Combined formwork for road assembly type base layer edge banding concrete construction

By using combined formwork in the construction of road prefabricated base edge sealing concrete, the problems of concrete waste, high construction costs, long construction period and curb pollution in the prior art are solved, and efficient and cost-saving construction results are achieved.

CN222893466UActive Publication Date: 2025-05-23中庆建设有限责任公司
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Patent Information

Application Number
CN202421936727.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-12
Publication Date
2025-05-23
Estimated Expiration
2034-08-12

AI Technical Summary

Technical Problem

The prior art has problems such as concrete waste, increased construction costs, long construction periods and curb pollution in the construction of road prefabricated base layer edge sealing concrete.

Method used

A combined formwork is adopted, including road-prefabricated base blocks, shaped formwork, support formwork and n-type fixed support. The edge-sealed concrete and curb foundation parts are completed simultaneously through a single formwork installation.

Benefits of technology

The simultaneous construction of edge-sealed concrete and curb foundation parts has been achieved, reducing concrete waste, shortening construction period, reducing construction costs, and improving construction efficiency and quality.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model relates to the technical field of road engineering construction, and discloses a combined template for road assembly type base layer edge banding concrete construction, which comprises at least four road assembly type base blocks arranged on a roadbed; the shaping formwork and the supporting formwork form the road base single-side edge sealing structure, and the shaping formwork is connected with the supporting formwork through bolts; the distance between the bottom surface of the shaping template and the top surface of the roadbed is a preset height; edge sealing concrete is filled between the road base single-edge edge sealing structure and the road assembly type base block; and one end of the n-shaped fixing support is movably connected with the supporting formwork, the other end of the n-shaped fixing support is movably connected with the gap between the spliced road assembly type base blocks, and overall fixing of the combined formwork is achieved. By means of one-time formwork installation, edge sealing concrete and kerb foundation part construction can be completed at the same time, use is convenient, turnover time is short, the construction progress is accelerated, and construction cost is saved.
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Description

Technical Field

[0001] The utility model relates to the technical field of road engineering construction, in particular to a combined formwork for road assembled base edge sealing concrete construction. Background Art

[0002] With the advancement of urbanization, urban transportation construction has always been one of the key projects of national development. Improving the efficiency, quality and safety of road construction is the key to urban road construction. In recent years, prefabricated bases of urban roads have been widely used. Edge-sealing concrete needs to be constructed between the prefabricated base of the road and the curb. At present, there are several construction methods for conventional edge-sealing concrete: First, after the installation of the prefabricated base block is completed, the construction width of the edge-sealing concrete is laid out, including the curb foundation, and then the formwork is set up and the concrete is poured. The curb masonry groove is manually cleaned before the concrete is finally set. This construction method requires additional manual cleaning of the curb masonry groove, which causes concrete waste in the process and increases construction costs. Second, the edge-sealing concrete on the inner side of the curb is constructed first, and then the curb foundation is poured. This construction method The first method requires two times of supporting and dismantling the formwork, which increases labor costs. The pouring of the curbstone foundation concrete requires the removal of the edge-sealed concrete formwork on the inner part of the curbstone. The construction period is long, which affects the construction progress. The edge-sealed concrete on the inner part of the curbstone is poured separately from the curbstone foundation concrete; the third method is to first cast the curbstone foundation as a whole, then construct the curbstone, and finally supplement the edge-sealed concrete on the inner part of the curbstone. This method pours the concrete in two times, with a long construction period, which affects the construction progress. The second concrete construction process is prone to curbstone pollution, affecting the appearance quality of the curbstone.

[0003] Based on this, those skilled in the art urgently need to provide a modular formwork for road prefabricated base edge sealing concrete construction to overcome the technical problems existing in the above-mentioned prior art. Utility Model Content

[0004] Therefore, the technical problem to be solved by the present invention is to overcome the defects in the above-mentioned prior art, thereby providing a combined formwork for the construction of road prefabricated base edge sealing concrete.

[0005] A combined formwork for road prefabricated base edge sealing concrete construction, comprising: a road prefabricated base block, a shaping formwork, a supporting formwork and an N-shaped fixing bracket;

[0006] At least four road assembly blocks are arranged on the roadbed;

[0007] The shaping template and the supporting template constituting the single-side edge sealing structure of the road base are connected by bolts; and the bottom surface of the shaping template is at a preset height from the top surface of the roadbed; the edge sealing concrete is filled between the single-side edge sealing structure of the road base and the road prefabricated base block;

[0008] An n-shaped fixing bracket used for fixing the supporting formwork has one end movably connected to the supporting formwork and the other end movably connected to the gap of the assembled road base blocks after splicing, so as to realize the overall fixation of the combined formwork.

[0009] Preferably, the n-type fixed support is composed of a basic n-type support and two stabilizing inclined rods;

[0010] Wherein, the basic n-type support is composed of a horizontal bar, a first vertical bar and a second vertical bar;

[0011] The two ends of a stabilizing diagonal rod are mechanically connected to the crossbar and the first vertical rod respectively to form a stable triangular structure;

[0012] The two ends of another stabilizing diagonal rod are mechanically connected to the cross rod and the second vertical rod respectively to form a stable triangular structure.

[0013] Preferably, the shaping template comprises: a side template, a bottom template and a top template;

[0014] One end of the side template is vertically fixedly connected to the bottom template, and the other end is fixedly connected to one end of the top template at an angle of degrees to form a right-angled trapezoidal structure.

[0015] Preferably, it further comprises: at least one set of bolt connectors; the bolt connectors are composed of a connecting screw, an adjusting plate and a fixing nut;

[0016] Wherein, the connecting screw passes through the supporting ear plate on the top template, and the fixing nut cooperates with the supporting ear plate to lock the supporting ear plate.

[0017] Preferably, it also includes a first fixed sleeve with internal threads;

[0018] The side wall of the first fixed sleeve is fixedly connected to the supporting template;

[0019] The connecting screw is bolted to the first fixing sleeve.

[0020] Preferably, it also includes a first fixing sleeve and a supporting nut;

[0021] The side wall of the first fixed sleeve is fixedly connected to the support template; the top of the first fixed sleeve is fixedly connected to the support nut;

[0022] The supporting nut is bolted to the connecting screw, and the first fixing sleeve is sleeved to the connecting screw.

[0023] Preferably, the support template is an L-shaped structure, consisting of a support side plate and a bottom bent edge;

[0024] The bottom end of the supporting side plate is fixedly connected to the bottom bent edge;

[0025] The first fixed sleeve is fixedly connected to the supporting side plate;

[0026] The bottom bending edge is movably connected to the roadbed surface.

[0027] Preferably, it further comprises: a second fixed sleeve;

[0028] The side wall of the second fixed sleeve is fixedly connected to the supporting template;

[0029] One end of the n-shaped fixing bracket is sleeved with the second fixing sleeve to achieve a movable connection with the supporting template.

[0030] The technical solution of the utility model has the following advantages:

[0031] 1. The bottom template provided by the utility model is 4000mm long and has the same width as the design width of the curbstone foundation, which is perpendicular to the side template; the top template is 4000mm long and has a clockwise angle of 45 degrees with the side template, which plays a role in strengthening rigidity and increases the upper end opening to facilitate edge sealing concrete construction.

[0032] 2. The fixing nut provided by the utility model is located at the top end of the connecting screw rod and is used to fix the shaping template to prevent it from floating up due to buoyancy during the construction of edge sealing concrete.

[0033] 3. The utility model can complete the construction of edge sealing concrete and curbstone foundation at the same time through one-time template installation. It is easy to use, has a short turnaround time, speeds up the construction progress, and saves construction costs. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] In order to more clearly illustrate the specific implementation methods of the utility model or the technical solutions in the prior art, the drawings required for use in the specific implementation methods or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are some implementation methods of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative work.

[0035] Figure 1 This is a schematic structural diagram of a combined formwork for road prefabricated base edge sealing concrete construction according to the utility model;

[0036] Figure 2 This is a front view of a modular formwork for road prefabricated base edge sealing concrete construction according to the utility model;

[0037] Figure 3 for Figure 1 The structural schematic diagram of the stereotyped template shown;

[0038] Figure 4 for Figure 1A schematic diagram of the structure of the supporting formwork shown;

[0039] Figure 5 for Figure 1 A schematic structural diagram of an n-type fixed bracket shown;

[0040] Figure 6 for Figure 1 Schematic diagram of the structure of the bolt connection shown.

[0041] Description of reference numerals:

[0042] 1- Road assembly base block;

[0043] 2-supporting template, 201-supporting side plate, 202-bottom bending edge;

[0044] 3-n type fixed bracket, 301-first vertical rod, 302-cross rod, 303-second vertical rod, 304-stabilizing diagonal rod;

[0045] 4- first fixed sleeve;

[0046] 5- second fixed sleeve;

[0047] 6-forming template, 601-side template, 602-bottom template, 603-top template, 604-support ear plate, 605-connection hole;

[0048] 7-bolt connector, 701-connecting screw, 702-adjusting plate, 703-fixing nut;

[0049] 8-Support nut;

[0050] 9- Roadbed;

[0051] 10-Edge sealing concrete. DETAILED DESCRIPTION

[0052] The technical solution of the utility model will be described clearly and completely below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0053] In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., indicating the orientation or positional relationship, are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as limiting the present invention. In addition, the terms "first", "second", and "third" are used for descriptive purposes only, and cannot be understood as indicating or implying relative importance.

[0054] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be a direct connection, or it can be indirectly connected through an intermediate medium, or it can be the internal communication of two components. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0055] In addition, the technical features involved in the different embodiments of the present invention described below can be combined with each other as long as they do not conflict with each other.

[0056] Example 1

[0057] This embodiment discloses a modular formwork for road prefabricated base edge sealing concrete construction, comprising: a road prefabricated base block 1, a shaping formwork 6, a supporting formwork 2 and an n-shaped fixing bracket 3;

[0058] At least four road assembly blocks 1 are arranged on the roadbed 9;

[0059] The shaping template 6 and the supporting template 2 constituting the single-side edge sealing structure of the road base are connected by bolts; and the bottom surface of the shaping template 6 is at a preset height from the top surface of the roadbed 9; the edge sealing concrete 10 is filled between the single-side edge sealing structure of the road base and the road assembly base block 1;

[0060] An n-shaped fixing bracket 3 for fixing the supporting formwork 2 has one end movably connected to the supporting formwork 2 for fixing the supporting formwork 2, and the other end movably connected to the gap of the spliced ​​road assembly base block 1 to achieve overall fixation of the combined formwork.

[0061] Specifically:

[0062] First, in this embodiment, several road assembly blocks 1 are used to splice according to the actual road design width and length. Figure 1As shown, in this embodiment, a trapezoidal road assembly block 1 is used. After four adjacent road assembly blocks 1 are spliced ​​together, there is a gap in the center. At this time, the n-type fixed bracket 3 is movably connected to the gap of the spliced ​​road assembly block 1; the edge sealing concrete 10 is arranged on both sides of the road assembly block 1, and the top surface of the edge sealing concrete 10 is flush with the road assembly block 1.

[0063] Secondly, in this embodiment, the n-type fixed support 3 is composed of a basic n-type support and two stabilizing inclined rods 304;

[0064] The basic n-type support is composed of a horizontal bar 302, a first vertical bar 301 and a second vertical bar 303;

[0065] like Figure 5 As shown, the two ends of a stable diagonal rod 304 are mechanically connected to the crossbar 302 and the first vertical rod 301 respectively to form a stable triangular structure;

[0066] The two ends of another stabilizing diagonal rod 304 are mechanically connected to the cross rod 302 and the second vertical rod 303 respectively to form a stable triangular structure.

[0067] like Figure 3 As shown, the shaping template 6 includes: a side template 601, a bottom template 602 and a top template 603;

[0068] One end of the side template 601 is vertically fixedly connected to the bottom template 602, and the other end is fixedly connected to one end of the top template 603 at an angle of 135 degrees, forming a right-angled trapezoidal structure.

[0069] It should be noted that in this embodiment, the side template 601 is 4000mm long and 200mm wide; the bottom template 602 is 4000mm long and has the same width as the design width of the curbstone foundation, and is perpendicular to the side template 601; the top template 603 is 4000mm long and has a clockwise angle of 45 degrees with the side template 601, which plays a role in strengthening rigidity and increases the upper end opening to facilitate the construction of edge-sealing concrete 10; the side template 601, the bottom template 602, and the top template 603 are bent by machine tools. There are 4 support ear plates 604, which are located outside the top template 603, and the welding method is welding, with a size of 50mm*50mm; the connecting hole 605 is set on the support ear plate 604, with a diameter of 30mm, and is vertically concentric with the first fixed sleeve 4.

[0070] In addition, in this embodiment, it also includes: at least one set of bolt connectors 7

[0071] like Figure 6 , the bolt connection member 7 is composed of a connecting screw 701, an adjustment plate 702 and a fixing nut 703;

[0072] The connecting screw 701 passes through the connecting hole 605 of the supporting ear plate 604 on the top template 603, and the fixing nut 703 limits the supporting ear plate 604. In this embodiment, both ends of the connecting screw 701 are provided with threads, and are fixedly connected to the adjustment plate 702 at the top third position, and the specific fixing connection method is welding; the size of the adjustment plate 702 is 40mm*40mm*15mm; the fixing nut 703 is located at the top of the connecting screw 701, and is used to fix the fixed template 6 to prevent it from floating up due to buoyancy during the construction of the edge sealing concrete 10;

[0073] In this embodiment, the support ear plate 604 is made of steel with a thickness of 5 mm;

[0074] At the same time, as a further solution of this embodiment: a first fixing sleeve 4 and a supporting nut 8;

[0075] The side wall of the first fixed sleeve 4 is fixedly connected to the support template 2; the top of the first fixed sleeve 4 is fixedly connected to the support nut 8;

[0076] The support nut 8 is bolted to the connecting screw rod 701 , and the first fixing sleeve 4 is sleeved to the connecting screw rod 701 .

[0077] like Figure 4 As shown, in this embodiment, the support template 2 is an L-shaped structure, consisting of a support side plate 201 and a bottom bent edge 202;

[0078] The bottom end of the supporting side plate 201 is fixedly connected to the bottom bent edge 202;

[0079] The first fixed sleeve 4 is fixedly connected to the supporting side plate 201;

[0080] The bottom bent edge 202 is movably connected to the surface of the roadbed 9 .

[0081] In actual application of this embodiment, the number of support templates 2 is based on actual construction requirements. The material of the support template 2 is steel; the size of the support side plate 201 is 4000mm*300mm*5mm; the size of the bottom bending edge 202 is 4000*50mm*5mm; during preparation, the whole piece of steel is bent through a machine tool to form the support template 2, and the bottom bending edge 202 is perpendicular to the support side plate 201, which plays a role in supporting and strengthening the rigidity of the support side plate 201;

[0082] In this embodiment, Figure 1 The figure also includes: a second fixed sleeve 5;

[0083] The side wall of the second fixed sleeve 5 is fixedly connected to the supporting template 2;

[0084] One end of the n-shaped fixing bracket 3 is sleeved with the second fixing sleeve 5 to achieve a movable connection with the supporting template 2 .

[0085] In practical applications, the arrangement of the first fixed sleeve 4 and the second fixed sleeve 5 on the supporting template 2 includes, but is not limited to, alternating arrangement and random arrangement.

[0086] It should be noted that in this embodiment, four first fixed sleeves 4 are provided on the supporting template 2, with a spacing of 1000mm, and the dimensions are 30mm diameter and 100mm length steel pipes; the spacing between adjacent second fixed sleeves 5 is 1000mm, and the dimensions are 40mm diameter and 200mm length steel pipes.

[0087] Finally, if Figure 1-2 As shown, it is a structural schematic diagram and a front view of a combined formwork for the construction of edge-sealing concrete of a road prefabricated base. The actual implementation process of the combined formwork of this embodiment is that after the installation of the road prefabricated base block 1 is completed, the construction position of the edge-sealing concrete 10 on both sides is released according to the design document, the supporting formwork 2 is placed on the roadbed 9, fixed by the n-type fixing bracket 3, and then the shaping formwork 6 is combined with the supporting formwork 2, and connected by the bolt connector 7. According to the design elevation of the top surface of the edge-sealing concrete 10, the bolt connector 7 is raised or lowered by rotating the adjustment plate 702, thereby driving the shaping formwork 6 to move up and down so that the lower edge of the top formwork 603 is the same as the design elevation of the top surface of the edge-sealing concrete 10. After adjustment, the edge-sealing concrete 10 is poured.

[0088] Embodiment 2:

[0089] As a further simplified solution of embodiment 1, a second fixed sleeve 5 with internal threads is used;

[0090] The side wall of the second fixed sleeve 5 is fixedly connected to the supporting template 2;

[0091] The connecting screw rod 701 is bolted to the second fixing sleeve.

[0092] Obviously, the above embodiments are merely examples for the purpose of clear explanation, and are not intended to limit the implementation methods. For those skilled in the art, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived therefrom are still within the scope of protection of the invention of the utility model.

Claims

1. A modular formwork for road prefabricated base edge sealing concrete construction, characterized in that: include: A road assembly base block (1), a forming template (6), a supporting template (2) and an N-shaped fixing bracket (3); At least four road assembly blocks (1) are arranged on the roadbed (9); The shaping template (6) and the supporting template (2) constituting the single-sided edge sealing structure of the road base are connected by bolts; and the bottom surface of the shaping template (6) is at a preset height from the top surface of the road base (9); the edge sealing concrete (10) is filled between the single-sided edge sealing structure of the road base and the road assembly base block (1); An N-shaped fixing bracket (3) for fixing the supporting formwork (2) has one end movably connected to the supporting formwork (2) and the other end movably connected to the gap of the assembled road base block (1) to achieve overall fixing of the combined formwork.

2. The combined formwork according to claim 1, characterized in that: The n-shaped fixed support (3) is composed of a basic n-shaped support and two stabilizing inclined rods (304); The basic n-shaped support is composed of a horizontal rod (302), a first vertical rod (301) and a second vertical rod (303); Two ends of a stabilizing diagonal rod (304) are respectively mechanically connected to the cross rod (302) and the first vertical rod (301) to form a stable triangular structure; The two ends of another stabilizing diagonal rod (304) are respectively mechanically connected to the cross rod (302) and the second vertical rod (303) to form a stable triangular structure.

3. The combined formwork according to claim 1, characterized in that: The shaping template (6) comprises: a side template (601), a bottom template (602) and a top template (603); One end of the side template (601) is vertically fixedly connected to the bottom template (602), and the other end is fixedly connected to one end of the top template (603) at an angle of 135 degrees, forming a right-angled trapezoidal structure.

4. The combined formwork according to claim 3, characterized in that: Also includes: At least one set of bolt connectors (7); the bolt connectors (7) are composed of a connecting screw (701), an adjustment plate (702) and a fixing nut (703); The connecting screw (701) passes through the supporting ear plate (604) on the top template (603), and the fixing nut (703) limits the supporting ear plate (604).

5. The combined formwork according to claim 4, characterized in that: It also includes a first fixed sleeve (4) with internal threads; The side wall of the first fixed sleeve (4) and the supporting template (2) are fixedly connected; The connecting screw rod (701) is bolted to the first fixing sleeve (4).

6. The modular formwork according to claim 4, characterized in that: It also includes a first fixing sleeve (4) and a supporting nut (8); The side wall of the first fixed sleeve (4) is fixedly connected to the support template (2); the top end of the first fixed sleeve (4) is fixedly connected to the support nut (8); The support nut (8) is bolted to the connecting screw rod (701), and the first fixing sleeve (4) is sleeved to the connecting screw rod (701).

7. The combined formwork according to any one of claims 5 to 6, characterized in that: The support template (2) is an L-shaped structure, consisting of a support side plate (201) and a bottom bent edge (202); The bottom end of the supporting side plate (201) and the bottom bent edge (202) are fixedly connected; The first fixed sleeve (4) and the supporting side plate (201) are fixedly connected; The bottom bent edge (202) is movably connected to the surface of the roadbed (9).

8. The combined formwork according to claim 7, characterized in that: Also includes: A second fixed sleeve (5); The side wall of the second fixed sleeve (5) is fixedly connected to the supporting template (2); One end of the n-shaped fixing bracket (3) is sleeved with the second fixing sleeve (5) to achieve a movable connection with the supporting template (2).