Adjustable side ditch formwork reinforcing assembly

Abstract

The utility model discloses an adjustable side ditch template reinforcing assembly which comprises left side ditch reinforcing components which are arranged oppositely, right side ditch reinforcing components which are arranged oppositely, left side ditch reinforcing components which are arranged oppositely, right side ditch reinforcing components which are arranged oppositely, and right side ditch reinforcing components which are arranged oppositely, wherein the upper ends of the two left side ditch reinforcing components are sleeved at one end of an upper reinforcing rod in a penetrating mode, and the lower ends of the two left side ditch reinforcing components are sleeved at one end of a lower reinforcing rod in a penetrating mode. The upper ends of the two right side groove reinforcing components are arranged at the other end of the upper reinforcing rod in a penetrating and sleeving mode, the lower ends of the two right side groove reinforcing components are arranged at the other end of the lower reinforcing rod in a penetrating and sleeving mode, and the adjustable locking pieces are arranged on the upper reinforcing rod and the lower reinforcing rod in a penetrating and sleeving mode respectively. The two embedded parts are arranged on the lower reinforcing rod in a penetrating and sleeving mode and located between the two left ditch reinforcing components and the two right ditch reinforcing components respectively. The device is simple in structure, novel and reasonable in design, capable of being adjusted according to the size of a side ditch, capable of meeting the pouring requirements of different side ditch widths, good in reinforcing effect, capable of being repeatedly used, capable of effectively controlling the flatness and elevation of a side slope, and capable of improving working efficiency.

Description

Technical Field

[0001] This utility model relates to a ditch formwork reinforcement component, specifically an adjustable ditch formwork reinforcement component, which is mainly used for supporting, limiting and reinforcing the formwork of drainage ditches and roadside ditches during construction, and belongs to the technical field of building construction auxiliary products. Background Technology

[0002] Generally, under current construction conditions, whether for drainage ditches or roadside ditches, the main methods of reinforcement are wooden formwork with bolts or aluminum formwork. However, wooden formwork is slow, wastes auxiliary materials significantly, and suffers high losses during installation, requiring a large workforce. It also presents challenges in controlling the drainage alignment, and the wooden formwork is prone to deformation during concrete pouring, resulting in unsatisfactory post-concrete appearance. Aluminum formwork is more expensive for large-scale or scattered projects. Improper installation or an inadequate support system design can lead to formwork displacement or instability, causing tilting or deformation, affecting concrete quality, and even causing safety accidents. Furthermore, the material is often not reusable, increasing construction costs and waste disposal costs. In irregular or complex terrain, traditional ditch formwork reinforcement devices have poor adaptability, often resulting in inaccurate reinforcement. This not only affects the stability of the formwork but may also cause the construction quality to fail to meet design requirements. At the same time, due to differences in the experience and operation of construction personnel, the reinforcement effect of traditional reinforcement devices is prone to inconsistency, which affects the stability of the formwork and leads to unstable quality after concrete pouring. Consequently, the finished product of the ditch after pouring is of poor quality and cannot meet the current needs. In short, it is often very inconvenient.

[0003] A search revealed that Chinese utility model patent CN210459463U discloses a trolley for shaping and reinforcing ditch templates. While this trolley can shape and reinforce ditch templates, its structure is complex, occupies a large area, and is difficult to transport. Furthermore, installation and disassembly are time-consuming and labor-intensive, requiring the separate installation of multiple templates with different structures, severely impacting construction efficiency. It can only accommodate ditches of one width, necessitating the design of different trolley models to meet the needs of ditches of varying widths, resulting in high manufacturing costs. In short, it is often very inconvenient.

[0004] Therefore, the key to solving the above-mentioned technical problems lies in developing an adjustable ditch template reinforcement component that is easy to install and fix, and flexible and reliable in use. Summary of the Invention

[0005] In view of the many defects and shortcomings existing in the above-mentioned background technology, this utility model has made improvements and innovations, aiming to provide a simple structure, novel and reasonable design, which can be adjusted according to the size of the ditch to meet the casting needs of different ditch widths, has a good reinforcement effect, can be reused multiple times, and can adjust the template according to the ditch line and width to optimize the ditch line; thus achieving the desired molding quality of the drainage ditch and ditch after casting.

[0006] Another objective of this invention is to simplify operation and installation, eliminate the need for specialized personnel, achieve high efficiency, improve quality, shorten construction period, prevent tilting or even collapse, effectively control the flatness and elevation of the side walls, and facilitate and accurately dismantle and adjust the formwork, thereby improving work efficiency.

[0007] To solve the above problems and achieve the above-mentioned objectives, this utility model provides an adjustable ditch template reinforcement component by adopting the following design structure and the following technical solution:

[0008] An adjustable ditch formwork reinforcement assembly, comprising:

[0009] The left-side trench reinforcement components (1) are arranged opposite to each other. The upper ends of the two left-side trench reinforcement components (1) are sleeved on one end of the upper reinforcement rod (3), and the lower ends of the two left-side trench reinforcement components (1) are sleeved on one end of the lower reinforcement rod (4).

[0010] The two right-side trench reinforcement members (2) are arranged opposite to each other. The upper ends of the two right-side trench reinforcement members (2) are sleeved on the other end of the upper reinforcement rod (3), and the lower ends of the two right-side trench reinforcement members (2) are sleeved on the other end of the lower reinforcement rod (4).

[0011] Several adjustable locking components (5) are respectively fitted onto the upper reinforcing rod (3) and the lower reinforcing rod (4) to limit and fix the left trench reinforcing component (1) and the right trench reinforcing component (2);

[0012] Two embedded parts (6) are fitted onto the lower reinforcing rod (4) and are located between the two left side trench reinforcing members (1) and the two right side trench reinforcing members (2).

[0013] Preferably, the two left side ditch reinforcement components (1) are arranged symmetrically to each other, and the two left side ditch reinforcement components (1) are detachably installed on the outer wall of the two left side ditch shaping templates (7);

[0014] Anti-detachment components (31) are also provided at both ends of the upper reinforcing rod (3).

[0015] Preferably, the left-side trench reinforcement member (1) is a flat and slender plate-shaped member, and several left mounting holes (11) are coaxially opened on the front and back sides of the plate-shaped member.

[0016] Preferably, the right-side trench reinforcement components (2) are arranged symmetrically to each other, and the two right-side trench reinforcement components (2) are respectively detachably installed on the outer walls of the two right-side trench shaping templates (8);

[0017] The shape and structure of the right trench reinforcement member (2) are the same as those of the left trench reinforcement member (1).

[0018] Preferably, the right-side trench reinforcement member (2) is a flat and slender plate-shaped member, and several right mounting holes (21) are coaxially connected on both the front and back sides of the plate-shaped member.

[0019] Preferably, the upper reinforcing rod (3) is a screw or lead screw with an external thread section on its outer wall, and a flat surface is provided at the top of the screw or lead screw, on which scale lines (32) are provided.

[0020] Preferably, the plane and the scale line (32) extend from one end edge along the length direction of the upper reinforcing rod (3) to the other end edge of the upper reinforcing rod (3);

[0021] Adjustable locking elements (5) are fitted in pairs on the upper reinforcing rod (3). Each pair of adjustable locking elements (5) is located at the upper ends of each left-side groove reinforcing member (1) and each right-side groove reinforcing member (2).

[0022] Preferably, the lower reinforcing rod (4) is a screw or lead screw with an external thread section on its outer wall, and adjustable locking parts (5) are screwed and installed at both ends of the screw or lead screw.

[0023] Preferably, the adjustable locking element (5) is a common nut;

[0024] The embedded part (6) is a PVC sleeve.

[0025] Preferably, the anti-detachment component (31) is fixedly connected to or detachably installed at both ends of the upper reinforcing rod (3) to prevent the adjustable locking component (5) on the upper reinforcing rod (3) from detaching;

[0026] The anti-detachment component (31) has a mountain-shaped or W-shaped structure.

[0027] The working principle is as follows: Before using the adjustable ditch formwork reinforcement component with the above-mentioned design structure, a reasonable number of formwork reinforcement components need to be transported to the designated construction location by manpower or corresponding handling equipment according to the actual construction needs and installed as a backup.

[0028] During installation, multiple operators usually work together to pre-support and fix the pre-prepared left ditch template (7) and right ditch template (8). That is, the operators prepare two left ditch templates (7) and two right ditch templates (8) respectively, and after adjusting the spacing of the two left ditch templates (7) and two right ditch templates (8) according to the design width requirements of the actual drainage ditch and roadside ditch (9), they use this utility model to reinforce and fix them.

[0029] During fixing, several operators cooperate to install the two left-side trench reinforcement components (1) and the two right-side trench reinforcement components (2) of this utility model onto the outer walls of the two left-side trench shaping templates (7) and the two right-side trench shaping templates (8), respectively. The left mounting hole (11) on the left-side trench reinforcement component (1) and the right mounting hole (21) on the right-side trench reinforcement component (2) are aligned with the pre-installed mounting holes on the left-side trench shaping templates (7) and the right-side trench shaping templates (8). The multiple sets of through holes corresponding to the ditch reinforcement component (2) are aligned with each other. Then, the lower reinforcement rod (4) is passed through the left mounting hole (11) and right mounting hole (21) at the lower end of the left ditch reinforcement component (1) and the right ditch reinforcement component (2), as well as the multiple sets of through holes corresponding to the left ditch shaping template (7) and the right ditch shaping template (8). After adjusting and determining the spacing according to the design width requirements of the actual drainage ditch and roadside ditch (9), the left ditch reinforcement component (1) is set symmetrically with each other. The left ditch reinforcement component (1) is detachably installed on the outer wall of the two left ditch templates (7). The right ditch reinforcement component (2) is symmetrically arranged. The two right ditch reinforcement components (2) are detachably installed on the outer wall of the two right ditch templates (8). At the same time, the upper reinforcement rod (3) is passed through the left mounting hole (11) and the right mounting hole (21) at the upper end of the left ditch reinforcement component (1) and the right ditch reinforcement component (2), so that it holds the two left ditch templates (7) together. The top of the two right-side trench formwork (8) is clamped and locked, and multiple pairs of adjustable locking parts (5) are used to fix the left-side trench reinforcement component (1) and the right-side trench reinforcement component (2), so that the two left-side trench formwork (7) reinforced by the left-side trench reinforcement component (1) form a qualified left-side trench pouring cavity, and the two right-side trench formwork (8) reinforced by the right-side trench reinforcement component (2) form a qualified right-side trench pouring cavity, and then the subsequent construction work is carried out.

[0030] During construction, the operator only needs to pour concrete (91) into the right ditch pouring cavity and the left ditch pouring cavity. Before pouring the concrete (91), apply a release agent. The application should be uniform. The concrete is poured from top to bottom into the right ditch pouring cavity and the left ditch pouring cavity on both sides. During the pouring process, the construction personnel need to vibrate the concrete (91): the concrete (91) is vibrated using an immersion vibrator. It is required to insert it quickly and lift it slowly. The moving distance should not exceed 40cm. The duration of each vibration point is 30 to 35 seconds. It should not touch the two left ditch shaping templates (91). 7) and two right-side trench formwork (8), pour concrete while vibrating with a vibrator until the surface is free of air bubbles. Continue pouring concrete (91) to the marked position. Following this method, pour concrete (91) into the right-side trench pouring cavity and the left-side trench pouring cavity in sequence. After compaction, periodically calibrate the dimensions. As time goes by, the workers smooth the concrete (91). After final setting, perform curing. After curing is qualified, when the demolding conditions are met, demold the two left-side trench formwork (7) and the two right-side trench formwork (8).

[0031] When dismantling the formwork, the operator only needs to loosen the adjustable locking parts (5) installed on both ends of the lower reinforcing rod (4), and then pull the lower reinforcing rod (4) out horizontally to separate it. The embedded part (6) is poured into the concrete (91) without being removed, so that it is integrated with the concrete (91) by injection molding. Next, loosen the multiple pairs of adjustable locking parts (5) installed on the upper reinforcing rod (3), and then hold the upper reinforcing rod (3) and lift it upward. The upper reinforcing rod (3) together with the left ditch reinforcing component (1) and the right ditch reinforcing component (2) can be separated from the two left ditch shaping templates (7) and the two right ditch shaping templates (8) at the same time. Finally, remove the two left ditch shaping templates (7) and the two right ditch shaping templates (8) to form the drainage ditch and the roadside ditch (9). The operator only needs to fill the reserved through holes left on the drainage ditch and the roadside ditch (9) with concrete and grind it smooth.

[0032] Finally, as time goes by, once all the drainage ditches and roadside ditches (9) have been constructed, the operators only need to tighten the adjustable locking parts (5) taken from both ends of the lower reinforcing rod (4) and reinstall them on the lower reinforcing rod (4) to prevent loss and affect the next use. At the same time, the various parts of this utility model are cleaned and repaired and moved to the storage warehouse for storage, so that they can be recycled and reused next time.

[0033] The beneficial effects of this utility model compared with the prior art are:

[0034] 1. This utility model has a simple structure and a novel and reasonable design. It can be adjusted according to the size of the ditch to meet the casting needs of different ditch widths. It has a good reinforcement effect and can be reused multiple times. The template can be adjusted according to the ditch line and width to optimize the ditch line. It achieves the desired molding quality after the drainage ditch and ditch are cast.

[0035] 2. This utility model is simple to operate and install, does not require special personnel to operate, achieves high efficiency, improves quality, shortens construction period, prevents tilting or even collapse, can effectively control the flatness and elevation of the side walls, and is convenient and accurate when dismantling, supporting and adjusting the formwork, thus improving work efficiency.

[0036] 3. Compared with traditional methods, this invention can realize the reinforcement device to be reused multiple times; it solves the problems of complexity, easy loss of auxiliary materials and convenient transportation in traditional reinforcement methods, reduces material consumption in the project, reduces costs, and implements the principle of green construction.

[0037] 4. This utility model reduces engineering costs, saves costs, has a high turnover rate, prevents tilting or even collapse, can effectively control the flatness and elevation of the side walls, is easy to dismantle and set up, and has high support accuracy, which can ensure that the quality of the ditch after pouring meets the construction requirements, reduce rework in the later stages, and improve work efficiency.

[0038] 5. This utility model is equipped with an anti-detachment component, which can reduce the risk of the adjustable locking component on the upper reinforcing rod accidentally falling off. This prevents the utility model from shifting due to the adjustable locking component being moved or loosened, thus avoiding local deformation or overall instability of the template, which would affect the quality of concrete pouring. This helps to improve construction efficiency, shorten the construction cycle, and ensure construction quality.

[0039] 6. This utility model is equipped with scale lines, which enables construction workers to accurately measure the width of the poured ditch or the thickness of the poured sidewalls, ensuring the accuracy of the formwork for the left and right ditches.

[0040] The system is designed to meet design requirements, avoid errors caused by inaccurate manual measurements, and ensure the consistency and standardization of the formwork reinforcement system.

[0041] 7. The scale lines of this invention simplify the measurement and adjustment process. Construction workers only need to make quick adjustments according to the scale lines, eliminating the need to repeatedly use other tools for measurement. This not only reduces time costs but also improves construction efficiency, especially important in large-scale construction projects. Furthermore, it serves as a crucial basis for quality inspection after construction is completed. Inspectors can use the scale lines to check whether the reinforcing rods meet design specifications, ensuring the quality of the formwork reinforcement system.

[0042] 8. The exterior of this utility model is coated with anti-rust paint and a waterproof layer, which can prevent rusting and extend the service life of the entire device. It is environmentally friendly and saves resources. At the same time, the exterior of the device is coated with a self-luminous fluorescent material, which can clearly mark the location of the laying device at night or in dark indoor or underground construction environments. It can effectively play a safety warning role, improve visibility, make it easy for people to identify, and increase safety in construction and life. Attached Figure Description

[0043] The specific embodiments of this utility model will be further described in detail below with reference to the accompanying drawings, wherein:

[0044] Figure 1 This is one of the schematic diagrams showing the usage state of this utility model;

[0045] Figure 2 This is the second schematic diagram of the usage state of this utility model;

[0046] Figure 3 This is the third schematic diagram of the usage state of this utility model;

[0047] Figure 4 This is the fourth schematic diagram of the usage state of this utility model;

[0048] Figure 5 This is the fifth schematic diagram of the usage state of this utility model;

[0049] Figure 6 This is one of the schematic diagrams of the overall assembly structure of this utility model;

[0050] Figure 7 This is the second schematic diagram of the overall assembly structure of this utility model;

[0051] Figure 8 This is an exploded view of the overall structure of this utility model;

[0052] In the figure, the numbers are: 1—left side trench reinforcement component, 11—left mounting hole, 12—scale line;

[0053] 2—Right side trench reinforcement component; 21—Right mounting hole;

[0054] 3—Upper reinforcing rod, 31—Anti-detachment component (31);

[0055] 4—Lower reinforcement bar;

[0056] 5—Adjustable locking mechanism;

[0057] 6—Embedded parts;

[0058] 7—Left side trench shaping template;

[0059] 8—Right side trench shaping template;

[0060] 9—Drainage ditches and roadside ditches; 91—Concrete. Detailed Implementation

[0061] To make the technical means, inventive features, objectives, and effects of this utility model readily understandable, the technical solution of this utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that, unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other. The present utility model will now be described in detail with reference to the accompanying drawings and embodiments.

[0062] Example 1

[0063] like Figures 1 to 8 An adjustable ditch template reinforcement assembly is shown, comprising:

[0064] The left-side trench reinforcement components 1 are arranged opposite to each other. The upper ends of the two left-side trench reinforcement components 1 are sleeved through one end of the upper reinforcement rod 3, and the lower ends of the two left-side trench reinforcement components 1 are sleeved through one end of the lower reinforcement rod 4.

[0065] The two right-side trench reinforcement members 2 are arranged opposite to each other. The upper ends of the two right-side trench reinforcement members 2 are sleeved on the other end of the upper reinforcement rod 3, and the lower ends of the two right-side trench reinforcement members 2 are sleeved on the other end of the lower reinforcement rod 4.

[0066] Several adjustable locking components 5 are respectively fitted onto the upper reinforcing rod 3 and the lower reinforcing rod 4, and are used to limit and fix the left trench reinforcement component 1 and the right trench reinforcement component 2;

[0067] Two embedded parts 6 are fitted onto the lower reinforcing rod 4 and are located between the two left-side trench reinforcing members 1 and the two right-side trench reinforcing members 2, respectively.

[0068] Furthermore, the two left-side ditch reinforcement components 1 are arranged symmetrically to each other, and the two left-side ditch reinforcement components 1 are detachably installed on the outer walls of the two left-side ditch shaping templates 7.

[0069] Specifically, such as Figure 8 As shown, the left-side trench reinforcement component 1 is a flat and slender plate-shaped component, and several left mounting holes 11 are coaxially opened on the front and back sides of the plate-shaped component.

[0070] In this utility model, the left mounting hole 11 is a smooth round hole or a bolt hole, and the round hole or bolt hole is opened coaxially along the length direction of the left groove reinforcing member 1.

[0071] Furthermore, such as Figures 1 to 3As shown, the right-side trench reinforcement components 2 are arranged symmetrically to each other, and the two right-side trench reinforcement components 2 are detachably installed on the outer walls of the two right-side trench shaping templates 8 respectively;

[0072] The shape and structure of the right trench reinforcement component 2 are the same as those of the left trench reinforcement component 1.

[0073] More specifically, such as Figures 1 to 8 As shown, the right-side trench reinforcement component 2 is a flat and slender plate-shaped component, and several right mounting holes 21 are coaxially opened on the front and back sides of the plate-shaped component.

[0074] In this utility model, the right mounting hole 21 is a smooth round hole or a bolt hole, and the round hole or bolt hole is opened coaxially along the length direction of the right groove reinforcing member 2.

[0075] Furthermore, adjustable locking elements 5 are fitted in pairs on the upper reinforcing rod 3, with each pair of adjustable locking elements 5 located at the upper ends of each left-side groove reinforcing member 1 and each right-side groove reinforcing member 2.

[0076] Furthermore, such as Figure 8 As shown, the lower reinforcing rod 4 is a screw or lead screw with an external thread section on its outer wall, and adjustable locking parts 5 are screwed and installed at both ends of the screw or lead screw.

[0077] In this utility model, the lower reinforcing rod 4 is set to several rods according to actual construction needs.

[0078] Furthermore, such as Figure 8 As shown, the adjustable locking element 5 is a common nut;

[0079] The embedded part 6 is a PVC sleeve.

[0080] In this utility model, multiple sets of through holes corresponding to the left ditch reinforcement component 1 and the right ditch reinforcement component 2 are provided on both the left ditch shaping template 7 and the right ditch shaping template 8 for installation, connection and reinforcement.

[0081] Furthermore, in this utility model, injection molding layer, anti-rust layer, waterproof layer and warning layer are sequentially provided from the inside to the outside on the outer surfaces of the left ditch reinforcement component 1, the right ditch reinforcement component 2, the upper reinforcement rod 3, the lower reinforcement rod 4, the adjustable locking component 5 and the embedded component 6. The warning layer is coated with fluorescent powder.

[0082] Specifically, a wear-resistant polymer material is injection molded onto the injection-molded layer; the anti-rust layer includes an epoxy zinc-rich primer and a chlorinated rubber topcoat, as well as an epoxy micaceous iron oxide intermediate coat located between the epoxy zinc-rich primer and the chlorinated rubber topcoat; the waterproof layer is a polyurethane waterproof coating; and the warning layer is a reflective warning tape, reflective film, or reflective paint of a single color or a mixture of multiple colors.

[0083] Meanwhile, in this utility model, all connections referred to are fixed connections, movable connections, or detachable connections. Among them, fixed connections are welded connections or directly processed into an integral structure; movable connections, detachable connections, or split structures are hinged connections, internal and external threaded connections, bayonet connections, plug-in sleeves, bolt assembly connections, or screw connections.

[0084] Before using the above embodiment 1, a reasonable number of template reinforcement components need to be transported to the designated construction location by manual labor or appropriate handling equipment and installed as backup, according to the actual construction needs.

[0085] During installation, multiple operators usually work together to pre-support and fix the pre-prepared left ditch template 7 and right ditch template 8. That is, the operators prepare two left ditch templates 7 and two right ditch templates 8 respectively, and after adjusting the spacing of the two left ditch templates 7 and two right ditch templates 8 according to the design width requirements of the actual drainage ditch and roadside ditch 9, they use this utility model to reinforce and fix them.

[0086] During installation, several operators work together to install the two left-side ditch reinforcement components 1 and the two right-side ditch reinforcement components 2 onto the outer walls of the two left-side ditch formwork 7 and the two right-side ditch formwork 8, respectively. The left mounting hole 11 on the left-side ditch reinforcement component 1 and the right mounting hole 21 on the right-side ditch reinforcement component 2 are aligned with the pre-drilled through holes on the left-side ditch formwork 7 and the right-side ditch formwork 8 corresponding to the left-side ditch reinforcement component 1 and the right-side ditch reinforcement component 2. Then, the lower reinforcement rod 4 passes through the left mounting hole 11 and the right mounting hole 21 at the lower end of the left-side ditch reinforcement component 1 and the right-side ditch reinforcement component 2, as well as the corresponding through holes on the left-side ditch formwork 7 and the right-side ditch formwork 8. After adjusting and determining the spacing according to the actual design width requirements of the drainage ditch and roadside ditch 9, the left-side ditch reinforcement components 1 are arranged symmetrically. The trench reinforcement components 1 are detachably installed on the outer walls of the two left trench formwork 7. The right trench reinforcement components 2 are symmetrically arranged. The two right trench reinforcement components 2 are detachably installed on the outer walls of the two right trench formwork 8. At the same time, the upper reinforcement rod 3 is passed through the left mounting hole 11 and the right mounting hole 21 at the upper end of the left trench reinforcement component 1 and the right trench reinforcement component 2, so that it clamps and locks the top of the two left trench formwork 7 and the two right trench formwork 8. Multiple pairs of adjustable locking parts 5 are used to fix the left trench reinforcement component 1 and the right trench reinforcement component 2, so that the two left trench formwork 7 reinforced by the left trench reinforcement component 1 form a qualified left trench pouring cavity, and the two right trench formwork 8 reinforced by the right trench reinforcement component 2 form a qualified right trench pouring cavity. Then the subsequent construction work is carried out.

[0087] During construction, operators only need to pour concrete 91 into the right and left ditch cavities. Before pouring concrete 91, a release agent should be applied evenly. The concrete should be poured from top to bottom into the right and left ditch cavities. During pouring, the concrete 91 needs to be vibrated: an immersion vibrator should be used, inserted quickly and withdrawn slowly, with a movement distance not exceeding 40cm. Each vibration point should last 30 to 35 seconds, and the vibrator should not touch the two sections of the left ditch. For template 7 and the two right-side trench shaping templates 8, pour concrete while vibrating with a vibrator until the surface is free of air bubbles and the concrete 91 reaches the marked position. Following this method, pour concrete 91 into the right-side trench pouring cavity and the left-side trench pouring cavity in sequence. After compaction, periodically calibrate the dimensions. As time goes on, workers smooth and finish the concrete 91. After final setting, cure it. Once the curing is qualified, when the demolding conditions are met, demold the two left-side trench shaping templates 7 and the two right-side trench shaping templates 8.

[0088] During demolding, the operator only needs to loosen the adjustable locking parts 5 installed on both ends of the lower reinforcing rod 4, and then pull the lower reinforcing rod 4 outward horizontally to separate it. The embedded part 6 is poured into the concrete 91 without being removed, so that it forms a whole with the concrete 91. Next, loosen the multiple pairs of adjustable locking parts 5 installed on the upper reinforcing rod 3, and then hold the upper reinforcing rod 3 and lift it upward. The upper reinforcing rod 3, together with the left ditch reinforcing component 1 and the right ditch reinforcing component 2, can be separated from the two left ditch shaping templates 7 and the two right ditch shaping templates 8 at the same time. Finally, remove the two left ditch shaping templates 7 and the two right ditch shaping templates 8 to form the drainage ditch and roadside ditch 9. The operator only needs to fill the reserved through holes left on the drainage ditch and roadside ditch 9 with concrete and grind it smooth.

[0089] Finally, as time goes by, once all the drainage ditches and roadside ditches 9 have been constructed, the operators only need to tighten the adjustable locking parts 5 taken from both ends of the lower reinforcing rod 4 back onto the lower reinforcing rod 4 to prevent loss and affect the next use. At the same time, the various parts of this utility model are cleaned and repaired and moved to the storage warehouse for storage, so as to prepare for the next cycle of use.

[0090] Example 2

[0091] This embodiment 2 is the same as embodiment 1, the only difference being that 6 to Figure 8 As shown, anti-detachment components (31) are also provided at both ends of the upper reinforcing rod 3.

[0092] Specifically, the anti-detachment component (31) is fixedly connected to or detachably installed at both ends of the upper reinforcing rod 3 to prevent the adjustable locking component 5 on the upper reinforcing rod 3 from detaching;

[0093] The anti-detachment component (31) has a mountain-shaped or W-shaped structure.

[0094] The usage is the same as in Example 1. The only difference is that, due to the anti-detachment component (31), the risk of the adjustable locking component 5 on the upper reinforcing rod 3 falling off accidentally can be reduced during use. This avoids the displacement of the utility model due to the adjustable locking component 5 being misappropriated or loosened and falling off, thus preventing local deformation or overall instability of the template, which would affect the quality of concrete pouring. It also helps to improve construction efficiency, shorten the construction cycle, and ensure construction quality.

[0095] Other uses are the same as in Examples 1 and 2, and will not be repeated here.

[0096] Example 3

[0097] This embodiment 3 is the same as embodiment 1 and embodiment 2, except that, as Figure 6 and Figure 8As shown, the upper reinforcing rod 3 is a screw or lead screw with an external thread section on its outer wall. A flat surface is provided at the top of the screw or lead screw, and a scale line 32 is provided on the flat surface.

[0098] Specifically, the plane and the scale line 32 extend from one end of the upper reinforcing rod 3 along its length direction to the other end of the upper reinforcing rod 3.

[0099] In this embodiment, the scale lines 32 allow operators to accurately measure the width of the poured ditch or the thickness of the poured sidewalls, ensuring that the formwork for the left and right ditch meets design requirements. This avoids errors caused by inaccurate manual measurements and guarantees the consistency and standardization of the formwork reinforcement system. During use, operators only need to make quick adjustments based on the scale lines 32, eliminating the need for repeated measurements with other tools. This not only reduces time costs but also improves construction efficiency, especially important for large-scale construction projects. Furthermore, the scale lines 32 serve as a crucial basis for quality inspection after construction. Inspectors can use the scale lines 32 to check whether the reinforcement rods meet design specifications, ensuring the quality of the formwork reinforcement system.

[0100] The specific usage is the same as in Examples 1 and 2, and will not be repeated here.

[0101] Finally, it should be noted that the specific embodiments of this utility model have been described in detail above with reference to the accompanying drawings. However, this utility model is not limited to the above-described embodiments. Within the scope of knowledge possessed by those skilled in the art, various changes can be made to it.

Claims

1. An adjustable trench form reinforcement assembly comprising: Comprise: Left ditch reinforcement members (1) arranged opposite to each other, the upper ends of the two left ditch reinforcement members (1) are sleeved on one end of the upper reinforcement rod (3), the lower ends of the two left ditch reinforcement members (1) are sleeved on one end of the lower reinforcement rod (4), Right ditch reinforcement members (2) arranged opposite to each other, the upper ends of the two right ditch reinforcement members (2) are sleeved on the other end of the upper reinforcement rod (3), the lower ends of the two right ditch reinforcement members (2) are sleeved on the other end of the lower reinforcement rod (4); A plurality of adjustable locking members (5), each adjustable locking member (5) is respectively sleeved on the upper reinforcement rod (3) and the lower reinforcement rod (4), used for limiting and fixing the left ditch reinforcement member (1) and the right ditch reinforcement member (2); Two embedded parts (6), each embedded part (6) is sleeved on the lower reinforcement rod (4) and is located between the two left ditch reinforcement members (1) and the two right ditch reinforcement members (2).

2. The adjustable ditch formwork reinforcement assembly according to claim 1, wherein The two left ditch reinforcement members (1) are arranged symmetrically, and the two left ditch reinforcement members (1) are respectively detachably mounted on the outer walls of the two left ditch shaped formworks (7); The upper reinforcement rod (3) is further provided with anti-disengagement members (31) at both ends thereof.

3. The adjustable ditch formwork reinforcement assembly according to claim 2, wherein The left ditch reinforcement member (1) is a flat and long plate-shaped member, a plurality of left mounting holes (11) are coaxially and through the front and back surfaces of the plate-shaped member; 4. The adjustable trench form reinforcement assembly of claim 1, wherein, The right ditch reinforcement members (2) are arranged symmetrically, and the two right ditch reinforcement members (2) are respectively detachably mounted on the outer walls of the two right ditch shaped formworks (8); The right ditch reinforcement member (2) has the same shape structure as the left ditch reinforcement member (1).

5. An adjustable trench form reinforcement assembly according to claim 4, wherein, The right ditch reinforcement member (2) is a flat and long plate-shaped member, a plurality of right mounting holes (21) are coaxially and through the front and back surfaces of the plate-shaped member; 6. A adjustable trench form reinforcement assembly according to claim 1 wherein, The upper reinforcement rod (3) is a screw rod or a screw rod with an outer thread segment on the outer wall, a flat surface is provided at the top end of the screw rod or the screw rod, and a scale line (32) is provided on the flat surface.

7. A adjustable trench form reinforcement assembly according to claim 6 wherein, The flat surface and the scale line (32) extend from one end edge of the upper reinforcement rod (3) to the other end edge of the upper reinforcement rod (3) along the length direction of the upper reinforcement rod (3); The adjustable locking members (5) are sleeved on the upper reinforcement rod (3) and the lower reinforcement rod (4), respectively, for limiting and fixing the left ditch reinforcement member (1) and the right ditch reinforcement member (2); 8. The adjustable trench form reinforcement assembly of claim 1, wherein, The lower reinforcement rod (4) is a screw rod or a screw rod with an outer thread segment on the outer wall, and adjustable locking members (5) are screwed and mounted at both ends of the screw rod or the screw rod.

9. The adjustable trench form reinforcement assembly of claim 1, wherein, The adjustable locking member (5) is a common nut; The embedded part (6) is a PVC sleeve.

10. The adjustable trench form reinforcement assembly of claim 2, wherein, The anti-disengagement member (31) is fixedly connected or detachably mounted at both ends of the upper reinforcement rod (3), and is used for preventing the adjustable locking member (5) on the upper reinforcement rod (3) from disengaging; The anti-disengagement member (31) is a mountain-shaped or W-shaped structure.

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