Energy dissipation sill structure and construction module

Abstract

The utility model provides an energy dissipation ridge structure and a construction module. The energy dissipation sill structure comprises a bottom frame, a bottom frame and a bottom frame, wherein the bottom frame is used for being connected with a bottom plate of a construction module; the positioning piece is used for being arranged on the bottom plate, a positioning hole matched with the positioning piece is formed in the bottom frame, and the positioning piece is arranged on the bottom frame in a penetrating mode and used for positioning the bottom frame; one end of the middle column system is detachably connected with the bottom frame; and the top plate group is detachably connected with the other end of the middle column system. The energy dissipation sill structure solves the problem that in the prior art, the construction steps of the energy dissipation sill structure are tedious.

Description

Technical Field

[0001] The utility model relates to the technical field of drainage engineering, and in particular to an energy dissipation sill structure and a construction module. Background Art

[0002] In modern society, most of the roads and water conservancy projects have slopes on both sides. Most of the slopes are equipped with drainage ditches and rapids to cope with summer precipitation. The rapids guide the water on the slope to the drainage ditch at the bottom of the slope, and the drainage is drained by the drainage ditch. However, the water in the rapids is affected by the height difference of the slope and has a large energy and a strong impact force, so it is necessary to set an energy dissipation structure in the rapids. During the construction of the current energy dissipation structure, the bottom and side walls of the rapids are generally cast first, and then the secondary construction is carried out. The template is re-supported at the bottom of the groove, and concrete is cast, so that the concrete forms a concrete block in the module, and the concrete block is roughened. By casting multiple concrete blocks, the water flow energy is eliminated. However, this construction method requires a large amount of concrete, the steps are cumbersome, and the support module needs to be built before construction. The construction module needs to be dismantled after the construction is completed, which reduces the construction speed. At the same time, there is a gap in the connection between the secondary cast concrete block and the rapids, and the structural strength of the connection is poor.

[0003] As can be seen from the above, the existing technology has the problem of complicated construction steps of the energy dissipation sill structure. Utility Model Content

[0004] The main purpose of the utility model is to provide an energy dissipation sill structure and a construction module to solve the problem of complicated construction steps of the energy dissipation sill structure in the prior art.

[0005] In order to achieve the above-mentioned purpose, according to one aspect of the utility model, an energy dissipation sill structure is provided, including: a bottom frame, the bottom frame is used to be connected to the bottom plate of the construction module; a positioning member, the positioning member is used to be arranged on the bottom plate, and a positioning hole matched with the positioning member is opened on the bottom frame, and the positioning member is passed through the bottom frame for positioning the bottom frame; a middle column system, one end of the middle column system is detachably connected to the bottom frame; and a top plate group, the top plate group is detachably connected to the other end of the middle column system.

[0006] Furthermore, the middle column system includes supporting columns and connecting pieces, there are multiple connecting pieces and supporting columns, the multiple supporting columns are arranged at intervals, at least one connecting piece is arranged between any two supporting columns, and the two ends of the connecting piece are respectively connected to the two supporting columns.

[0007] Furthermore, the bottom frame is in a U-shape, and a plurality of support columns are respectively arranged at four corners of the bottom frame.

[0008] Furthermore, the connecting member is fixedly connected to the supporting column or formed integrally therewith, and extension directions of two adjacent connecting members among the plurality of connecting members are perpendicular to each other.

[0009] Furthermore, the top plate assembly is in the shape of a U-shaped letter "U", and the cross-sectional dimension of the top plate assembly is the same as the cross-sectional dimension of the bottom frame.

[0010] Furthermore, the bottom frame includes four cross beams, and at least two of the cross beams are provided with positioning holes.

[0011] Furthermore, at least one positioning hole is formed on two opposite cross beams among the four cross beams.

[0012] Furthermore, the connecting members and the positioning members are steel bars or prefabricated columns.

[0013] Furthermore, the bottom frame, the middle column system and the top plate group are all prefabricated structures.

[0014] According to another aspect of the utility model, a construction module is provided, including the above-mentioned energy dissipation sill structure, a bottom plate and side plates, the bottom plate is a concrete structure, the side plates and the energy dissipation sill structure are multiple, and the multiple side plates and the bottom plate form a accommodating space for accommodating the energy dissipation sill structure.

[0015] The technical solution of the utility model is applied, and the energy dissipation sill structure includes a bottom frame, a positioning piece, a middle column system and a top plate group. The bottom frame is used to be connected with the bottom plate of the construction module, and the positioning piece is used to be arranged on the bottom plate. The bottom frame is provided with a positioning hole adapted to the positioning piece. The positioning piece is passed through the bottom frame and used to position the bottom frame. One end of the middle column system is detachably connected to the bottom frame, and the top plate group is detachably connected to the other end of the middle column system. By setting the energy dissipation sill structure into three detachably connected parts, the bottom frame is placed first during construction, and the positioning piece arranged on the bottom plate passes through the positioning hole on the bottom frame to position the bottom frame, and then the middle column system and the top plate group are connected in sequence to realize the assembly of the energy dissipation sill structure. In this way, not only can the construction steps be simplified, the construction period be shortened, and the construction speed be increased, but the positioning piece also improves the positioning accuracy of the energy dissipation sill structure, and the positioning piece can also improve the connection strength between the energy dissipation sill structure and the bottom plate. The problem of complicated construction steps of the energy dissipation sill structure in the prior art is solved. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The drawings constituting part of the present application are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation on the present invention. In the drawings:

[0017] Figure 1 A schematic diagram showing the structure of an energy dissipation sill structure in a specific embodiment of the utility model is shown; and

[0018] Figure 2 A schematic diagram showing the structure of a top plate assembly in a specific embodiment of the utility model is shown;

[0019] Figure 3 A schematic structural diagram of a middle column system in a specific embodiment of the utility model is shown;

[0020] Figure 4 The figure shows a schematic structural diagram of a bottom frame in a specific embodiment of the utility model.

[0021] The above drawings include the following reference numerals:

[0022] 10. Bottom frame; 11. Positioning holes; 12. Crossbeam; 20. Positioning pieces; 30. Middle column system; 31. Supporting columns; 32. Connectors; 40. Top plate group; 50. Bottom plate; 60. Casting layer. DETAILED DESCRIPTION

[0023] It should be noted that, in the absence of conflict, the embodiments and features in the embodiments of the present application can be combined with each other. The present utility model will be described in detail below with reference to the accompanying drawings and in combination with the embodiments.

[0024] It should be noted that, unless otherwise specified, all technical and scientific terms used in this application have the same meanings as commonly understood by ordinary technicians in the technical field to which this application belongs.

[0025] In the present invention, unless otherwise specified, the directional words used, such as "up, down, top, bottom", usually refer to the directions shown in the drawings, or to the components themselves in the vertical, perpendicular or gravity directions; similarly, for ease of understanding and description, "inside and outside" refer to the inside and outside relative to the outline of each component itself, but the above-mentioned directional words are not used to limit the present invention.

[0026] Obviously, the embodiments described above are only some embodiments of the utility model, not all embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work should fall within the scope of protection of the utility model.

[0027] In order to solve the problem of complicated construction steps of energy dissipation sill structure in the prior art, the utility model provides an energy dissipation sill structure and a construction module. The following construction module includes the following energy dissipation sill structure.

[0028] like Figures 1 to 4As shown, the energy dissipation sill structure includes a bottom frame 10, a positioning member 20, a middle column system 30 and a top plate group 40. The bottom frame 10 is used to be connected to the bottom plate 50 of the construction template. The positioning member 20 is used to be arranged on the bottom plate 50. The bottom frame 10 is provided with a positioning hole 11 adapted to the positioning member 20. The positioning member 20 is passed through the bottom frame 10 and is used to position the bottom frame 10. One end of the middle column system 30 is detachably connected to the bottom frame 10. The top plate group 40 is detachably connected to the other end of the middle column system 30.

[0029] By configuring the energy dissipation sill structure to be divided into three detachably connected parts, the bottom frame 10 is placed first during construction, and the positioning members 20 arranged on the bottom plate 50 pass through the positioning holes 11 on the bottom frame 10 to position the bottom frame 10, and then the middle column system 30 and the top plate group 40 are connected in sequence to realize the assembly of the energy dissipation sill structure. In this way, not only can the construction steps be simplified, the construction period be shortened, and the construction speed be increased, but the positioning members 20 can also improve the positioning accuracy of the energy dissipation sill structure and the connection strength between the energy dissipation sill structure and the bottom plate.

[0030] like Figure 1 and Figure 3 As shown, the middle column system 30 includes support columns 31 and connecting members 32. There are multiple connecting members 32 and support columns 31. The multiple support columns 31 are arranged at intervals. There is at least one connecting member 32 between any two support columns 31. The two ends of the connecting member 32 are respectively connected to the two support columns 31.

[0031] Specifically, the bottom frame 10 and the top plate group 40 are provided with connection holes, which are adapted to the support columns 31. When in use, the support columns 31 only need to be inserted into the connection holes to realize the assembly of the energy dissipation sill structure, which is easy to operate. The two ends of the connecting piece 32 are respectively connected to two support columns 31, and multiple connecting pieces 32 connect multiple support columns 31 into a whole. When carrying the middle column system 30, the connecting piece 32 can be used as a handle for easy carrying.

[0032] In another embodiment of the present application which is not shown in the figure, a plurality of connecting members 32 are provided between two adjacent support columns 31 , and the plurality of connecting members 32 form a connecting frame, and the structural strength of the entire middle column system 30 is strengthened by the connecting frame.

[0033] In this embodiment, the bottom frame 10 is in the shape of a Chinese character "U", and a plurality of support columns 31 are respectively disposed at four corners of the bottom frame 10 .

[0034] Specifically, there are four support columns 31, which are respectively arranged at the four corners of the bottom frame 10 to support the top plate group 40. Of course, there may be more support columns 31. In addition to the support columns 31 arranged at the four corners of the bottom frame 10, multiple support columns 31 are also arranged between the four support columns 31. This arrangement improves the overall structural strength of the entire middle column system 30. In this embodiment, there are also four connectors 32, which connect the four support columns 31 in sequence, and the entire middle column system 30 is approximately a square-shaped structure.

[0035] In the present embodiment, the connecting member 32 is fixedly connected to the supporting column 31 or is integrally formed therewith, and the extending directions of two adjacent connecting members 32 among the plurality of connecting members 32 are perpendicular to each other.

[0036] Specifically, multiple connectors 32 are arranged on the same plane, and multiple connectors 32 are connected and fixed to multiple support columns 31 to facilitate production. After the support columns 31 are processed and formed, the connectors 32 are connected to the support columns 31. In this way, connectors 32 can be added between two adjacent support columns 31 as needed, and the number of middle column systems 30 required for construction can be assembled at the construction site. The method of integrally forming the connectors 32 and the support columns 31 can ensure the connection strength between the connectors 32 and the support columns 31, avoid the connectors 32 from being separated from the support columns 31 during transportation, and this method can speed up the construction speed. The specific method can be selected according to actual needs.

[0037] In this embodiment, the top plate assembly 40 is in the shape of a U-shaped ...

[0038] Specifically, the top plate group 40 is an integrally formed structure to speed up the production and processing. The same top plate group 40 can be a spliced ​​structure, and multiple plates are spliced ​​to form the top plate group 40, so that the overall structural shape of the top plate group 40 can be adjusted according to actual needs. In this embodiment, the four side plates of the top plate group 40 are equal in height. The top plate group 40 and the bottom frame 10 are projected on the horizontal plane, and the outer side of the middle column system 30 is flush with the top plate group 40 and the outer side of the bottom frame 10. The entire energy dissipation sill structure is similar to a rectangular parallelepiped structure.

[0039] In this embodiment, the bottom frame 10 includes four cross beams 12 , and at least two of the cross beams 12 are provided with positioning holes 11 .

[0040] Specifically, the four cross beams 12 of the bottom frame 10 are perpendicular to each other, and the bottom frame 10 is formed in one piece, so as to speed up production. The bottom frame 10 is positioned by opening a positioning hole 11 on the cross beam 12, and the positioning member 20 passes through the positioning hole 11. The positioning hole 11 is a through hole, and the size of the positioning hole 11 is adapted to the size of the positioning member 20. Optionally, a fastener is provided on the side of the cross beam 12 away from the bottom plate 50, and the fastener is sleeved on the positioning member 20, and the bottom frame 10 is fastened with the fastener.

[0041] In this embodiment, at least one positioning hole 11 is formed on two opposite cross beams 12 among the four cross beams 12 .

[0042] Specifically, the number of positioning members 20 is arranged in one-to-one correspondence with the number of positioning holes 11, and a positioning hole 11 is provided on two opposite beams 12 among the four beams 12. Two positioning members 20 are extended into the two positioning holes 11 to position the bottom frame 10 to prevent the bottom frame 10 from rotating during construction, thereby improving the reliability of positioning.

[0043] In this embodiment, the connecting member 32 and the positioning member 20 are steel bars or prefabricated columns.

[0044] Specifically, when the connecting member 32 and the positioning member 20 are steel bars, it is beneficial for the connecting member 32 and the support column 31 to be integrally formed, and it is also convenient for the positioning member 20 to be connected to the bottom plate 50. Optionally, when the positioning member 20 is a steel bar, the positioning member 20 is integrally formed with the bottom plate 50, and the positioning member 20 is preset on the bottom plate 50 during construction, and then the bottom frame 10 is sleeved on the positioning member 20.

[0045] In this embodiment, the bottom frame 10, the middle column system 30 and the top plate group 40 are all prefabricated structures.

[0046] Specifically, the bottom frame 10, the middle column system 30 and the top plate group 40 are prefabricated concrete structures. By setting the bottom frame 10 and the top plate group 40 to a hollow U-shaped structure, the amount of concrete can be reduced, the overall weight can be reduced, and it is easy to carry. At the same time, the bottom frame 10, the middle column system 30 and the top plate group 40 are prefabricated before construction to speed up the construction progress and avoid the need for roughening operations after the construction is completed.

[0047] The present application also provides a construction module, which includes the above-mentioned energy dissipation sill structure, a bottom plate 50 and side plates, the bottom plate 50 is a concrete structure, and there are multiple side plates and energy dissipation sill structures. The multiple side plates and the bottom plate 50 form a storage space for accommodating the energy dissipation sill structure.

[0048] Specifically, the construction of the rapid trough structure is completed through the construction module. During the construction, it is necessary to first set the side panels at the construction position and pour a certain thickness of concrete to form a bottom plate 50, and then partially extend the positioning member 20 into the bottom plate 50, and then sequentially place the bottom frame 10, the middle column system 30 and the top plate group 40 to complete the assembly of an energy dissipation ridge structure. By setting a plurality of positioning members 20, a plurality of energy dissipation ridge structures are set on the bottom plate 50. Preferably, the plurality of energy dissipation ridge structures are staggered to ensure that the plurality of energy dissipation ridge structures in the rapid trough structure after the construction is completed can directly contact the water passing through the rapid trough structure to achieve energy dissipation.

[0049] The energy dissipation sill structure is arranged behind the bottom plate 50, and concrete is poured into the accommodation space formed by the side plate and the bottom plate 50 to form a casting layer 60. The thickness of the casting layer 60 is at least parallel to the top height of the middle column system 30. At this time, the connecting member 32 can increase the connection strength between the energy dissipation sill structure and the casting layer 60. Preferably, the top of the casting layer 60 is flush with the bottom of the top plate group 40 to ensure the structural strength of the energy dissipation sill structure.

[0050] From the above description, it can be seen that the above-mentioned embodiments of the utility model achieve the following technical effects: by setting the energy dissipation sill structure including the bottom frame 10, the positioning member 20, the middle column system 30 and the top plate group 40, the bottom frame 10 is used to be connected with the bottom plate 50 of the construction module, the positioning member 20 is used to be arranged on the bottom plate 50, the bottom frame 10 is provided with a positioning hole 11 adapted to the positioning member 20, the positioning member 20 is penetrated on the bottom frame 10, and is used to position the bottom frame 10, one end of the middle column system 30 is detachably connected to the bottom frame 10, and the top plate group 40 is connected to the middle column system The other end of 30 is detachably connected. By setting the energy dissipation sill structure into three detachably connected parts, the bottom frame 10 is placed first during construction, and the positioning member 20 set on the bottom plate 50 passes through the positioning hole 11 on the bottom frame 10 to position the bottom frame 10, and then the middle column system 30 and the top plate group 40 are connected in sequence to realize the assembly of the energy dissipation sill structure. In this way, not only can the construction steps be simplified, the construction period be shortened, and the construction speed be increased, but the positioning member 20 can also improve the positioning accuracy of the energy dissipation sill structure and the connection strength between the energy dissipation sill structure and the bottom plate.

[0051] It should be noted that the terms used herein are only for describing specific embodiments and are not intended to limit the exemplary embodiments according to the present application. As used herein, unless the context clearly indicates otherwise, the singular form is also intended to include the plural form. In addition, it should be understood that when the terms "comprise" and / or "include" are used in this specification, it indicates the presence of features, steps, operations, devices, components and / or combinations thereof.

[0052] It should be noted that the terms "upper", "lower", etc. in the specification and claims of the present application and the above-mentioned drawings are used to distinguish similar objects, and are not necessarily used to describe a specific order or sequence. It should be understood that the terms used in this way can be interchanged where appropriate, so that the embodiments of the present application described herein can be implemented in an order other than those illustrated or described herein.

[0053] The above description is only the preferred embodiment of the utility model, and is not intended to limit the utility model. For those skilled in the art, the utility model can have various modifications and changes. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the utility model shall be included in the protection scope of the utility model.

Claims

1. An energy dissipation sill structure, characterized in that: include: A bottom frame (10), the bottom frame (10) being used to be connected to a bottom plate (50) of a construction module; a positioning member (20), the positioning member (20) being used to be arranged on the bottom plate (50), the bottom frame (10) being provided with a positioning hole (11) adapted to the positioning member (20), the positioning member (20) being passed through the bottom frame (10) and being used to position the bottom frame (10); A middle column system (30), one end of the middle column system (30) being detachably connected to the bottom frame (10); A top plate group (40) is detachably connected to the other end of the middle column system (30).

2. The energy dissipation sill structure according to claim 1, characterized in that: The middle column system (30) comprises a support column (31) and a connecting piece (32). Both the connecting piece (32) and the support column (31) are multiple, the multiple support columns (31) are arranged at intervals, at least one connecting piece (32) is arranged between any two support columns (31), and the two ends of the connecting piece (32) are respectively connected to the two support columns (31).

3. The energy dissipation sill structure according to claim 2, characterized in that: The bottom frame (10) is in the shape of a Chinese character "Yu". The plurality of support columns (31) are respectively arranged at the four corners of the bottom frame (10).

4. The energy dissipation sill structure according to claim 2, characterized in that: The connecting member (32) is connected and fixed to the supporting column (31) or is integrally formed therewith, and the extension directions of two adjacent connecting members (32) among the plurality of connecting members (32) are perpendicular to each other.

5. The energy dissipation sill structure according to claim 1, characterized in that: The top plate group (40) is in the shape of a Chinese character "Yu". The cross-sectional dimensions of the top plate group (40) are the same as the cross-sectional dimensions of the bottom frame (10).

6. The energy dissipation sill structure according to claim 1, characterized in that: The bottom frame (10) comprises four cross beams (12), and at least two of the cross beams (12) are provided with the positioning holes (11).

7. The energy dissipation sill structure according to claim 6, characterized in that: At least one positioning hole (11) is provided on two opposite cross beams (12) among the four cross beams (12).

8. The energy dissipation sill structure according to claim 2, characterized in that: The connecting member (32) and the positioning member (20) are steel bars or prefabricated columns.

9. The energy dissipation sill structure according to any one of claims 1 to 8, characterized in that: The bottom frame (10), the middle column system (30) and the top plate group (40) are all prefabricated structures.

10. A construction module, characterized in that: It comprises the energy dissipation sill structure, the bottom plate (50) and the side plates according to any one of claims 1 to 9, wherein the bottom plate (50) is a concrete structure, and there are multiple side plates and multiple bottom plates (50) forming a storage space for accommodating the energy dissipation sill structure.

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