Moving template device

Abstract

The utility model relates to the technical field of building construction, and discloses a template moving device which comprises two groups of bearing beams, moving components are arranged at two ends and the bottoms of the two groups of bearing beams, and the moving components are used for flexibly moving the position of the whole device. According to the movable formwork device, the adjusting assembly is installed, a traditional formwork supporting construction technology is broken through, and compared with traditional construction technologies adopting an all-round scaffold, a simple formwork and the like, assembly and disassembly are easy, convenient and rapid, the manual work amount is greatly reduced, and the labor intensity of workers and the labor cost are reduced; and meanwhile, the steel pipe material purchasing cost, the mounting and dismounting labor cost, the matching machine cost and the like are greatly reduced. The integral large steel die is adopted for the single-section water delivery gallery, split bolts and bolt hole repairing are avoided, the concrete surface is seamless, the flatness of the concrete surface is improved, cracks are reduced, the color of the concrete surface is uniform after pouring is completed, and the appearance quality of the gallery concrete is remarkably improved.

Description

Technical Field

[0001] This utility model relates to the field of building construction technology, specifically a mobile formwork device. Background Technology

[0002] With the rapid development of water conservancy, waterway and shipping construction, there is a need to build high-standard ship locks, promote the construction of safe and high-quality projects, and construct high-grade inland waterway projects. In ship lock projects, the water conveyance channel is the key to the construction of the ship lock project. The long channel has distributed side branch holes for water outlet, and the cross-sectional size of the water conveyance channel is small (the cross-sectional size of the channel is 2 meters × 2.7 meters). The channel has high precision requirements and is difficult to construct.

[0003] In existing technologies, the traditional full-span formwork construction process is limited by space constraints, difficulties in personnel operation, and difficulty in ensuring the accuracy of formwork installation. This is mainly due to the small cross-sectional size of the corridor, which restricts the installation and dismantling of formwork as workers move around inside. Utility Model Content

[0004] The purpose of this utility model is to provide a mobile formwork device to solve the problems of traditional full-span formwork construction process in the background art, which is limited by space, difficult for personnel to work, and difficult to guarantee the accuracy of formwork installation. The small cross-sectional size of the corridor and the fact that the workers have to move around inside greatly limit the formwork installation and dismantling operations. By setting up an adjustment component, the position of the formwork can be quickly adjusted to facilitate installation and dismantling.

[0005] To solve the above-mentioned technical problems, this utility model provides the following technical solution:

[0006] A movable template device includes two sets of supporting beams. Movable components are provided at both ends and the bottom of the two sets of supporting beams. The movable components are used to flexibly move the position of the overall device. An adjustment component is provided on the outer side above the supporting beams. The adjustment component is used to support the template structure.

[0007] The moving component includes two sets of drive motors, which are located at the bottom of both ends of the load-bearing beam. The output end of the drive motor is equipped with a steel wheel, and the bottom of the steel wheel is equipped with a track. The bottom of the load-bearing beam is equipped with several sets of ground beam support spiral rods.

[0008] The adjustment assembly includes several sets of fixed supports, and two sets of hinges are respectively provided on the front and back of the fixed supports. A horizontal adjustment rod is provided on the inner side of the hinge, and a corridor side template is installed on the outer side of the end of the hinge.

[0009] Preferably, a number of columns are installed on the top of the load-bearing beam, and a horizontal tie beam is installed between the columns, with the tie beam located on one side of the fixed support.

[0010] Preferably, a top beam is installed on the top of the column, and several sets of diagonal bracing angle steel are installed between the top beams, and several sets of intermediate support rods are distributed between the top beams.

[0011] Preferably, several sets of diagonal bracing rods are arranged between the columns, a corridor top formwork is installed on the top of the top beam, and several sets of horizontal connecting rods are installed horizontally between the top beams.

[0012] Preferably, two sets of lifting jacks are installed on the top of the drive motor, and reinforcing angle steel is installed on the top of the lifting jacks. The reinforcing angle steel is located on the outside of the bearing beams at both ends, and four sets of auxiliary wheels with lifting jacks are provided in the middle of the retractable bearing beam.

[0013] Preferably, the upper end of the corridor side formwork is equipped with several sets of limiting brackets, and the limiting brackets are located on the front and back of the top beam.

[0014] Preferably, a number of positioning brackets are provided on the inner side of the lower end of the corridor side formwork, and a guide column is provided between two sets of positioning brackets.

[0015] Compared with the prior art, the beneficial effects achieved by this utility model are:

[0016] 1. This utility model, through the installation of an adjustment component, utilizes external equipment to simultaneously control the outward extension of multiple sets of horizontal adjustment rods. During the outward extension process, the end-end corridor side formwork is rotated along the limiting bracket via a hinge. Outward rotation supports the formwork, while inward rotation retracts it, thus separating it from the formwork. The adjustment component enables rapid demolding and separation. This construction device for small-section water conveyance corridors in ship locks breaks away from traditional formwork construction techniques. Compared to traditional methods using full-span scaffolding and simple formwork, it offers simpler and faster installation and dismantling, significantly reducing manual labor, labor intensity, and costs. It also substantially reduces the cost of steel pipe materials, installation and dismantling labor, and associated machinery. The single-section water conveyance corridor uses an integral large steel formwork, eliminating tie bolts, bolt hole repairs, and jointless concrete surfaces, improving surface smoothness, reducing cracking, and resulting in a uniform concrete surface color after pouring, significantly improving the appearance quality of the corridor concrete.

[0017] 2. This utility model, by installing a moving component and setting an adjusting component, cannot flexibly move the device to the next stage of pouring. By setting a lifting jack, the steel wheels and auxiliary wheels at the bottom can be driven to contact the track, thereby using the drive motor and internal reducer to control the movement of the steel wheels of the entire device, thereby adjusting the position of the entire device for the next stage of construction. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the main structure of the present utility model;

[0019] Figure 2 This is a schematic diagram of the cross-section of the load-bearing beam of this utility model;

[0020] Figure 3 This is a schematic diagram of the cross-section of the corridor side formwork of this utility model;

[0021] Figure 4 This is a schematic diagram of the cross-section of the top beam of this utility model;

[0022] Figure 5 This is a schematic diagram of the overall cross-section of the present invention during construction.

[0023] The components include: 1. Load-bearing beam; 101. Column; 102. Horizontal tie beam; 103. Horizontal connecting rod; 104. Diagonal brace; 105. Top beam; 106. Diagonal bracing angle steel; 107. Middle brace; 108. Corridor top formwork; 109. Ground beam support spiral rod; 2. Steel wheel; 201. Lifting jack; 202. Drive motor; 203. Track; 204. Auxiliary wheel; 3. Horizontal adjustment rod; 301. Fixed bracket; 302. Hinge; 4. Corridor side formwork; 401. Limiting bracket; 402. Guide column; 403. Positioning bracket. Detailed Implementation

[0024] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0025] Please see Figure 1-5 A movable template device includes two sets of supporting beams 1. Movable components are provided at both ends and the bottom of the two sets of supporting beams 1, and the movable components are used to flexibly move the position of the whole device. An adjustment component is provided on the outer side above the supporting beams 1, and the adjustment component is used to support the template structure.

[0026] The moving component includes two sets of drive motors 202, and the drive motors 202 are respectively located at the bottom of both ends of the bearing beam 1. The output end of the drive motor 202 is provided with a steel wheel 2, and the bottom of the steel wheel 2 is provided with a track 203. Several sets of ground beam support spiral rods 109 are respectively provided at the bottom of the bearing beam 1.

[0027] The adjustment assembly includes several sets of fixed brackets 301, and two sets of hinges 302 are respectively provided on the front and back of the fixed brackets 301. A horizontal adjustment rod 3 is provided on the inner side of the hinge 302, and a corridor side template 4 is installed on the outer side of the end of the hinge 302.

[0028] Through the above technical solution, multiple sets of horizontal adjusting rods 3 are simultaneously controlled to extend outward using external equipment. During the extension process, the end-end corridor side formwork 4 is rotated along the limiting bracket 401 via the hinge 302. Outward rotation supports the formwork, while inward rotation retracts it, thus separating it from the formwork. The adjustment components enable rapid demolding and separation. This construction device for small-section water conveyance corridors in ship locks breaks away from traditional formwork construction techniques. Compared with traditional construction methods using full-span scaffolding and simple formwork, it is simpler and faster to install and dismantle, significantly reducing manual labor, labor intensity, and labor costs. It also significantly reduces costs for steel pipe materials, installation and dismantling labor, and associated machinery. The single-section water conveyance corridor uses an integral large steel formwork, without tie bolts, bolt hole repairs, or joints on the concrete surface, improving the flatness of the concrete surface, reducing cracking, and resulting in a uniform concrete surface color after pouring, significantly improving the appearance quality of the corridor concrete.

[0029] With the above technical solution, by setting up a lifting jack 201, the bottom steel wheel 2 and auxiliary wheel 204 can be driven to contact the track 203, thereby using the drive motor 202 and the internal reducer to control the steel wheel 2 to move the overall device, thereby adjusting the position of the overall device for the next construction step.

[0030] Specifically, several sets of columns 101 are installed on the top of the load-bearing beam 1, and horizontal beams 102 are installed between the columns 101. The horizontal beams 102 are located on one side of the fixed bracket 301.

[0031] Through the above technical solution, the column 101 can provide support for the overall structure of the top, and the horizontal beam 102 can be used to connect the columns 101 on both sides, and can provide an installation position for the fixed bracket 301 on one side.

[0032] Specifically, a top beam 105 is installed on the top of the column 101, and several sets of diagonal bracing angle steels 106 are installed between the top beams 105, and several sets of intermediate support rods 107 are distributed between the top beams 105.

[0033] Through the above technical solution, the top beam 105 is connected and fixed by the diagonal bracing angle steel 106 and the central bracing rod 107, which maintains the overall strength while providing support for the top formwork 108 of the corridor.

[0034] Specifically, several sets of diagonal bracing rods 104 are arranged between the columns 101, the top of the top beam 105 is equipped with a corridor top formwork 108, and several sets of horizontal connecting rods 103 are installed horizontally between the top beams 105.

[0035] Through the above technical solution, the diagonal brace 104 is used to increase the strength and stability of the column 101, and the corridor top formwork 108 can be used to provide support for the top of the inner side of the corridor.

[0036] Specifically, two sets of lifting jacks 201 are installed on the top of the drive motor 202, and a reinforcing angle steel is installed on the top of the lifting jacks 201. The reinforcing angle steel is located on the outside of the bearing beams 1 at both ends, and four sets of auxiliary wheels 204 with lifting jacks 201 are set in the middle of the retractable bearing beams 1.

[0037] Through the above technical solution, the lifting jack 201 can adjust the height of the bottom steel wheel 2 and auxiliary wheel 204 by controlling the extension and retraction, thereby switching between moving and fixed states.

[0038] Specifically, several sets of limiting brackets 401 are installed at the upper end of the corridor side formwork 4, and the limiting brackets 401 are located on the front and back of the top beam 105.

[0039] Through the above technical solution, the limiting bracket 401 can provide a restriction for the corridor side template 4, which facilitates the adjustment of the flipping.

[0040] Specifically, several sets of positioning brackets 403 are provided on the inner side of the lower end of the corridor side formwork 4, and guide columns 402 are provided between two sets of positioning brackets 403.

[0041] Through the above technical solution, the positioning bracket 403 can assist the guide column 402 in adjustment, and the guide column 402 can increase the stability of the corridor side template 4 adjustment.

[0042] In use, the drive motor 202 is first used to control the steel wheel 2 to rotate, thereby driving the entire device to move on the track 203 in the construction area. After moving to the predetermined position, the bottom ground beam support spiral rod 109 is adjusted to ensure that the top corridor top template 108 contacts the top of the inner side of the passage. Then, the control device simultaneously controls the four sets of horizontal adjustment rods 3 to extend outward. During the extension process, the hinge 302 will push the corridor side template 4 to flip along the limit bracket 401. After flipping and unfolding, the corridor side template 4 will be tightly attached to the inner wall of the construction area, thereby achieving the effect of template support.

[0043] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A movable formwork device, comprising two sets of load-bearing beams (1), characterized in that: The two sets of bearing beams (1) are provided with movable components at both ends and bottom, and the movable components are used to flexibly move the position of the whole device. An adjustment component is provided on the outer side above the bearing beams (1), and the adjustment component is used to support the template structure. The moving component includes two sets of drive motors (202), and the drive motors (202) are respectively located at the bottom of both ends of the bearing beam (1). The output end of the drive motor (202) is provided with a steel wheel (2), and the bottom of the steel wheel (2) is provided with a track (203). The bottom of the bearing beam (1) is provided with several sets of ground beam support spiral rods (109). The adjustment assembly includes several sets of fixed brackets (301), and two sets of hinges (302) are respectively provided on the front and back of the fixed brackets (301). A horizontal adjustment rod (3) is provided on the inner side of the hinge (302), and a corridor side template (4) is installed on the outer side of the end of the hinge (302).

2. The movable template device according to claim 1, characterized in that: The top of the load-bearing beam (1) is equipped with several sets of columns (101), and a horizontal tie beam (102) is installed between the columns (101). The horizontal tie beam (102) is located on one side of the fixed bracket (301).

3. The movable template device according to claim 2, characterized in that: The top of the column (101) is equipped with a top beam (105), and several sets of diagonal bracing angle steel (106) are installed between the top beams (105), and several sets of intermediate bracing rods (107) are distributed between the top beams (105).

4. The movable template device according to claim 3, characterized in that: Several sets of diagonal bracing rods (104) are arranged between the columns (101), and the top of the top beam (105) is equipped with a corridor top formwork (108), and several sets of horizontal connecting rods (103) are installed horizontally between the top beams (105).

5. A movable template device according to claim 1, characterized in that: The top of the drive motor (202) is equipped with two sets of lifting jacks (201), and the top of the lifting jacks (201) is equipped with reinforcing angle steel. The reinforcing angle steel is located on the outside of the two end bearing beams (1). The middle of the retractable bearing beam (1) is provided with four sets of auxiliary wheels (204) with lifting jacks (201).

6. A movable template device according to claim 1, characterized in that: The upper end of the corridor side formwork (4) is equipped with several sets of limiting brackets (401), and the limiting brackets (401) are located on the front and back of the top beam (105).

7. A movable template device according to claim 1, characterized in that: Several sets of positioning brackets (403) are provided on the inner side of the lower end of the corridor side template (4), and guide columns (402) are provided between two sets of positioning brackets (403).

Images