CN218990216U - Slope grid framework protection template structure - Google Patents

Slope grid framework protection template structure Download PDF

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CN218990216U
CN218990216U CN202223237088.8U CN202223237088U CN218990216U CN 218990216 U CN218990216 U CN 218990216U CN 202223237088 U CN202223237088 U CN 202223237088U CN 218990216 U CN218990216 U CN 218990216U
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template
strip
module
shaped
assemblies
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CN202223237088.8U
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孙良
王雪
王胜儒
杨玲秀
席倩
张旭东
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China Railway Beijing Engineering Group Co Ltd
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China Railway Beijing Engineering Group Co Ltd
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    • Y02A10/23Dune restoration or creation; Cliff stabilisation

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Abstract

The utility model relates to a side slope square grid skeleton protection template structure, it includes a plurality of node template subassemblies and coupling assembling, node template subassembly includes four bar modules, and the joint integrated into one piece is connected in common to each bar module's one end, connects through coupling assembling between the bar template of two adjacent node template subassemblies. According to the node template assembly, the node template assemblies are integrally formed, and the connecting assemblies are used for connection and combination, so that a plurality of square areas are formed, the installation times are greatly reduced, and the installation convenience is high; and the integrally formed strip-shaped module is strong in firmness, difficult to expand the die, high in repeated utilization rate, economical and good in pouring molding effect.

Description

Slope grid framework protection template structure
Technical Field
The application relates to the field of template structures, in particular to a side slope grid framework protection template structure.
Background
The side slope construction adopts a square cast-in-place concrete skeleton as a slope protection, and common working conditions are road side slopes and airport side slopes.
The existing square concrete skeleton mostly adopts the wood form, the battens and the steel bars to support and fix the form, however, the square skeleton is provided with a plurality of square areas, each square area is provided with four connecting nodes, the corresponding wood form is required to be spliced and fixed at the connecting nodes, namely, the existing wood form splicing positions are more, so that the temporary installation and fixation of the wood form are more complicated.
Disclosure of Invention
In order to simplify the installation of template, this application provides a side slope square skeleton protection template structure.
The application provides a side slope square grid skeleton protection template structure adopts following technical scheme:
the utility model provides a side slope square grid skeleton protection template structure, includes a plurality of node template subassemblies and coupling assembling, node template subassembly includes four bar modules, and the joint integrated into one piece is connected in each bar module's one end jointly, connects through coupling assembling between the bar template of two adjacent node template subassemblies.
Through adopting above-mentioned technical scheme, during the installation, put node template subassembly earlier, then utilize coupling assembling to connect the combination, four node template subassemblies can constitute a square region, compare current wood form installation, this application is because node template subassembly is integrated into one piece, consequently only needs the installation of coupling assembling department, and the installation number of times greatly reduces, and the installation convenience is high.
And, integrated into one piece's bar module, the fastness is stronger, is difficult for the mould that rises, and reuse rate is high, and economy and pouring shaping are effectual.
Optionally, the strip module includes first cope match-plate pattern, two first side templates, and the both sides long side of first cope match-plate pattern is connected with the upside integrated into one piece of the first side template of one side respectively, strip module the short side of first side template is connected with the short side integrated into one piece of the first side template of another strip module, strip module the short side of first cope match-plate pattern is connected with the short side integrated into one piece of the first cope match-plate pattern of another strip module.
Through adopting above-mentioned technical scheme, the bar template is made by first top template and two first side template integrated into one piece to the junction of four bar modules is integrated into one piece too, has realized seamless connection promptly, has greatly improved leakproofness and pouring effect.
Optionally, the first top templates are formed with step surfaces, the step surfaces extend along the length direction of the first top templates, and the inclined upper ends of the protruding parts of the step surfaces of two adjacent first top templates are integrally formed and connected.
By adopting the technical scheme, the upper surface of the poured concrete skeleton forms a water flowing surface by arranging the step surface so as to enable rainwater to flow through, so that rainwater is reduced from accumulating in a square area of the concrete skeleton; and the protruding part of the step surface corresponds to the convex strip structure on the upper surface of the concrete skeleton, thereby playing the role of strengthening the structural strength of the concrete skeleton.
Optionally, the end surfaces between the bar modules of two adjacent node template assemblies are attached; the connecting assembly comprises a first connecting strip, and two ends of the first connecting strip are respectively fixedly connected with the strip-shaped module on one side through fasteners.
Through adopting above-mentioned technical scheme, can ensure the laminating effect between the adjacent bar module, improve sealed effect to the mounting means of fastener is comparatively convenient and high accuracy.
Optionally, the end surfaces between the bar modules of two adjacent node template assemblies are attached; the connecting assembly comprises two groups of first flange plates, the two groups of first flange plates are respectively fixedly connected with adjacent strip-shaped modules of the node template assembly, and the two groups of first flange plates are attached to each other and are fixedly connected through fasteners.
Through adopting above-mentioned technical scheme, the connection of flange form can greatly improve the joint strength between the bar module to can also improve the laminating degree of bar module tip, thereby reduce the thick liquid phenomenon that leaks.
Optionally, the connecting assembly includes connection module and connecting piece, the both ends of connection module respectively with the adjacent bar module of two adjacent node template assemblies pass through connecting piece fixed connection.
Through adopting above-mentioned technical scheme, through setting up the connection module, under the unchangeable circumstances of square regional side length, can become the length that looks reduction bar module to reduce the occupation space of node template subassembly, so that the transport and the transportation of node template subassembly are convenient for.
Optionally, the connecting piece includes two sets of second flange boards, and a set of second flange board is fixed in the tip of bar module, another set of second flange board is fixed in the tip of connection module, two sets of second flange boards laminating mutually and through fastener fixed connection.
Optionally, the connection module includes second cope match-plate pattern, two second side forms, and the both sides long side of second cope match-plate pattern is connected with the upside integrated into one piece of the second side form of one side respectively, the short side of second side form with bar module passes through connecting piece fixed connection.
By adopting the technical scheme, seamless connection is realized, and the sealing performance and the pouring effect are greatly improved.
Optionally, each of the bar modules of the node template assembly forms a cross shape.
By adopting the technical scheme, the integral molding casting of the node template assembly is simplified, and the design cost and the processing cost are lower.
Optionally, the connecting piece includes first otic placode and second otic placode, wherein first otic placode is fixed in on the bar module, the second otic placode is fixed in on the connecting module, first otic placode with overlap from top to bottom the second otic placode, first otic placode is equipped with the inserted bar that is arranged in inserting in the side slope soil body, the second otic placode is equipped with the confession the perforation that the inserted bar passed.
Through adopting above-mentioned technical scheme, through setting up the inserted bar, both accomplished the connection of connection module and bar module, realized again and be connected with the soil body to the installation steadiness has been greatly improved.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the node template assemblies are integrally formed, and the connecting assemblies are used for connection and combination to form a plurality of square areas, so that the installation times are greatly reduced, and the installation convenience is high; the integrally formed strip-shaped module is high in firmness, not easy to expand the die, high in repeated utilization rate, economical and good in pouring molding effect;
2. the step surface is arranged, so that the upper surface of the poured concrete skeleton forms a water flowing surface for rainwater to flow through, and rainwater is reduced from accumulating in a square area of the concrete skeleton;
3. through setting up the connection module, under the unchangeable circumstances of square regional side length, can the phase change reduce the length of bar module to reduce the occupation space of node template subassembly, so that the transport and the transportation of node template subassembly are convenient for.
Drawings
Fig. 1 is a top view of the overall structure of embodiment 1.
FIG. 2 is a schematic diagram of a node template assembly of embodiment 1.
Fig. 3 is a side view of the bar module of example 1.
Fig. 4 is a partial enlarged view at a in fig. 1.
Fig. 5 is a schematic diagram of embodiment 2 for embodying a connection between two node template components.
Fig. 6 is a schematic diagram for embodying connection between a bar module and a connection module according to embodiment 3.
Fig. 7 is a schematic diagram of a connection module of embodiment 3.
Fig. 8 is a schematic diagram for embodying connection between a bar module and a connection module according to embodiment 4.
Fig. 9 is a schematic view of the connector of example 5.
Fig. 10 is a side view of the connector of example 5.
Reference numerals illustrate: 1. a bar module; 10. a node template assembly; 11. a first side template; 12. a first top template; 120. a step surface; 121. a first plate; 122. a vertical plate; 123. a second plate; 130. a protruding portion; 20. a connection assembly; 21. a first connecting bar; 22. a fastener; 23. a first flange plate; 24. a connection module; 241. a second sideform; 242. a second top template; 25. a second connecting bar; 26. a second flange plate; 271. a first ear plate; 272. a second ear plate; 273. and a plunger.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-10.
The embodiment 1 of the application discloses a side slope grid framework protection template structure.
Referring to fig. 1, the slope grid framework protection template structure includes a plurality of node template assemblies 10 and a connection assembly 20, the node template assemblies 10 include four bar modules 1, one end of each bar module 1 is integrally connected together, and the opposite bar modules 1 are arranged in a collinear manner, and two adjacent bar modules 1 are arranged at right angles, so that the node template assemblies 10 are in a cross shape, thus, the four node template assemblies 10 can serve as four vertexes of a single grid area, and then the connection assembly 20 is used for installing and connecting the bar modules 1 of two adjacent node template assemblies 10 so as to form a complete grid area; the node template assembly 10 may be formed of an integrally cast aluminum alloy material.
As shown in fig. 2, the strip module 1 includes a first top template 12 and two first side templates 11, two long sides of the first top template 12 are respectively connected with an upper side of the first side template 11 on one side in an integrated manner, a short side of the first side template 11 of the strip module 1 is integrally connected with a short side of the first side template 11 of another strip module 1 in an integrated manner, and a short side of the first top template 12 of the strip module 1 is integrally connected with a short side of the first top template 12 of another strip module 1 in an integrated manner, i.e. the strip module 1 is a groove structure with a lower notch.
As shown in fig. 2 and 3, the first top formwork 12 is formed with a step surface 120, the first top formwork 12 includes a first flat plate 121, a vertical plate 122 and a second flat plate 123 integrally connected in sequence along its width direction, wherein the second flat plate 123 is higher than the first flat plate 121, the vertical plate 122, the second flat plate 123 and the first side formwork 11 on one side form a protruding portion 130 of the step surface 120, the protruding portion 130 of the step surface 120 extends along the length direction of the first top formwork 12, and inclined upper ends of the protruding portions 130 of the step surfaces 120 of two adjacent first top formworks 12 are integrally connected (see fig. 2), so that the upper surface of the poured concrete skeleton forms a water flowing surface for rainwater to flow, so as to reduce rainwater accumulation in a square area of the concrete skeleton.
As shown in fig. 4, the connecting assembly 20 includes two first connecting strips 21, the two first connecting strips 21 are arranged in one-to-one correspondence with the first side templates 11 on two sides of the bar-shaped module 1, when the connecting assembly is installed, the end faces between the bar-shaped modules 1 of two adjacent node template assemblies 10 are attached, and then two ends of the first connecting strips 21 are fixedly connected with the bar-shaped modules 1 on one side respectively through fasteners 22, and the fasteners 22 can be pins or bolts.
The implementation principle of the embodiment 1 is as follows: through setting up node template subassembly 10 as integrated into one piece connection, therefore when setting up the template, only need accomplish the installation of coupling assembling 20 departments, compare in traditional plank sheathing and set up, the installation number of times of this technical scheme greatly reduces, and the installation convenience is high.
And, integrative fashioned bar module 1 of pouring, the fastness is stronger, is difficult for the mould that rises, and reuse rate is high, and seamless connection, pour shaping effectual.
Example 2
Embodiment 2 differs from embodiment 1 in that, as shown in fig. 5, the connecting assembly 20 includes two sets of first flange plates 23, the two sets of first flange plates 23 are disposed in one-to-one correspondence with the adjacent strip-shaped templates of the two adjacent node template assemblies 10, and one set of first flange plates 23 includes two first flange plates 23, and the two first flange plates 23 are respectively fixed on the two first side templates 11 of the same strip-shaped module 1.
During installation, the end faces between the strip-shaped modules 1 of two adjacent node template assemblies 10 are attached, at this time, two groups of first flange plates 23 are attached, and then the two groups of first flange plates 23 are connected through the fastener 22, so that connection between the two spliced strip-shaped modules 1 is realized, and the fastener 22 can be a bolt or a pin.
Therefore, by using flange connection, the tightness of splicing can be greatly improved, and slurry leakage is reduced.
Example 3
Embodiment 3 is different from embodiment 1 in that, as shown in fig. 6, the connection assembly 20 includes a connection module 24 and a connection member, two ends of the connection module 24 are fixedly connected with adjacent strip modules 1 of two adjacent node template assemblies 10 through the connection member, that is, the connection module 24 is provided under the condition that the side length of the square area is unchanged, so that the length of the strip modules 1 can be reduced by phase change, thereby reducing the occupied space of the node template assemblies 10, and facilitating the transportation and transportation of the node template assemblies 10.
The number of the connection modules 24 may be one or more, and the specific number is formulated according to the length of the connection modules 24 and the side length of the square grid area in actual construction, for example, the side length of the square grid area is 3000mm, the length of the strip-shaped module 1 is 500mm, and the length of the connection module 24 is 1000mm, so that 2 connection modules 24 are required to connect, and the design of the square grid side length of 500mm x 2+1000mm x 2 can be met.
In this embodiment, the connection module 24 is provided as one, as shown in fig. 7, the connection module 24 includes a second top template 242 and two second side templates 241, and two long sides of the second top template 242 are integrally connected with the upper sides of the second side templates 241 on one side respectively, that is, the molding process of the connection module 24 may be the same as that of the bar-shaped module 1.
As shown in fig. 6, the connecting member includes a second connecting bar 25, one end of the second connecting bar 25 is connected to the first side template 11 of the strip module 1 on one side by a fastening member 22, the other end of the second connecting bar 25 is connected to the second side template 241 on the other side by a fastening member 22, and the fastening member 22 may be a pin or a bolt.
Example 4
Embodiment 4 is different from embodiment 3 in that, as shown in fig. 8, the connecting member includes two sets of second flange plates 26, one set of second flange plates 26 is fixed to the end of the bar module 1, and the other set of second flange plates 26 is fixed to the second side mold plate 241.
During installation, the end surfaces between the strip-shaped modules 1 and the connecting modules 24 are attached, at this time, the two groups of second flange plates 26 are attached, and then the two groups of second flange plates 26 are connected through the fastening pieces 22, so that connection between the two spliced strip-shaped modules 1 and the connecting modules 24 is realized, and the fastening pieces 22 can be bolts or pins.
Example 5
Embodiment 5 is different from embodiment 3 in that, as shown in fig. 9, the connector includes a first ear plate 271, a second ear plate 272 and a plug rod 273, wherein one end of the first ear plate 271 is fixed on the first side template 11, the other end of the first ear plate 271 extends to the second side template 241, a jack is formed on the first ear plate 271, one end of the second ear plate 272 is fixed on the second side template 241, the other end of the second ear plate 272 extends to the first side template 11, and a through hole is formed on the second ear plate 272.
During splicing, the strip-shaped module 1 and the connecting module 24 are abutted, at this time, the first ear plate 271 and the second ear plate 272 are overlapped up and down, then the inserting rod 273 is moved down, the inserting rod 273 sequentially penetrates through the insertion hole and the through hole and is inserted into the slope soil body to complete the connection, and as shown in fig. 10, the lower end of the inserting rod 273 is inclined outwards, namely, the lower end of the inserting rod 273 is far away from the connecting module 24.
In this way, the connection between the connection module 24 and the bar module 1 can be completed at one time by inserting, and the connection between the inserted rod 273 and the soil body can enable the whole template to have the capability of resisting lateral movement, so that the installation stability is greatly improved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (10)

1. The utility model provides a side slope square skeleton protection template structure which characterized in that: the connecting device comprises a plurality of node template assemblies (10) and connecting assemblies (20), wherein each node template assembly (10) comprises four strip-shaped modules (1), one ends of the strip-shaped modules (1) are connected in a common integrated mode, and the strip-shaped templates of two adjacent node template assemblies (10) are connected through the connecting assemblies (20).
2. The slope grid framework protective template structure of claim 1, wherein: the strip-shaped module (1) comprises a first top template (12) and two first side templates (11), wherein two long sides of the first top template (12) are respectively connected with the upper side of the first side template (11) on one side in an integrated manner, the short sides of the first side templates (11) of the strip-shaped module (1) are connected with the short sides of the first side templates (11) of the other strip-shaped module (1) in an integrated manner, and the short sides of the first top template (12) of the strip-shaped module (1) are connected with the short sides of the first top template (12) of the other strip-shaped module (1) in an integrated manner.
3. The slope grid framework protective template structure of claim 2, wherein: the first top templates (12) are formed with step surfaces (120), the step surfaces (120) extend along the length direction of the first top templates (12), and the inclined upper ends of the protruding portions (130) of the step surfaces (120) of two adjacent first top templates (12) are integrally connected.
4. A side slope grid framework protective template structure according to any one of claims 1-3, wherein: the end surfaces between the strip-shaped modules (1) of two adjacent node template assemblies (10) are attached; the connecting assembly (20) comprises a first connecting strip (21), and two ends of the first connecting strip (21) are fixedly connected with the strip-shaped module (1) on one side through fasteners (22) respectively.
5. A side slope grid framework protective template structure according to any one of claims 1-3, wherein: the end surfaces between the strip-shaped modules (1) of two adjacent node template assemblies (10) are attached; the connecting assembly (20) comprises two groups of first flange plates (23), the two groups of first flange plates (23) are fixedly connected with adjacent strip-shaped modules (1) of the node template assembly (10) respectively, and the two groups of first flange plates (23) are attached to each other and are fixedly connected through fasteners (22).
6. A side slope grid framework protective template structure according to any one of claims 1-3, wherein: the connecting assembly (20) comprises a connecting module (24) and a connecting piece, and two ends of the connecting module (24) are fixedly connected with adjacent strip-shaped modules (1) of two adjacent node template assemblies (10) through the connecting piece respectively.
7. The slope grid framework protective template structure of claim 6, wherein: the connecting piece comprises two groups of second flange plates (26), one group of second flange plates (26) is fixed at the end part of the strip-shaped module (1), the other group of second flange plates (26) is fixed at the end part of the connecting module (24), and the two groups of second flange plates (26) are attached to each other and fixedly connected through a fastener (22).
8. The slope grid framework protective template structure of claim 6, wherein: the connecting module (24) comprises a second top template (242) and two second side templates (241), wherein two long sides of the second top template (242) are respectively connected with the upper side of the second side template (241) on one side in an integrated manner, and short sides of the second side templates (241) are fixedly connected with the strip-shaped modules (1) through connecting pieces.
9. The slope grid framework protective template structure of claim 1, wherein: each strip-shaped module (1) of the node template assembly (10) forms a cross shape.
10. The slope grid framework protective template structure of claim 6, wherein: the connecting piece comprises a first lug plate (271) and a second lug plate (272), wherein the first lug plate (271) is fixed on the strip-shaped module (1), the second lug plate (272) is fixed on the connecting module (24), the first lug plate (271) and the second lug plate (272) are overlapped up and down, the first lug plate (271) is provided with an inserting rod (273) for being inserted into a side slope soil body, and the second lug plate (272) is provided with a perforation for the inserting rod (273) to pass through.
CN202223237088.8U 2022-12-02 2022-12-02 Slope grid framework protection template structure Active CN218990216U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223237088.8U CN218990216U (en) 2022-12-02 2022-12-02 Slope grid framework protection template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223237088.8U CN218990216U (en) 2022-12-02 2022-12-02 Slope grid framework protection template structure

Publications (1)

Publication Number Publication Date
CN218990216U true CN218990216U (en) 2023-05-09

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CN202223237088.8U Active CN218990216U (en) 2022-12-02 2022-12-02 Slope grid framework protection template structure

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