CN219973899U - Integral construction folding clamp ditch template - Google Patents

Integral construction folding clamp ditch template Download PDF

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Publication number
CN219973899U
CN219973899U CN202321366784.0U CN202321366784U CN219973899U CN 219973899 U CN219973899 U CN 219973899U CN 202321366784 U CN202321366784 U CN 202321366784U CN 219973899 U CN219973899 U CN 219973899U
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China
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template
assembly
telescopic
side template
outer side
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CN202321366784.0U
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Chinese (zh)
Inventor
刘坪宏
龚晶晶
黄学超
陈祉希
刘欢
郭珊珊
王平川
曾禹羲
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China 19th Metallurgical Corp
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China 19th Metallurgical Corp
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Abstract

The utility model discloses an integral construction folding clamp ditch template, which comprises a telescopic fence structure, a top beam assembly, two groups of inner template assemblies and two groups of outer template assemblies, wherein the telescopic fence structure is arranged on the top beam assembly; the two groups of inner side template components are respectively covered on two sides of the telescopic fence structure and are movably connected with the telescopic fence structure, and the two groups of outer side template components are respectively arranged on the outer sides of the two groups of inner side template components; the tops of the outer side template assembly and the inner side template assembly are movably connected with the top beam assembly; the telescopic fence structure is a foldable structure, and the top beam assembly is formed by a plurality of telescopic beams in a crossed mode. The utility model can be suitable for construction of drainage ditches with different terrains and different section sizes, and can be recycled after construction; the utility model can be prefabricated and assembled in a processing place without splicing in a construction site, and can effectively improve the construction efficiency.

Description

Integral construction folding clamp ditch template
Technical Field
The utility model relates to the technical field of highway engineering construction, in particular to an integral construction folding clamp ditch template.
Background
In the construction of the drainage ditch of highway engineering, a construction mode of matching and pouring templates is often adopted. The template adopted in the current construction is basically spliced on site and fixed by adopting a counter-pulling screw, the construction progress is influenced by the fact that the construction process is complex, the problem of low appearance quality exists, accumulated water is easily generated after long-term use, the influence on a bottom base layer is caused, and even sedimentation problems can be caused when serious, so that potential safety hazards exist.
The chinese patent with publication number CN216195273U discloses a turnover drainage ditch template reinforcing fixture, the interval between first mobile jib and the second mobile jib is adjustable to and between first mobile jib and the first width pole, between second mobile jib and the second auxiliary pole all adjustable, can adapt to the drainage ditch construction of different width drainage ditches and different wall thicknesses, convenient to use can accelerate the template reinforcing speed of drainage ditch greatly to repeatedly usable, convenient operation practices thrift the cost.
The Chinese patent with the bulletin number of CN214245245U discloses a high-efficiency assembled concrete drainage ditch template, which comprises two outer templates which are arranged on a concrete cushion layer and distributed in a bilateral symmetry way, wherein the outer side walls of the outer templates on two sides are fixedly supported by the concrete cushion layer through triangular supporting plates, the tops of the outer templates on two sides are provided with a plurality of upper crossbeams which are distributed at intervals around through bolt connection, two inner templates which are symmetrical in left and right are arranged between the outer templates on two sides, the tops of the inner templates on two sides are fixedly connected with the upper crossbeams through bolts, the bottoms of the inner templates on two sides are suspended, and two groups of screw supporting pieces which are distributed in an upper and lower interval way are connected between the inner templates on two sides, so that the high-efficiency assembled concrete drainage ditch template has the advantages of high speed, good forming quality and multiple turnover times of repeated utilization.
The technical solutions disclosed in the above patent documents can improve the construction efficiency of the gutter form, but have the problems that the construction of the gutter form cannot be applied to different interface sizes due to the fixed size, or have the problems that the installation procedure is complex and the construction is inconvenient.
Disclosure of Invention
The technical problems to be solved by the utility model are as follows: the integral construction folding clamp ditch template is convenient to use and wide in application range.
The technical scheme adopted by the utility model for solving the technical problems is as follows: the integral construction folding clamp ditch template comprises a telescopic fence structure, a top beam assembly, two groups of inner template assemblies and two groups of outer template assemblies; the two groups of inner side template components are respectively covered on two sides of the telescopic fence structure and are movably connected with the telescopic fence structure, and the two groups of outer side template components are respectively arranged on the outer sides of the two groups of inner side template components; the tops of the outer side template assembly and the inner side template assembly are movably connected with the top beam assembly; the telescopic fence structure is a foldable structure, and the top beam assembly is formed by a plurality of telescopic beams in a crossed mode.
As an improvement of the scheme, the following steps are: the inner side template assembly comprises at least two inner side vertical rods and a plurality of inner side templates, wherein the inner side vertical rods are vertically arranged; the inner side vertical rod is of a telescopic rod body structure, the inner side vertical rod is movably connected with the telescopic fence structure, and the top of the inner side vertical rod is movably connected with the top beam assembly; the inner side templates are connected in a buckling mode and are detachably connected with the inner side vertical rods.
As an improvement of the scheme, the following steps are: the outer template assembly comprises at least two outer vertical rods and a plurality of outer templates, wherein the outer vertical rods are vertically arranged; the outer vertical rod is of a telescopic rod body structure, and the top of the outer vertical rod is movably connected with the top beam assembly; the outer side templates are connected in a buckling mode and are detachably connected with the outer side vertical rods.
As an improvement of the scheme, the following steps are: the inner side vertical rod and the inner side template are detachably connected through a fixed clamp.
As an improvement of the scheme, the following steps are: and latex sealing edges are arranged at the connecting positions between adjacent inner side templates in the inner side template assembly and the connecting positions between adjacent outer side templates in the outer side template assembly.
As an improvement of the scheme, the following steps are: still include threaded connection in the adjusting bolt on inboard montant and outside montant top, adjusting bolt forms spacing cooperation with the adjustment tank that sets up on the crossbeam in the top crossbeam subassembly.
As an improvement of the scheme, the following steps are: the telescopic support member is connected to the outer side template assembly, and the end corner support member is connected to the bottom end of the outer side template assembly.
As an improvement of the scheme, the following steps are: and a handle is also fixed on the top beam assembly.
The beneficial effects of the utility model are as follows: according to the utility model, the telescopic fence structure is matched with the top beam assembly to provide support for the integral template structure, and the folding and stretching actions of the telescopic fence structure can drive the outer template assembly and the inner template assembly to relatively translate, so that the integral width dimension of the integral template structure is changed, the telescopic fence structure is suitable for construction of drainage ditches with different terrains and different section dimensions, and the telescopic fence structure can be recycled after construction; the utility model can be prefabricated and assembled in a processing place without splicing in a construction site, thereby effectively improving the construction efficiency, improving the construction quality and reducing the construction cost.
Drawings
FIG. 1 is a schematic view of the present utility model installed in a foundation pit in an expanded state;
FIG. 2 is a side view of the present utility model;
fig. 3 is a schematic diagram of a matching structure of a vertical rod and a template in the present utility model.
Marked in the figure as: 100-telescopic fence structure, 200-top beam assembly, 210-handle, 300-inner side template assembly, 310-inner side vertical rod, 400-outer side template assembly, 410-outer side vertical rod, 510-template, 520-fixing clamp, 600-adjusting bolt, 700-telescopic supporting member, 800-end angle supporting member, 910-foundation pit side slope and 920-foundation pit base.
Detailed Description
In order to facilitate an understanding of the utility model, the utility model is further described below with reference to the accompanying drawings.
In the description of the present utility model, it should be noted that the directions or positional relationships indicated by the terms "front", "rear", "left", "right", "upper", "lower", "inner", etc. are based on the directions or positional relationships shown in the drawings, are merely for convenience of description, and do not indicate or imply that the apparatus or components referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
As shown in fig. 1 to 3, the disclosed integrated construction folding jig ditch form includes a telescopic fence structure 100, a top beam assembly 200, an inner form assembly 300, and an outer form assembly 400.
As shown in fig. 1, the telescopic fence structure 100 adopted in the present utility model is a foldable structure, a plurality of support rods in the telescopic fence structure 100 are rotatably matched through rotation shafts, and the expansion or folding and contraction of the telescopic fence structure 100 are realized through the relative rotation of the support rods, so that the overall width of the telescopic fence structure 100 is changed when the telescopic fence structure 100 is expanded or contracted. The plurality of support rods in the telescopic fence structure 100 form triangular support coordination, the support structure is stable and reliable, and convenient storage work can be realized through folding. In order to facilitate carrying after storage, the handle 210 may be mounted on the top beam assembly 200, and a constructor may grasp the handle 210 to extract the whole mold structure.
As shown in fig. 1, the top beam assembly 200 used in the present utility model is used to connect the inner side template assembly 300 and the outer side template assembly 400, and the top beam assembly 200 is formed by a plurality of telescopic beams intersecting each other, wherein the beams in the top beam assembly 200 may be diagonally intersecting each other, and the beams are coaxially telescopic to realize the expansion and contraction of the whole length; the top rail assembly 200 is simultaneously movably coupled to the tops of the inner form assembly 300 and the outer form assembly 400. When the telescopic fence structure 100 is expanded or contracted, the beams in the top beam assembly 200 adapt to the stretching action of the telescopic fence structure 100 through the stretching action.
The inner side template assembly 300 and the outer side template assembly 400 adopted in the utility model are taken as pouring templates in pouring construction of a drainage ditch, the number of the inner side template assembly 300 and the outer side template assembly 400 is two, the two groups of inner side template assemblies 300 are respectively covered on two sides of the telescopic fence structure 100 and are movably connected with the telescopic fence structure 100 through rotating shafts or similar parts, and the telescopic fence structure 100 can drive the inner side template assemblies 300 on the two sides to translate in the direction of shrinkage Zhang Kuandu of the telescopic fence structure 100 when being unfolded or shrunk, so that the distance between the inner side template assemblies 300 on the two sides is changed; the two sets of outside form assemblies 400 are disposed outside the two sets of inside form assemblies 300, respectively, and the two sets of outside form assemblies 400 are secured by the top beam assembly 200.
As shown in fig. 1, the connection and fixation between the roof rail assembly 200 and the inner and outer form assemblies 300 and 400 according to the present utility model is achieved by means of the adjusting bolts 600. The adjusting bolt 600 is installed at the top of the inner side template assembly 300 and the outer side template assembly 400 in a threaded fit manner, and meanwhile, an adjusting groove extending along the length direction of the adjusting bolt is formed in the cross beam of the top cross beam assembly 200, the adjusting bolt 600 penetrates through the adjusting groove on the cross beam to be in limit fit and then is in threaded connection with the inner side template assembly 300 and the outer side template assembly 400, the top cross beam assembly 200 can be fixed at the top of the inner side template assembly 300 and the outer side template assembly 400 by screwing the adjusting bolt 600, the adjusting bolt 600 is unscrewed, the adjusting bolt 600 is moved along the limiting groove on the cross beam, the distance between the inner side template assembly 300 and the outer side template assembly 400 can be adjusted, and the adjusting bolt 600 is screwed to be fixed after being adjusted in place. The gap space between the inner side template assembly 300 and the outer side template assembly 400 is the pouring space in construction of the drainage ditch, the wall thickness size of the drainage ditch in construction can be adjusted by adjusting the gap width between the inner side template assembly 300 and the outer side template assembly 400, and the width size of the drainage ditch in construction of the drainage ditch can be adjusted by adjusting the distance between the inner side template assemblies 300 at two sides by folding the telescopic fence structure 100.
In the utility model, the inner side template assembly 300 and the outer side template assembly 400 have similar composition structures, as shown in fig. 1 and 3, the inner side template assembly 300 comprises at least two inner side vertical rods 310 and a plurality of inner side templates, the inner side vertical rods 310 are of telescopic rod body structures, the inner side vertical rods 310 are movably connected with the telescopic fence structure 100, the top of each inner side vertical rod 310 is movably connected with the top beam assembly 200, and the inner side templates are in buckle connection and are detachably connected with the inner side vertical rods 310; the outer side template assembly 400 comprises at least two outer side vertical rods 410 and a plurality of outer side templates, wherein the outer side vertical rods 410 are of telescopic rod body structures, the top of each outer side vertical rod 410 is movably connected with the top beam assembly 200, and the outer side templates are in snap connection and detachably connected with the outer side vertical rods 410. The inner side vertical rod 310 and the outer side vertical rod 410 also adopt an axial telescopic mode to change the respective overall length, so that the height of the whole template structure can be adjusted; the inner side formwork of the inner side formwork assembly 300 and the outer side formwork of the outer side formwork assembly 400 are formed by connecting the same formworks 510 shown in fig. 2 and 3 in a snap connection manner, as shown in fig. 1, the formworks 510 of the inner side formwork assembly 300 and the formworks 510 of the outer side formwork assembly 400 need to be arranged oppositely so as to ensure that opposite surfaces of the inner side formwork assembly 300 and the outer side formwork assembly 400 are formwork surfaces for realizing pouring molding.
As shown in fig. 3, in the present utility model, the inner side vertical bar 310 and the inner side template and the outer side vertical bar 410 and the outer side template are connected and fixed by the fixing clip 520, and the vertical bar and the template 510 are connected into a stable integral template structure by the fixing clip 520, and the disassembly and assembly between the vertical bar and the template 510 are also facilitated. Because the templates 510 are used as molding surfaces to directly contact with concrete slurry during pouring, sealing treatment is preferably carried out between the adjacent templates 510 to avoid concrete slurry leakage, and the latex sealing edges are formed at the joints between the adjacent templates 510 to seal by adopting latex, so that honeycomb pitting caused by slurry leakage can be effectively prevented, and the surface of a drain ditch after pouring is smooth and good in appearance quality is ensured.
When the integral construction folding fixture ditch template is adopted to perform pouring construction of a drainage ditch, as shown in fig. 1, after the overall template size is adjusted, an outer template assembly 400 is fixed on a foundation pit slope 910 through a telescopic supporting member 700, and the bottom end of the outer template assembly 400 is supported at a foundation pit base 920 through an end angle supporting member 800; the telescopic support members 700 can bear lateral pressure and gravity, and the end corner support members 800 can prevent the bottom of the whole template structure from being pressed by gravity and loosened and burst laterally, so that the reinforced support of the whole template structure is realized.

Claims (8)

1. Folding fixture ditch template of integral type construction, its characterized in that: the telescopic fence comprises a telescopic fence structure (100), a top beam assembly (200), two groups of inner side template assemblies (300) and two groups of outer side template assemblies (400); the two groups of inner side template assemblies (300) are respectively covered on two sides of the telescopic fence structure (100) and are movably connected with the telescopic fence structure (100), and the two groups of outer side template assemblies (400) are respectively arranged on the outer sides of the two groups of inner side template assemblies (300); the tops of the outer side template assembly (400) and the inner side template assembly (300) are movably connected with the top beam assembly (200); the telescopic fence structure (100) is a foldable structure, and the top beam assembly (200) is formed by a plurality of telescopic beams in a crossed arrangement.
2. The integrated construction folding jig ditch template of claim 1, wherein: the inner side template assembly (300) comprises at least two inner side vertical rods (310) which are vertically arranged and a plurality of inner side templates; the inner side vertical rod (310) is of a telescopic rod body structure, the inner side vertical rod (310) is movably connected with the telescopic fence structure (100), and the top of the inner side vertical rod (310) is movably connected with the top beam assembly (200); the inner side templates are in buckling connection and are detachably connected with the inner side vertical rods (310).
3. The integrated construction folding jig ditch template of claim 2, wherein: the outer template assembly (400) comprises at least two outer vertical rods (410) which are vertically arranged and a plurality of outer templates; the outer vertical rod (410) is of a telescopic rod body structure, and the top of the outer vertical rod (410) is movably connected with the top beam assembly (200); the outer templates are in snap connection and are detachably connected with the outer vertical rods (410).
4. The integrated construction folding jig ditch template of claim 3, wherein: the inner side vertical rod (310) and the inner side template and the outer side vertical rod (410) and the outer side template are detachably connected through fixing staples (520).
5. The integrated construction folding jig ditch template of claim 3, wherein: the joints between adjacent inner side templates in the inner side template assembly (300) and the joints between adjacent outer side templates in the outer side template assembly (400) are provided with latex sealing edges.
6. The integrated construction folding jig ditch template of claim 3, wherein: the adjusting bolt (600) is connected with the top ends of the inner side vertical rod (310) and the outer side vertical rod (410) in a threaded mode, and the adjusting bolt (600) is in limit fit with an adjusting groove formed in a middle cross beam of the top cross beam assembly (200).
7. The integrated construction folding jig ditch template of claim 1, wherein: also comprises a telescopic supporting member (700) connected to the outer side template assembly (400) and an end angle supporting member (800) connected to the bottom end of the outer side template assembly (400).
8. The integrated construction folding jig ditch template of claim 1, wherein: a handle (210) is also fixed on the top beam assembly (200).
CN202321366784.0U 2023-05-31 2023-05-31 Integral construction folding clamp ditch template Active CN219973899U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202321366784.0U CN219973899U (en) 2023-05-31 2023-05-31 Integral construction folding clamp ditch template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202321366784.0U CN219973899U (en) 2023-05-31 2023-05-31 Integral construction folding clamp ditch template

Publications (1)

Publication Number Publication Date
CN219973899U true CN219973899U (en) 2023-11-07

Family

ID=88598180

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202321366784.0U Active CN219973899U (en) 2023-05-31 2023-05-31 Integral construction folding clamp ditch template

Country Status (1)

Country Link
CN (1) CN219973899U (en)

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