to avoid the streetlight pole 55, further reducing workload and saving time. Note that both the first chute section 1 and the second chute section 2 are in their longest possible position when spliced.

[0041] The above-mentioned method of forming a gap to avoid the street light pole 55 by shrinking the trough at the splicing point can be achieved in three ways: ① The first chute 1 is a retractable trough, and the second chute 2 is not a retractable trough; ② The first chute 1 is not a retractable trough, and the second chute 2 is a retractable trough; ③ Both the first chute 1 and the second chute 2 are retractable troughs.

[0042] First, let's introduce the first scenario. For example... Figure 2 As shown, the suspended end of the first chute 1 is the discharge port end. The first chute 1 includes a first main chute 11 and a first telescopic chute 12. The first telescopic chute 12 is sleeved on the outside of the first main chute 11 and slides in cooperation with the first main chute 11.

[0043] The first telescopic chute 12 can move at one end of the first main chute 11, retracting or extending from the bottom of the first main chute 11, thereby changing the length of the first chute 1 and giving the first chute 1 a telescopic suspended end. The first telescopic chute 12 is arranged at the bottom of the first main chute 11 in a nested arrangement, which can prevent the discharge material from getting stuck in the gap between the two.

[0044] It should also be noted that during assembly, the first expansion groove 12 extends to its furthest position to ensure full utilization of the structural performance, and nests against the inner wall of the inlet end (suspended end) of the second chute 2, effectively preventing material from being trapped in gaps. The nested overlapping part can be fixedly connected by screws or other means, or there can be no fixed connection structure, as long as the overlap is stable and meets the load-bearing requirements. When the first expansion groove 12 retracts to its maximum position, it will be completely hidden at the bottom of the first main chute 11.

[0045] There are many ways to implement the expansion and contraction of the first expansion groove 12 on the first main groove 11, such as... Figure 2 As shown, a feasible structure is presented. First slide rails 13 are provided on both outer side walls at one end of the first main groove 11. The first slide rails 13 are slidably adapted to the first slide grooves 14 on the inner side wall of the first telescopic groove 12. The cooperation between the slide grooves and slide rails enables extension and retraction, and adjustment is easy. Furthermore, a limiting structure can be provided on the first main groove 11 to lock the first telescopic groove 12 when it extends or retracts to its maximum state. For example, the limiting structure could be a positioning pin, a fastening bolt, etc., locking the two together to prevent relative sliding.

[0046] Secondly, the second scenario will be introduced. For example... Figure 3 As shown, the suspended end of the second chute 2 is the feed inlet end. The second chute 2 includes a second main chute 21 and a second telescopic chute 22. The second main chute 21 is sleeved outside the second telescopic chute 22 and slides in cooperation with the second telescopic chute 22.

[0047] The second telescopic chute 22 can move at one end of the second main chute 21, retracting or extending from the cavity of the second main chute 21, thereby changing the channel length of the second chute 2 and giving the second chute 2 a telescopic overhang. In addition, the second telescopic chute 22 is arranged inside the cavity of the second main chute 21, which can prevent the feed material from getting stuck in the gap between the two.

[0048] It should also be noted that during assembly, the second expansion groove 22 extends to its furthest position and nests against the outer wall of the discharge end (suspended end) of the first chute 1, effectively preventing material from being trapped in gaps. The nested overlapping part can be fixedly connected by screws or other means, or there can be no fixed connection structure, as long as the overlap is stable and meets the load-bearing requirements. When the second expansion groove 22 retracts to its maximum position, it will be completely hidden at the bottom of the second main chute 21.

[0049] There are many ways to implement the expansion and contraction of the second expansion groove 22 on the second main groove 21, such as... Figure 3 As shown, a feasible structure is presented. Two second slide rails 23 are provided on the two inner sidewalls of one end of the second main groove 21. The second slide rails 23 are slidably adapted to the second slide grooves 24 on the outer sidewall of the second telescopic groove 22. Similar to the first case, the cooperation of the slide grooves and slide rails enables telescopic movement, which is easy to adjust. Furthermore, a limiting structure can be provided on the second main groove 21. When the second telescopic groove 22 extends or retracts to its maximum state, it is locked in place. For example, the limiting structure can be a positioning pin, a fastening bolt, etc., locking the two together to prevent relative sliding.

[0050] Finally, the third scenario is a combination of the first and second scenarios mentioned above. Specifically, during splicing, the extendable section of the first chute 1 extends to its furthest point and is nested and overlapped on the inner sidewall of the extendable section of the second chute 2. The extendable section of the second chute 2 also extends to its furthest point.

[0051] like Figure 1 and Figure 4 As shown, both the first support structure and the second support structure include a leg structure 3. The leg structure 3 includes two support legs 31 spaced apart and a first cross brace 32 disposed between the two support legs 31. The upper parts of the two support legs 31 of the same support structure are inclined and bent towards each other to form a figure-eight shape. A roller 33 is provided at the bottom end of each support leg 31.

[0052] Both the first and second support structures include leg structures 3, simplifying the two support structures and making them easier to manufacture. The top of the support leg 31 is arranged in a V-shape, including an inclined section 311 at the top and a vertical section 312 at the bottom. The two inclined sections 311 form an inclined support, improving the chute's resistance to tilting. The top of the support leg 31 is fixedly connected to the chute body, and a roller 33 is provided at the bottom. The roller 33 is usually a universal wheel with a brake, enabling universal movement support. The first cross brace 32 is arranged between the vertical sections 312.

[0053] In addition, the two supporting legs 31 of the same leg structure 3 are symmetrically arranged on the chute body, and the tops of the two supporting legs 31 are usually fixed to the two side walls of the chute body respectively. Since the chute extends at an angle, each supporting structure is supported at a different part of the chute, so the support height of different supporting leg structures 3 is different. That is, the two supporting legs 31 of the same leg structure 3 have the same support height, while the supporting legs 31 of different supporting leg structures 3 have different support heights. Since the width of the chute is basically the same, the length of the first cross brace 32 of different supporting leg structures 3 is the same.

[0054] Specific design as follows Figure 1 As shown, the first support structure includes two leg structures 3 disposed at the non-suspended end of the first chute 1, several second cross braces 41 disposed between the two leg structures 3, and several first diagonal braces 42 disposed between one leg structure 3 and the trough body of the first chute 1. There are also two second cross braces 41, which together with the two first cross braces 32 form a rectangular frame; there are also two first diagonal braces 42, which are symmetrically arranged. One end of each first diagonal brace 42 is connected to the top of the vertical section 312 of the support leg 31 near the suspended end, and the other end is connected to the outer wall of the trough body at the suspended end.

[0055] In addition, the second support structure includes two leg structures 3 respectively disposed at the non-suspended end and the middle of the second chute 2, and also includes several second diagonal braces 43 disposed between the chute body of the second chute 2 and the leg structures 3. Figure 1As shown, there are six second diagonal braces 43, arranged symmetrically. Two are set on each side of the middle support leg structure 3, and two are set on the non-suspended end support leg structure 3. Specifically, each second diagonal brace 43 is connected at one end to the top of the vertical section 312 of the support leg 31, and the other end is connected to the outer wall of the tank.

[0056] To ensure the stability of the suspended support at one end of the chute, in addition to the aforementioned method of reasonably setting diagonal braces, counterweights can also be used. For example, both the first and second support structures can be equipped with counterweights to prevent overturning, ensuring that the suspended ends of the first and second chute sections 1 and 2 remain stable when bearing the concrete flow. Counterweights, such as stones, can be placed on one or more of the first cross braces 32 of the first and second support structures to improve the stability of the suspended end of the chute.

[0057] Although the present invention has been disclosed above, its protection scope is not limited thereto. Those skilled in the art can make various changes and modifications without departing from the spirit and scope of the present invention, and all such changes and modifications will fall within the protection scope of the present invention.

Claims

1. A concrete pouring auxiliary device, characterized in that, It includes a first chute (1) and a second chute (2); the first chute (1) is movably supported by a first support structure and one end is suspended; the second chute (2) is movably supported by a second support structure and one end is suspended. The suspended end of the first chute (1) and the suspended end of the second chute (2) can be detachably spliced ​​together, and the span between the first support structure and the second support structure after splicing is greater than the width of the isolation strip (52) of the construction road.

2. The concrete pouring auxiliary equipment according to claim 1, characterized in that, The first chute (1) and / or the second chute (2) are telescopic troughs, and the maximum horizontal length that the two troughs (1) and (2) can be shortened in total is not less than the width of the street lamp pole (55) of the isolation strip (52).

3. The concrete pouring auxiliary equipment according to claim 2, characterized in that, The suspended end of the first chute (1) is the discharge port end. The first chute (1) includes a first main chute (11) and a first telescopic chute (12). The first telescopic chute (12) is sleeved on the outside of the first main chute (11) and slides in cooperation with the first main chute (11).

4. The concrete pouring auxiliary equipment according to claim 3, characterized in that, The first slide rail (13) is provided on the two outer side walls at one end of the first main groove (11), and the first slide rail (13) is slidably adapted to the first slide groove (14) on the inner side wall of the first telescopic groove (12).

5. The concrete pouring auxiliary equipment according to claim 2, characterized in that, The suspended end of the second chute (2) is the feed inlet end. The second chute (2) includes a second main chute (21) and a second telescopic chute (22). The second main chute (21) is sleeved on the outside of the second telescopic chute (22) and slides in cooperation with the second telescopic chute (22).

6. The concrete pouring auxiliary equipment according to claim 5, characterized in that, The two inner sidewalls of one end of the second main groove (21) are provided with second slide rails (23), and the second slide rails (23) are slidably adapted to the second slide grooves (24) on the outer sidewall of the second telescopic groove (22).

7. The concrete pouring auxiliary equipment according to claim 1, characterized in that, Both the first support structure and the second support structure include a leg structure (3). The leg structure (3) includes two support legs (31) spaced apart and a first cross brace (32) between the two support legs (31). The upper parts of the two support legs (31) of the same support structure are inclined and bent towards each other to form a figure-eight shape. A roller (33) is provided at the bottom end of each support leg (31).

8. The concrete pouring auxiliary equipment according to claim 7, characterized in that, Both the first support structure and the second support structure are equipped with counterweights to prevent tipping.

9. The concrete pouring auxiliary equipment according to claim 7, characterized in that, The first support structure includes two support leg structures (3) disposed at the non-suspended end of the first chute (1), a plurality of second cross braces (41) disposed between the two support leg structures (3), and a plurality of first diagonal braces (42) disposed between one of the support leg structures (3) and the trough of the first chute (1).

10. The concrete pouring auxiliary equipment according to claim 7, characterized in that, The second support structure includes two support leg structures (3) disposed at the non-suspended end and the middle of the second chute (2), and also includes a number of second diagonal braces (43) disposed between the chute body of the second chute (2) and the support leg structures (3).

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