Concrete cast-in-place belt template device at torrent chute

Abstract

The utility model belongs to the technical field of road construction, and discloses a concrete cast-in-place belt template device at a torrent chute. The concrete cast-in-place belt formwork device at the torrent chute comprises a formwork assembly and a clamping assembly. The number of the clamping assemblies is at least two, each clamping assembly comprises a transverse rod and two vertical rods, at least three vertical holes are formed in each transverse rod at intervals, the transverse rods are located above the arc-shaped formworks and stretch across the two arc-shaped formworks in the opposite directions of the arc-shaped formworks, and the two vertical rods are inserted into the different vertical holes correspondingly. The two vertical rods abut against the outer side walls of the two arc-shaped templates respectively. According to the at least two clamping assemblies, through the design that the transverse rod stretches across the two arc-shaped templates, and the vertical rods are inserted into different vertical holes in the transverse rod and abut against the outer side walls of the arc-shaped templates, operation is easy and convenient. A constructor can quickly select the proper vertical holes to insert the vertical rods according to the distance between the arc-shaped templates, so that the arc-shaped templates are fixed, a complicated fixing process is not needed, the construction time is shortened, and the construction efficiency of the chute cast-in-place belt is improved.

Description

Technical Field

[0001] This utility model relates to the field of road construction technology, and in particular to a formwork device for cast-in-place concrete strips at rapid flow channels. Background Technology

[0002] The shoulder at the junction of the road surface and the sluice gate is made of cast-in-place concrete and is curved in shape. Currently, conventional wooden formwork is generally installed before pouring concrete. However, this method is inconvenient for setting up the wooden formwork, the construction process is lengthy, and it also results in poor appearance quality of the concrete strip. Utility Model Content

[0003] The purpose of this utility model is to provide a formwork device for the cast-in-place concrete strip at the rapid flow channel, so as to speed up the construction progress of the cast-in-place concrete strip at the rapid flow channel and improve the quality of concrete construction.

[0004] To achieve this objective, the present invention adopts the following technical solution:

[0005] The formwork device for the cast-in-place concrete strip at the rapid flow channel includes:

[0006] A template assembly, comprising two opposing and spaced-apart arc-shaped templates, wherein the arc-shaped space between the two arc-shaped templates is used for pouring concrete;

[0007] At least two clamping assemblies, each clamping assembly including a horizontal bar and two vertical bars, wherein the horizontal bar is provided with at least three vertical holes spaced apart, the horizontal bar is located above the arc-shaped template and spans across the two arc-shaped templates in opposite directions, the two vertical bars are respectively inserted into different vertical holes, and the two vertical bars are respectively abutted against the outer side walls of the two arc-shaped templates.

[0008] Optionally, each of the arc-shaped templates is provided with a vertical insertion hole, and each of the vertical rods is inserted into the corresponding vertical insertion hole.

[0009] Optionally, each of the arc-shaped templates has a first arc-shaped plate and a second arc-shaped plate opposite to each other on its outer side wall. The first arc-shaped plate and the second arc-shaped plate are connected by fasteners, and the vertical insertion hole is formed between the first arc-shaped plate and the second arc-shaped plate.

[0010] Optionally, the first arc-shaped plate has a first through hole, and the second arc-shaped plate has a second through hole. The fastener includes a bolt and a nut, the bolt passes through the first through hole and the second through hole, and is connected to the nut.

[0011] Optionally, multiple fasteners are provided at intervals along the depth direction of the vertical insertion hole.

[0012] Optionally, the clamping assembly further includes a limiting assembly corresponding to each of the vertical bars. The limiting assembly includes an upper limiting member and a lower limiting member, both of which are detachably mounted on the vertical bars. The upper limiting member and the lower limiting member abut against the vertical side walls of the horizontal bar, respectively.

[0013] Optionally, the upper limit member is threadedly connected to the vertical rod, and / or the lower limit member is threadedly connected to the vertical rod.

[0014] Optionally, the vertical rod includes a smooth section and a threaded section connected together, the upper limit member and / or the lower limit member are threadedly connected to the threaded section, and only the smooth section contacts the arc-shaped template.

[0015] Optionally, a rubber buffer layer is provided on the lower end surface of the arc-shaped template.

[0016] Optionally, only two clamping components are provided, and the two clamping components are respectively disposed at both ends of the arc-shaped template in the arc length direction.

[0017] Beneficial effects:

[0018] This utility model provides a formwork device for cast-in-place concrete strips in chute construction. At least two clamping components span two curved templates via a horizontal bar. Vertical bars are inserted into different vertical holes on the horizontal bar and pressed against the outer wall of the curved template, making operation simple and convenient. Construction workers can quickly select appropriate vertical holes to insert the vertical bars according to the spacing of the curved templates, thus fixing the templates without cumbersome fixing procedures, shortening construction time and improving the construction efficiency of chute cast-in-place strips. The device allows for flexible selection of vertical holes to insert the vertical bars according to the spacing requirements of the curved templates in different construction scenarios, making it suitable for chute cast-in-place strip construction of various sizes and specifications, thus improving the versatility of the formwork device. Two opposing and spaced-apart arc-shaped templates are used, whose shapes match the curves at the junction of the road surface and the sluice. Compared with conventional wooden templates, there is no need for complex on-site cutting and splicing. They can be quickly positioned and placed in the predetermined position, with one end against the side wall of the road shoulder and the other end against the side wall of the sluice. This can significantly reduce the template layout time, speed up the construction progress, and directly form a regular arc-shaped space with the road shoulder and the sluice, thereby improving the appearance quality of the concrete strip. Attached Figure Description

[0019] Figure 1 This is a top view of a road to which the formwork device for cast-in-place concrete strips at the rapid flow channel provided in this embodiment of the utility model can be applied;

[0020] Figure 2 This is a schematic diagram of the structure of the formwork device for cast-in-place concrete at the rapid flow channel provided in this embodiment of the utility model. Figure 1 ;

[0021] Figure 3 This is a schematic diagram of the structure of the formwork device for cast-in-place concrete at the rapid flow channel provided by this utility model. Figure 2 .

[0022] In the picture:

[0023] 1. Road surface; 2. Road shoulder; 3. Rapid flow channel; 4. Channel shoulder;

[0024] 101. Curved template; 102. First curved plate; 103. Second curved plate; 104. Fasteners;

[0025] 201. Horizontal bar; 202. Vertical bar; 203. Vertical hole; 204. Upper limit stop; 205. Lower limit stop. Detailed Implementation

[0026] The technical solution of this utility model will be further described below with reference to the accompanying drawings and specific embodiments.

[0027] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0028] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to illustrate selected embodiments of the invention. All other embodiments obtained by those skilled in the art based on the embodiments of the present invention without inventive effort are within the scope of protection of the present invention.

[0029] It should be noted that similar labels and letters in the following figures indicate similar items. Therefore, once an item is defined in one figure, it does not need to be further defined and explained in subsequent figures.

[0030] In the description of this utility model, it should be noted that the terms "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer," etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the product of this utility model is in use. They are used only for the convenience of describing this utility model and for simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limitations on this utility model. Furthermore, the terms "first," "second," and "third," etc., are used only to distinguish descriptions and should not be construed as indicating or implying relative importance. In the description of this utility model, unless otherwise stated, "a plurality of" means two or more.

[0031] In the description of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set" and "connection" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection. Those skilled in the art can understand the specific meaning of the above terms in this utility model based on the specific circumstances.

[0032] In this invention, unless otherwise explicitly specified and limited, "above" or "below" the second feature can include direct contact between the first and second features, or contact between the first and second features through another feature between them. Furthermore, "above," "over," and "on top" of the second feature includes the first feature directly above or diagonally above the second feature, or simply indicates that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature includes the first feature directly below or diagonally below the second feature, or simply indicates that the first feature is at a lower horizontal level than the second feature.

[0033] In the description of this utility model, the term "and / or" is merely a description of the relationship between related objects, indicating that three relationships can exist. For example, A and / or B can represent: A existing alone, A and B existing simultaneously, or B existing alone. Additionally, in this utility model, the character " / " generally indicates that the preceding and following related objects have an "or" relationship.

[0034] The embodiments of this utility model are described in detail below. Examples of these embodiments are shown in the accompanying drawings, wherein the same or similar reference numerals denote the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain this utility model, and should not be construed as limiting this utility model.

[0035] like Figures 2-3As shown, this embodiment provides a formwork device for cast-in-place concrete strips at a rapid flow channel. The formwork device for cast-in-place concrete strips at a rapid flow channel includes a formwork assembly and a clamping assembly.

[0036] The template assembly includes two arc-shaped templates 101 that are positioned opposite each other and spaced apart, with the arc-shaped space between the two arc-shaped templates 101 used for pouring concrete.

[0037] like Figures 2-3 As shown, the clamping assembly has at least two components, including a horizontal bar 201 and two vertical bars 202. The horizontal bar 201 has at least three vertical holes 203 spaced apart. The horizontal bar 201 is located above the arc-shaped template 101 and spans across the two arc-shaped templates 101 in opposite directions. The two vertical bars 202 are respectively inserted into different vertical holes 203 and abut against the outer walls of the two arc-shaped templates 101.

[0038] like Figure 1 and Figure 2 As shown, during construction, two arc-shaped templates 101 are placed opposite each other at the junction of the road surface 1 and the trough 3, with one end of the arc-shaped template 101 abutting against the side wall of the shoulder 2 and the other end abutting against the side wall of the trough shoulder 4, thus forming an arc-shaped space for pouring concrete together with the shoulder 2 and the trough shoulder 4, facilitating concrete pouring within the arc-shaped space. Then, a horizontal bar 201 is placed above the arc-shaped template 101. Based on the spacing of the arc-shaped templates 101, different vertical holes 203 are selected on the horizontal bar 201, and two vertical bars 202 are inserted into the vertical holes 203 respectively, so that the two vertical bars 202 are pressed against the outer side walls of the two arc-shaped templates 101 respectively. The vertical bars 202 apply pressure to the arc-shaped template 101 within the arc-shaped space, thereby fixing the arc-shaped template 101.

[0039] The design, featuring at least two clamping components spanning two curved templates 101 via a horizontal bar 201 and vertical bars 202 inserted into different vertical holes 203 on the horizontal bar 201 and pressed against the outer wall of the curved template 101, is simple and convenient to operate. Construction workers can quickly select appropriate vertical holes 203 to insert into the vertical bars 202 based on the spacing of the curved templates 101, thus fixing the curved templates 101 without cumbersome fixing procedures, shortening construction time and improving the construction efficiency of the cast-in-place trough. The vertical holes 203 can be flexibly selected to insert into the vertical bars 202 according to the spacing requirements of the curved templates 101 in different construction scenarios, making it suitable for the construction of cast-in-place troughs of various sizes and specifications, thus improving the versatility of the template device. Two relatively spaced arc-shaped templates 101 are used, whose shapes match the curves at the junction of the road surface and the trough. Compared with conventional wooden templates, there is no need for complex on-site cutting and splicing. They can be quickly positioned and placed in the predetermined position, with one end attached to the side wall of the road shoulder and the other end attached to the side wall of the trough shoulder. This can significantly reduce the template layout time and speed up the construction progress. It can also directly form a regular arc-shaped space with the road shoulder and the trough shoulder, thereby improving the appearance quality of the concrete strip.

[0040] like Figures 2-3 As shown, optionally, each arc-shaped template 101 is provided with a vertical insertion hole, and each vertical rod 202 is inserted into the corresponding vertical insertion hole. The insertion of each vertical rod 202 into the corresponding vertical insertion hole provides precise positioning between the vertical rod 202 and the arc-shaped template 101. Compared to relying solely on the vertical rod 202 pressing against the outer wall of the arc-shaped template 101, the cooperation between the vertical insertion hole and the vertical rod 202 further restricts the relative displacement between the vertical rod 202 and the arc-shaped template 101, ensuring that the connection position between the vertical rod 202 and the arc-shaped template 101 is fixed and accurate. This results in more precise positioning of the two arc-shaped templates 101 after installation, ensuring the stability of the arc-shaped space used for concrete pouring, improving the forming accuracy of the concrete strip, making the shape and size of the concrete strip more in line with design requirements, and achieving better appearance quality.

[0041] like Figures 2-3 As shown, optionally, each arc-shaped template 101 has a first arc-shaped plate 102 and a second arc-shaped plate 103 oppositely arranged on its outer side wall. The first arc-shaped plate 102 and the second arc-shaped plate 103 are connected by fasteners 104, forming a vertical insertion hole between them. The distance between the first arc-shaped plate 102 and the second arc-shaped plate 103 can be flexibly adjusted by adjusting the tightening degree of the fasteners 104 according to actual construction needs, thereby changing the size of the vertical insertion hole. This facilitates the insertion of the vertical rod 202 when the diameter of the vertical insertion hole is large, and also facilitates reducing the diameter of the vertical insertion hole after the vertical rod 202 is inserted to tightly hold the vertical rod 202, improving stability.

[0042] Optionally, the first arc-shaped plate 102 has a first through hole, and the second arc-shaped plate 103 has a second through hole. The fastener 104 includes a bolt and a nut. The bolt passes through the first and second through holes and is connected to the nut. This bolt and nut connection method is very convenient in construction. Construction workers only need simple tools, such as wrenches, to easily pass the bolt through the through holes and tighten the nut to complete the connection between the first arc-shaped plate 102 and the second arc-shaped plate 103. When disassembly is required, the two arc-shaped plates can be separated by turning the nut in the opposite direction, facilitating adjustment of the vertical insertion hole, saving construction time, improving construction efficiency, and reducing construction difficulty.

[0043] like Figures 2-3 As shown, optionally, multiple fasteners 104 are spaced apart along the depth direction of the vertical insertion hole. The multiple fasteners 104 spaced apart along the depth direction of the vertical insertion hole ensure that the first arc-shaped plate 102 and the second arc-shaped plate 103 are tightly connected throughout the entire depth range of the vertical insertion hole. During concrete pouring, when the formwork is subjected to external forces such as lateral pressure from the concrete, these evenly distributed fasteners 104 can evenly distribute the stress across the entire vertical insertion hole structure, preventing stress concentration in a localized area. This effectively prevents the first arc-shaped plate 102 and the second arc-shaped plate 103 from separating or deforming due to excessive localized stress, significantly enhancing the stability and overall strength of the vertical insertion hole.

[0044] like Figures 2-3 As shown, optionally, the clamping assembly also includes limiting components corresponding one-to-one with the vertical rods 202. The limiting components include an upper limiting member 204 and a lower limiting member 205, both detachably mounted on the vertical rods 202. The upper limiting member 204 and the lower limiting member 205 respectively abut against the vertical side walls of the horizontal rod 201. The upper limiting member 204 and the lower limiting member 205 abut against the side walls of the horizontal rod 201, forming a reliable limit on the vertical rods 202, effectively preventing the vertical rods 202 from accidentally sliding within the vertical holes 203 of the horizontal rods 201. During concrete pouring, the formwork is subjected to various external forces, such as the impact of concrete and vibration during compaction. If the vertical rods 202 slide, it may cause the curved formwork 101 to shift, thus affecting the concrete forming. In other embodiments, the limiting components may not be provided; the horizontal rods 201 can simply be placed on the two curved formworks 101.

[0045] like Figures 2-3As shown, optionally, the upper limit member 204 is threadedly connected to the vertical rod 202, and the lower limit member 205 is threadedly connected to the vertical rod 202. Threaded connections have inherent self-locking properties and good linear adjustment characteristics. With each rotation of a certain angle, the distance that the upper limit member 204 or the lower limit member 205 moves on the vertical rod 202 is relatively fixed and precisely controllable. This allows construction personnel to finely adjust the relative positions of the vertical rod 202 and the horizontal rod 201 according to actual construction needs, and achieve self-locking after adjustment. In this embodiment, both the upper limit member 204 and the lower limit member 205 can be nuts.

[0046] Optionally, the vertical rod 202 includes a connected smooth section and a threaded section. The upper limit member 204 and / or the lower limit member 205 are threadedly connected to the threaded section, and only the smooth section contacts the arc-shaped template 101. This minimal contact between the smooth section and the arc-shaped template 101 avoids scratching the template during installation and use caused by the rough surface of the threaded section, facilitating the installation of the vertical rod 202 and the arc-shaped template 101 and extending its service life. The good contact between the smooth section and the arc-shaped template 101 ensures even pressure distribution on the vertical rod 202, resulting in more uniform stress on the arc-shaped template 101 and enhancing the overall stability of the template device.

[0047] Optionally, a rubber buffer layer is provided on the lower end face of the curved template 101. The rubber buffer layer has a certain elasticity and can fill the tiny gaps between the lower end face of the curved template 101 and the ground. Furthermore, the rubber buffer layer can also cushion the impact on the ground during the installation of the curved template 101, preventing damage to the ground and the formation of gaps. The rubber buffer layer effectively prevents grout leakage, ensuring that the concrete solidifies within the specified space and ensuring the quality of the concrete strip. In this embodiment, the rubber buffer layer is adhesively bonded to the lower end face of the curved template 101.

[0048] like Figures 2-3 As shown, optionally, only two clamping assemblies are provided, with the two clamping assemblies respectively located at both ends of the arc-shaped template 101 along the arc length direction. Having only two clamping assemblies significantly reduces the number of parts. This makes the template device structure simpler, reduces the workload of processing and assembly, and improves work efficiency.

[0049] Obviously, the above embodiments of this utility model are merely examples for clearly illustrating the present utility model, and are not intended to limit the implementation of the present utility model. Those skilled in the art can make other variations or modifications based on the above description. It is neither necessary nor possible to exhaustively list all possible implementations here. Any modifications, equivalent substitutions, and improvements made within the spirit and principles of this utility model should be included within the protection scope of the claims of this utility model.

Claims

1. A formwork device for cast-in-place concrete strips at a rapid flow channel, characterized in that, include: The template assembly includes two arc-shaped templates (101) that are opposite to each other and spaced apart, and the arc-shaped space between the two arc-shaped templates (101) is used for pouring concrete; At least two clamping assemblies, each clamping assembly including a horizontal bar (201) and two vertical bars (202), wherein the horizontal bar (201) is provided with at least three vertical holes (203) spaced apart, the horizontal bar (201) is located above the arc-shaped template (101) and spans across the two arc-shaped templates (101) in opposite directions, and the two vertical bars (202) are respectively inserted into different vertical holes (203) and respectively abut against the outer side walls of the two arc-shaped templates (101).

2. The formwork device for cast-in-place concrete strip at the rapid flow channel according to claim 1, characterized in that, Each of the arc-shaped templates (101) is provided with a vertical insertion hole, and each of the vertical rods (202) is inserted into the corresponding vertical insertion hole.

3. The formwork device for cast-in-place concrete strip at the rapid flow channel according to claim 2, characterized in that, Each of the arc-shaped templates (101) has a first arc-shaped plate (102) and a second arc-shaped plate (103) arranged opposite to each other on its outer side wall. The first arc-shaped plate (102) and the second arc-shaped plate (103) are connected by fasteners (104), and the first arc-shaped plate (102) and the second arc-shaped plate (103) form the vertical insertion hole.

4. The formwork device for cast-in-place concrete strip at the rapid flow channel according to claim 3, characterized in that, The first arc plate (102) has a first through hole, and the second arc plate (103) has a second through hole. The fastener (104) includes a bolt and a nut. The bolt passes through the first through hole and the second through hole and is connected to the nut.

5. The formwork device for cast-in-place concrete strip at the rapid flow channel according to claim 3, characterized in that, Along the depth direction of the vertical insertion hole, the fasteners (104) are provided in multiple intervals.

6. The formwork device for cast-in-place concrete strips at the rapid flow channel according to claim 1, characterized in that, The clamping assembly also includes a limiting assembly corresponding to each of the vertical rods (202). The limiting assembly includes an upper limiting member (204) and a lower limiting member (205). The upper limiting member (204) and the lower limiting member (205) are detachably mounted on the vertical rods (202). The upper limiting member (204) and the lower limiting member (205) abut against the vertical side walls of the horizontal rods (201), respectively.

7. The formwork device for cast-in-place concrete strips at the rapid flow channel according to claim 6, characterized in that, The upper limit member (204) is threadedly connected to the vertical rod (202), and / or the lower limit member (205) is threadedly connected to the vertical rod (202).

8. The formwork device for cast-in-place concrete strip at the rapid flow channel according to claim 7, characterized in that, The vertical rod (202) includes a smooth section and a threaded section connected together. The upper limit member (204) and / or the lower limit member (205) are threadedly connected to the threaded section. Only the smooth section contacts the arc-shaped template (101).

9. The formwork device for cast-in-place concrete strips at the rapid flow channel according to any one of claims 1-8, characterized in that, A rubber buffer layer is provided on the lower end surface of the arc-shaped template (101).

10. The formwork device for cast-in-place concrete strips at the rapid flow channel according to any one of claims 1-8, characterized in that, There are only two clamping components, which are respectively located at both ends of the arc-shaped template (101) in the arc length direction.

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