Ditch cable trough template structure

Abstract

A ditch cable trough formwork structure comprises a trolley and a plurality of groove formwork assemblies, reinforcing supports capable of being in butt joint with the trolley are arranged on the groove formwork assemblies, and the reinforcing supports comprise reinforcing door frames arranged at the front ends and the rear ends of the groove formwork assemblies and connecting rod assemblies arranged between the two reinforcing door frames. A transverse moving mechanism used for driving the groove formwork assembly to transversely move and a lifting mechanism used for driving the groove formwork assembly to ascend and descend are arranged on the left side and the right side of the reinforcing door frame. The trolley can drive the groove formwork assemblies to be in place front and back one by one through the reinforcing support, the transverse moving mechanism is used for adjusting the transverse positions of the groove formwork assemblies, the lifting mechanism is used for adjusting the heights of the groove formwork assemblies, the groove formwork assemblies are fixed after the front-back position, the transverse position and the height of the groove formwork assemblies are determined, then concrete is poured, and after solidification, the groove formwork assemblies are fixed. And the groove formwork assembly is subjected to formwork collection, the lifting mechanism lifts the groove formwork assembly to be subjected to demolding, the trolley is in butt joint with the reinforcing portal, and then the groove formwork assembly is moved to the next formwork construction interval.

Description

Technical Field

[0001] The utility model relates to construction equipment for tunnel drainage cable troughs, and particularly to a formwork structure for drainage cable troughs. Background Art

[0002] Currently, during the construction of tunnel drainage cable troughs, the formwork trolley for drainage cable troughs is usually integral. Such a formwork trolley for drainage cable troughs generally uses a set of formwork frames with a set of formwork for drainage cable troughs for construction. For example, a drainage cable trough trolley disclosed in the Chinese patent document with the publication number CN214196333U includes a truss, horizontal hydraulic cylinders, vertical hydraulic cylinders, columns, cable channel steel formwork, and drainage channel steel formwork. The horizontal hydraulic cylinders are arranged on the truss in the horizontal direction and are located on the left and right sides of the cable trough formwork trolley. The vertical hydraulic cylinders are arranged at the lower end inside the truss in the vertical direction. The columns are arranged below the horizontal hydraulic cylinders, and the columns are respectively hinged to the cable channel steel formwork and the drainage channel steel formwork through hinge ears. For this drainage cable trough trolley, during the construction of the drainage cable trough, it is necessary to wait for the cable channel steel formwork and the drainage channel steel formwork to be demolded before moving to the next construction site, resulting in slow construction speed and low efficiency. Summary of the Utility Model

[0003] The technical problem to be solved by the utility model is to overcome the deficiencies of the prior art and provide a formwork structure for drainage cable troughs that is conducive to improving construction efficiency and reducing construction costs.

[0004] To solve the above technical problem, the utility model adopts the following technical solutions:

[0005] A formwork structure for drainage cable troughs includes a trolley and multiple groups of trench formwork assemblies. The trench formwork assemblies are provided with reinforcement brackets that can be docked with the trolley. The reinforcement brackets include reinforcement portal frames arranged at the front and rear ends of the trench formwork assemblies and connecting rod assemblies arranged between the two reinforcement portal frames. Transverse movement mechanisms for driving the trench formwork assemblies to move horizontally and lifting mechanisms for driving the trench formwork assemblies to lift are arranged on the left and right sides of the reinforcement portal frames.

[0006] As a further improvement of the above technical solution: The connecting rod assembly includes longitudinal connecting rods arranged between the two reinforcement portal frames and first diagonal braces arranged between the longitudinal connecting rods and the reinforcement portal frames.

[0007] As a further improvement of the above technical solution: Second diagonal braces are arranged between the front and rear sides of the reinforcement portal frames and the trench formwork assemblies.

[0008] As a further improvement of the above technical solution: It further includes vertical wall formwork, and the vertical wall formwork is connected to the reinforcement portal frames.

[0009] As a further improvement of the above technical solution: a template transverse fixing rod is provided between the vertical wall formwork and the trench formwork assembly.

[0010] As a further improvement of the above technical solution: the vertical wall formwork is provided with a first embedded part and a second embedded part. The vertical wall formwork is detachably connected to the first embedded part, and a detachable third diagonal brace is provided between the vertical wall formwork and the second embedded part.

[0011] As a further improvement of the above technical solution: a plurality of sizing mechanisms are provided along the length direction of the trench formwork assembly. The sizing mechanism includes a first cross beam and a second cross beam. A formwork closing driving part or a fixed connecting part is provided between the first cross beam and the second cross beam. The trench formwork assembly includes a plurality of trench formworks arranged transversely. One side of each trench formwork is hinged to the first cross beam, and the other side of each trench formwork is hinged to the second cross beam.

[0012] As a further improvement of the above technical solution: the transverse movement mechanism includes a transverse movement track provided on the reinforcement gantry, a transverse movement seat provided on the transverse movement track, and a transverse movement driving part connected to the transverse movement seat. The transverse movement driving part is provided on the transverse movement track or the reinforcement gantry. The lifting mechanism is provided on the transverse movement seat, and the first cross beam or the second cross beam is connected to the lifting mechanism.

[0013] As a further improvement of the above technical solution: a plurality of template vertical fixing rods are provided on the transverse movement seat. The plurality of template vertical fixing rods are arranged in one-to-one correspondence with the plurality of trench formworks. Two template connecting rods are hinged to the lower end of each template vertical fixing rod. One of the template connecting rods is hinged to one side of the trench formwork, and the other template connecting rod is hinged to the other side of the trench formwork.

[0014] As a further improvement of the above technical solution: a jacking driving part is provided on the upper part of the reinforcement gantry, and a gantry fixed cross beam is provided on the jacking driving part.

[0015] Compared with the prior art, the advantages of the present utility model are as follows: for the structure of the gutter cable trough formwork disclosed in the present utility model, the trolley can drive each group of trench formwork assemblies to be in place successively through the reinforcement brackets. The transverse movement mechanism on the reinforcement gantry is used to adjust the transverse position of the trench formwork assembly, and the lifting mechanism is used to adjust the height of the trench formwork assembly. After the front-back position, transverse position and height of the trench formwork assembly are determined, the trench formwork assembly is fixed. After all the trench formwork assemblies are installed, concrete is poured. After the concrete solidifies, the trench formwork assembly is demolded. The lifting mechanism lifts the trench formwork assembly to demold it. The trolley is docked with the reinforcement bracket, and then the trench formwork assembly is moved to the next construction section. In this way, the construction efficiency can be effectively improved and the construction cost can be reduced.

[0016] Other features and advantages of the present utility model will be described in detail in the subsequent specific implementation section. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 is a front view structural schematic diagram of the template structure of the trench cable trough of the present utility model.

[0018] Figure 2 is a side view structural schematic diagram of the template structure of the trench cable trough of the present utility model.

[0019] Figure 3 is a front view structural schematic diagram of the trolley in the present utility model.

[0020] Figure 4 is a side view structural schematic diagram of the trolley in the present utility model.

[0021] Figure 5 is a structural schematic diagram of the fixed state of the template during the use of the present utility model.

[0022] Figure 6 is a structural schematic diagram of the state of pouring concrete during the use of the present utility model.

[0023] Figure 7 is a structural schematic diagram of the state of removing the mold during the use of the present utility model.

[0024] Figure 8 is a structural schematic diagram of the demolding and hoisting state during the use of the present utility model.

[0025] Figure 9 is Figure 7 a partial enlarged view of

[0026] The reference numerals in the figures represent:

[0027] 1, trolley; 2, trench formwork assembly; 21, trench formwork; 3, reinforcement gantry; 31, jacking drive member; 32, gantry fixed cross beam; 33, connecting rod assembly; 331, longitudinal connecting rod; 332, first diagonal brace; 34, second diagonal brace; 4, transverse movement mechanism; 41, transverse movement track; 42, transverse movement seat; 43, transverse movement drive member; 5, lifting mechanism; 51, formwork vertical fixing rod; 52, formwork connecting rod; 6, shaping mechanism; 61, first cross beam; 62, second cross beam; 63, mold removing drive member; 64, fixed connecting member; 7, vertical wall formwork; 71, formwork transverse fixing rod; 72, first embedded part; 73, second embedded part; 74, third diagonal brace. SPECIFIC IMPLEMENTATION MODE

[0028] In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "length", "width", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings. It is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the structure or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be construed as a limitation to the present utility model.

[0029] In addition, the terms "first" and "second" are only used for descriptive purposes and cannot be construed as indicating or implying relative importance or implicitly specifying the quantity of the indicated technical features. Thus, the features defined with "first" and "second" may explicitly or implicitly include one or more of such features. In the description of the present utility model, the meaning of "a plurality of" is two or more, unless otherwise specifically defined.

[0030] In the present utility model, unless otherwise clearly specified and limited, the terms "assembled", "connected", "joined", "fixed", etc. should be understood in a broad sense. For example, it may be a fixed connection, a detachable connection, or integrated; it may be a mechanical connection or an electrical connection; it may be directly connected or indirectly connected through an intermediate medium, and it may be the communication inside two elements or the interaction relationship between two elements. For those of ordinary skill in the art, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances.

[0031] The following further elaborates on the present utility model in detail with reference to the accompanying drawings of the specification and specific embodiments.

[0032] Figures 1 to 8 An embodiment of the formwork structure of the gutter cable trough of the present utility model is shown. The formwork structure of the gutter cable trough in this embodiment includes a trolley 1 and multiple groups of groove formwork assemblies 2 (specifically 3 groups, and of course, it can be adjusted in other embodiments). The groove formwork assembly 2 is provided with a reinforcement bracket that can be docked with the trolley 1 (the trolley 1 and the reinforcement bracket can be docked by means of bolts, screws or locking pins, etc., with good reliability and easy disassembly for the separation of the trolley 1 and the reinforcement bracket). The reinforcement bracket includes reinforcement gantries 3 provided at the front and rear ends of the groove formwork assembly 2 and a connecting rod assembly 33 provided between the two reinforcement gantries 3. Transverse movement mechanisms 4 for driving the groove formwork assembly 2 to move horizontally and lifting mechanisms 5 for driving the groove formwork assembly 2 to lift are provided on the left and right sides of the reinforcement gantries 3.

[0033] For the formwork structure of the ditch cable trough in this embodiment, the trolley 1 can drive each group of groove formwork assemblies 2 to be in place successively through the reinforcement brackets. The transverse movement mechanism 4 on the reinforcement gantry 3 is used to adjust the lateral position of the groove formwork assembly 2, and the lifting mechanism 5 is used to adjust the height of the groove formwork assembly 2. After the front-back position, lateral position, and height of the groove formwork assembly 2 are determined, the groove formwork assembly 2 is fixed. After all the groove formwork assemblies 2 are installed, concrete is poured. After the concrete solidifies, the groove formwork assembly 2 is demolded. The lifting mechanism 5 hoists the groove formwork assembly 2 to demold it. The trolley 1 is docked with the reinforcement bracket, and then the groove formwork assembly 2 is moved to the next construction section. By circulating in this way, the construction efficiency can be effectively improved and the construction cost can be reduced. It should be noted that the longitudinal direction is the length direction of the tunnel, that is, the front-back direction, the lateral direction is the width direction of the tunnel, that is, the left-right direction, and the vertical direction is the height direction of the tunnel, that is, the up-down direction.

[0034] Specifically refer to Figure 2 , Further, in this embodiment, the connecting rod assembly 33 includes a longitudinal connecting rod 331 provided between the two reinforcement gantries 3 and a first diagonal brace 332 provided between the longitudinal connecting rod 331 and the reinforcement gantry 3. Through the longitudinal connecting rod 331 and the first diagonal brace 332, the front and rear reinforcement gantries 3 can be reliably connected into a whole, improving the strength of the reinforcement bracket so that the trolley 1 can drive the reinforcement bracket and the groove formwork assembly 2 to move forward as a whole.

[0035] Even further, in this embodiment, second diagonal braces 34 are provided between the front and rear sides of the reinforcement gantry 3 and the groove formwork assembly 2. Through the second diagonal braces 34 on the front and rear sides, the reinforcement gantry 3 and the groove formwork assembly 2 can be reliably connected into a whole, improving the connection strength so that the trolley 1 can drive the reinforcement bracket and the groove formwork assembly 2 to move forward as a whole.

[0036] Specifically refer to Figure 1 , Further, in this embodiment, the formwork structure of the ditch cable trough further includes a vertical wall formwork 7, and the vertical wall formwork 7 is connected to the reinforcement gantry 3. The vertical wall formwork 7 is used for the shaping of the sides of the ditch and the cable trough. When the trolley 1 drives the reinforcement gantry 3 to move, it can drive the vertical wall formwork 7 to move synchronously so that the vertical wall formwork 7 is longitudinally in place.

[0037] Even further, in this embodiment, a formwork transverse fixing rod 71 is provided between the vertical wall formwork 7 and the groove formwork assembly 2. The formwork transverse fixing rod 71 can be used to fix the transverse relative position between the vertical wall formwork 7 and the adjacent groove formwork 21, avoiding displacement during concrete pouring, and the structure is simple and reliable.

[0038] Further, in this embodiment, the vertical wall formwork 7 is provided with a first embedded part 72 and a second embedded part 73 (the embedded part can be, for example, an embedded screw, an embedded plate, etc.). The vertical wall formwork 7 is detachably connected to the first embedded part 72 (for example, realized by bolts, screws or locking pins, etc.). A detachable third diagonal brace 74 is provided between the vertical wall formwork 7 and the second embedded part 73. Through the cooperation of the first embedded part 72, the second embedded part 73 and the third diagonal brace 74, the upper and lower parts inside the vertical wall formwork 7 can be reliably fixed, avoiding moving inward during concrete pouring, and the structure is simple and reliable.

[0039] Further, in this embodiment, the trench formwork assembly 2 is provided with multiple groups of shaping mechanisms 6 along the length direction. The shaping mechanism 6 includes a first cross beam 61 and a second cross beam 62. A formwork closing driving member 63 or a fixed connecting member 64 is provided between the first cross beam 61 and the second cross beam 62 (see specifically Figure 2 , there are 7 groups of shaping mechanisms 6 in total, 3 groups are provided with formwork closing driving members 63, 4 groups are provided with fixed connecting members 64, and the two types of shaping mechanisms 6 are alternately distributed. The shaping mechanisms 6 with formwork closing driving members 63 at both ends are arranged in one-to-one correspondence with the reinforcement gantry frames 3 at both ends). The trench formwork assembly 2 includes multiple trench formworks 21 arranged transversely (see specifically Figure 1 and Figure 5 , there are 3 trench formworks 21 in total, which can be gutter formworks and / or cable trench formworks). One side of each trench formwork 21 is hinged to the first cross beam 61, and the other side of each trench formwork 21 is hinged to the second cross beam 62. Among them, the formwork closing driving member 63 can be, for example, an oil cylinder, a cylinder or an electric push rod, etc. By driving the first cross beam 61 and the second cross beam 62 to move relatively transversely, the two sides of each trench formwork 21 are made to approach each other in the middle, realizing formwork closing and facilitating subsequent demoulding; the fixed connecting member 64 can be, for example, a rod, a plate or a fastener such as a bolt, etc. By keeping the first cross beam 61 and the second cross beam 62 fixed, it is avoided that the two sides of the trench formwork 21 approach each other in the middle after being squeezed during concrete pouring, so that the trench formwork 21 maintains the designed shape and size. Of course, during the concrete pouring process, the formwork closing driving member 63 also plays a role to a certain extent in keeping the trench formwork 21 in the designed shape and size. Before the formwork closing driving member 63 closes the formwork after the concrete solidifies, the fixed connecting member 64 needs to be disassembled first to avoid obstruction.

[0040] Furthermore, in this embodiment, the transverse movement mechanism 4 includes a transverse movement track 41 provided on the reinforcement gantry 3, a transverse movement seat 42 provided on the transverse movement track 41, and a transverse movement driving member 43 connected to the transverse movement seat 42. The lifting mechanism 5 is provided on the transverse movement seat 42, and the first cross beam 61 or the second cross beam 62 is connected to the lifting mechanism 5. Among them, the transverse movement driving member 43 and the lifting mechanism 5 can be, for example, oil cylinders, air cylinders or electric push rods, etc., and can be installed on the transverse movement track 41 or on the reinforcement gantry 3. During use, the transverse movement driving member 43 drives the transverse movement seat 42 to move along the transverse movement track 41, and the transverse movement seat 42 simultaneously drives the lifting mechanism 5 and the trench formwork assembly 2 to move horizontally. The structure is simple and reliable. Of course, in other embodiments, the lifting mechanism 5 can also be provided on the reinforcement gantry 3, the transverse movement mechanism 4 can be provided on the lifting mechanism 5, and the first cross beam 61 or the second cross beam 62 is connected to the transverse movement mechanism 4, and the horizontal position and height of the trench formwork assembly 2 can also be adjusted.

[0041] Furthermore, in this embodiment, a plurality of formwork vertical fixing rods 51 are provided on the transverse movement seat 42. The plurality of formwork vertical fixing rods 51 are arranged in one-to-one correspondence with a plurality of trench formworks 21. The lower ends of the formwork vertical fixing rods 51 are hinged with two formwork connecting rods 52. One of the formwork connecting rods 52 is hinged to one side of the trench formwork 21, and the other formwork connecting rod 52 is hinged to the other side of the trench formwork 21. After the horizontal position and height of the trench formwork 21 are in place, the overall height of the trench formwork 21 is fixed by using the formwork vertical fixing rods 51 and the two formwork connecting rods 52, so as to prevent the trench formwork 21 from moving upward when pouring concrete. The structure is simple and reliable. Before the lifting mechanism 5 lifts the trench formwork assembly 2 upward, it is necessary to disassemble the formwork vertical fixing rods 51 and / or the two formwork connecting rods 52 to avoid obstruction.

[0042] As a preferred embodiment, the lengths of the formwork vertical fixing rods 51, formwork horizontal fixing rods 71 and other rods are adjustable, which is more convenient and flexible to use, and there is no need to prepare formwork vertical fixing rods 51 and formwork horizontal fixing rods 71 of various different lengths. Among them, the formwork vertical fixing rods 51 and the formwork horizontal fixing rods 71 can be formed by connecting a sleeve with internal threads and rods with external threads at both ends of the sleeve. The length adjustment is realized by the relative rotation of the sleeve and the rod, or by sleeving two or more hollow rods on each other, and the length adjustment is realized by aligning the jacks at different positions and inserting pins to lock them.

[0043] Further, in this embodiment, a jacking driving member 31 is provided on the upper part of the reinforcement gantry 3, and a gantry fixed cross beam 32 is provided on the jacking driving member 31. Among them, the jacking driving member 31 can be, for example, an oil cylinder, an air cylinder or an electric push rod, etc. After the reinforcement gantry 3 is in place in the front-back direction, the jacking driving member 31 jacks the gantry fixed cross beam 32 upward, so that the gantry fixed cross beam 32 abuts against the top of the tunnel, thereby preventing the reinforcement gantry 3 from moving upward when pouring concrete. The structure is simple and has good reliability.

[0044] The working principle of the formwork structure of the cable trench in the utility model is as follows:

[0045] As Figure 5 shown, the trolley 1 is used to push the reinforcement bracket to be in place before and after, the transverse movement driving member 43 drives the transverse movement seat 42 to move along the transverse movement track 41, the transverse movement seat 42 simultaneously drives the lifting mechanism 5 and the groove formwork assembly 2 to move transversely to be in place, the lifting mechanism 5 drives the groove formwork assembly 2 to descend to be in place, and then the first cross beam 61 and the second cross beam 62 are fixedly connected by using the fixed connecting member 64 to ensure the cross-sectional shape and size of the groove formwork 21. The height of the groove formwork 21 is fixed by using the formwork vertical fixing rod 51 and two formwork connecting rods 52. The transverse position of the vertical wall formwork 7 is fixed by using the formwork transverse fixing rod 71 and the third diagonal brace 74. The jacking driving member 31 jacks the gantry fixed cross beam 32 upward so that the gantry fixed cross beam 32 abuts against the top of the tunnel, thereby fixing the position of the reinforcement gantry 3;

[0046] As Figure 6 shown, after the fixing of the groove formwork 21, the vertical wall formwork 7, etc. is completed, concrete is poured;

[0047] As Figure 7 and Figure 9 shown, after the concrete solidifies, the trolley 1 is connected to the reinforcement bracket, the fixed connecting member 64, the formwork vertical fixing rod 51 and / or two formwork connecting rods 52, the formwork transverse fixing rod 71, and the third diagonal brace 74 are disassembled, and then the formwork closing driving member 63 drives the first cross beam 61 and the second cross beam 62 to move relatively transversely, so that the two sides of each groove formwork 21 move closer to the middle to realize formwork closing;

[0048] As Figure 8 shown, the lifting mechanism 5 drives the groove formwork assembly 2 to rise and demold, the jacking driving member 31 drives the gantry fixed cross beam 32 to descend and separate from the top of the tunnel, and then the trolley 1 pushes the reinforcement bracket to drive the groove formwork assembly 2 to move to the next construction section, and so on in a cycle.

[0049] Although the present utility model has been disclosed above with preferred embodiments, it is not intended to limit the present utility model. Any person skilled in the art can make many possible changes and modifications to the technical solution of the present utility model by using the above-disclosed technical content, or modify it into an equivalent embodiment with equivalent changes. Therefore, any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present utility model without departing from the technical solution of the present utility model shall fall within the scope of the protection of the technical solution of the present utility model.

Claims

1. A ditch cable trough template structure, characterized in that: The invention comprises a trolley (1) and a plurality of groove formwork assemblies (2), wherein the groove formwork assemblies (2) are provided with a reinforcement bracket which can be docked with the trolley (1), wherein the reinforcement bracket comprises a reinforcement door frame (3) arranged at the front and rear ends of the groove formwork assemblies (2) and a connecting rod assembly (33) arranged between the two reinforcement door frames (3), and the left and right sides of the reinforcement door frame (3) are provided with a transverse movement mechanism (4) for driving the groove formwork assemblies (2) to move transversely and a lifting mechanism (5) for driving the groove formwork assemblies (2) to move upward and downward.

2. The ditch cable trough template structure according to claim 1 is characterized in that: The connecting rod assembly (33) comprises a longitudinal connecting rod (331) arranged between the two reinforcement door frames (3) and a first diagonal bracing rod (332) arranged between the longitudinal connecting rod (331) and the reinforcement door frames (3).

3. The ditch cable trough template structure according to claim 1 is characterized in that: A second diagonal brace (34) is provided between the front and rear sides of the reinforcement door frame (3) and the groove template assembly (2).

4. The water ditch cable trough template structure according to claim 1 is characterized in that: It also comprises a vertical wall formwork (7), wherein the vertical wall formwork (7) is connected to the reinforcement door frame (3).

5. The ditch cable trough template structure according to claim 4 is characterized in that: A template transverse fixing rod (71) is provided between the vertical wall template (7) and the groove template assembly (2).

6. The water ditch cable trough template structure according to claim 5 is characterized in that: The vertical wall formwork (7) is provided with a first embedded part (72) and a second embedded part (73); the vertical wall formwork (7) is detachably connected to the first embedded part (72); and a detachable third diagonal brace rod (74) is provided between the vertical wall formwork (7) and the second embedded part (73).

7. The water ditch cable trough template structure according to any one of claims 1 to 6, characterized in that: The groove template assembly (2) is provided with a plurality of shaping mechanisms (6) along the length direction, the shaping mechanisms (6) comprising a first crossbeam (61) and a second crossbeam (62), a mold-collecting driving member (63) or a fixed connecting member (64) being provided between the first crossbeam (61) and the second crossbeam (62), the groove template assembly (2) comprising a plurality of groove templates (21) arranged in the transverse direction, one side of each groove template (21) being hinged to the first crossbeam (61), and the other side of each groove template (21) being hinged to the second crossbeam (62).

8. The water ditch cable trough template structure according to claim 7 is characterized in that: The transverse movement mechanism (4) includes a transverse movement track (41) arranged on the reinforced gantry (3), a transverse movement seat (42) arranged on the transverse movement track (41), and a transverse movement driving member (43) connected to the transverse movement seat (42), wherein the transverse movement driving member (43) is arranged on the transverse movement track (41) or the reinforced gantry (3), and the lifting mechanism (5) is arranged on the transverse movement seat (42), and the first crossbeam (61) or the second crossbeam (62) is connected to the lifting mechanism (5).

9. The water ditch cable trough template structure according to claim 8, characterized in that: The transverse displacement seat (42) is provided with a plurality of template vertical fixing rods (51), and the plurality of template vertical fixing rods (51) are arranged in one-to-one correspondence with the plurality of groove templates (21), and two template connecting rods (52) are hinged at the lower end of the template vertical fixing rod (51), wherein one of the template connecting rods (52) is hinged to one side of the groove template (21), and the other template connecting rod (52) is hinged to the other side of the groove template (21).

10. The ditch cable trough template structure according to any one of claims 1 to 6, characterized in that: A lifting drive component (31) is provided on the upper part of the reinforcement portal frame (3), and a portal frame fixing crossbeam (32) is provided on the lifting drive component (31).

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