CN219260650U - Flexible assembly template for cast-in-situ construction of bend terrace concrete - Google Patents
Flexible assembly template for cast-in-situ construction of bend terrace concrete Download PDFInfo
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- CN219260650U CN219260650U CN202223175076.7U CN202223175076U CN219260650U CN 219260650 U CN219260650 U CN 219260650U CN 202223175076 U CN202223175076 U CN 202223175076U CN 219260650 U CN219260650 U CN 219260650U
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- 238000010276 construction Methods 0.000 title claims abstract description 18
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 16
- 229910052742 iron Inorganic materials 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000002023 wood Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
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Abstract
The utility model provides a flexible assembly template for cast-in-situ construction of bend terrace concrete, which comprises a template main body, a supporting component and a fixed rod; the template main body comprises a rectangular template frame, the template frame is covered with a template iron sheet, a plurality of ribs are arranged between two transverse parts of the template frame, connecting sleeves and connecting rods are respectively and fixedly arranged on the longitudinal parts of the front end and the longitudinal parts of the rear end of the template frame, supporting sleeves are fixedly arranged on the ribs of the template frame, and a plurality of groups of templates are movably connected through the connecting sleeves in an inserting manner through the connecting rods; the supporting component comprises a trapezoid supporting frame with an opening at the lower bottom, the lower bottom of the trapezoid supporting frame is inserted into a supporting sleeve, the upper bottom of the trapezoid supporting frame is fixedly provided with a fixing sleeve, and a fixing rod penetrates through the fixing sleeve and is inserted into the ground to be poured. The utility model can design the size of each component according to the length and radian of the terrace, and adopts a plurality of groups of templates, and as the components are movably connected, the utility model has convenient assembly and disassembly, good flexibility, and the templates are not easy to damage, can be repeatedly utilized, and can effectively reduce the concrete pouring cost.
Description
Technical Field
The utility model belongs to the technical field of concrete construction, and particularly relates to a flexible assembly template for cast-in-situ construction of bend terrace concrete.
Background
In the construction process of the concrete terrace, a template is often adopted to assist cast-in-situ molding. In actual construction, a cast-in-situ template is usually a wood template and a steel template, and the template is of a rigid structure, is convenient in straight terrace construction, but is inconvenient to use and poor in flexibility when used in curve terrace cast-in-situ construction, and has the problems of complex assembly and disassembly, low utilization rate and easy damage.
Disclosure of Invention
The utility model aims to solve the technical problems of the existing wood templates and steel templates used for cast-in-situ construction of bend terrace concrete, and provides a flexible assembly template used for cast-in-situ construction of bend terrace concrete.
In order to achieve the purpose, the utility model adopts the following technical scheme:
a flexible assembly template for cast-in-situ construction of curve terrace concrete comprises a template main body, a supporting component and a fixed rod;
the template main body comprises a rectangular template frame, the template frame is covered with a template iron sheet, a plurality of ribs parallel to longitudinal parts on two sides of the template frame are arranged between two transverse parts of the template frame, a connecting sleeve is fixedly arranged on the longitudinal part of the front end of the template frame, a connecting rod is fixedly arranged on the longitudinal part of the rear end of the template frame, a supporting sleeve is fixedly arranged on any rib of the template frame, and a plurality of groups of templates are movably connected through the connecting rods inserted into the connecting sleeve;
the support assembly comprises a trapezoid support frame with an opening at the lower bottom, the lower bottom of the trapezoid support frame is inserted into the support sleeve, a fixing sleeve is fixedly arranged on the upper bottom of the trapezoid support frame, and the fixing rod penetrates through the fixing sleeve and is inserted into the ground to be poured.
As a further improvement of the technical scheme of the utility model, the top of the fixed rod is provided with a baffle.
Further, the bottom end of the fixing rod is a tip.
Further, every other two ribs on the template frame are fixedly provided with supporting sleeves.
Compared with the existing wood templates and steel templates, the utility model has the following beneficial effects:
1. the flexible assembly template mainly comprises a template main body and a support frame, wherein the template main body is movably connected with the support frame, a plurality of groups of templates are movably connected with the support frame through connecting rods and connecting sleeves, the sizes of all the components can be designed according to the length and radian of a terrace, and a plurality of groups of templates are selected, so that the flexible assembly template is wide in application range.
2. The components of the utility model are movably connected, so that the utility model has the advantages of convenient assembly and disassembly, good flexibility, difficult damage to the templates, repeated use of each group of templates, high utilization rate and effective reduction of the concrete pouring cost.
3. According to the utility model, the stop piece is arranged at the top end of the fixing rod, so that the fixing sleeve can be prevented from falling out of the top of the fixing rod, and the bottom end of the fixing rod is designed to be a pointed end, so that the fixing rod can be conveniently inserted into the ground to be poured.
Drawings
FIG. 1 is a schematic view of a flexible assembly form of the present utility model;
FIG. 2 is a schematic structural view of a connecting rod;
reference numerals: 1. template main body: 1-1 of a template frame, 1-2 of a connecting sleeve, 1-3 of a connecting rod, 1-4 of a supporting sleeve, 1-5 of a template iron sheet, 1-6 of a rib; 2. and (3) a supporting assembly: 2-1 parts of trapezoid supporting frames, 2-2 parts of fixing sleeves, 3 parts of fixing rods.
Detailed Description
The utility model is further described below with reference to the accompanying drawings.
Referring to fig. 1-2, the flexible assembly template for cast-in-situ construction of bend terrace concrete provided by the utility model comprises a template main body 1, a support frame 2 and a fixed rod 3 with a baffle at the top; the template main body 1 comprises a rectangular template frame 1-1, a template iron sheet 1-5 is covered on the template frame 1-1, a plurality of ribs 1-6 parallel to longitudinal parts on two sides of the template frame 1-1 are arranged between two transverse parts of the template frame 1-1, a connecting sleeve 1-2 is fixedly arranged on the longitudinal part of the front end of the template frame 1-1, a connecting rod 1-3 is fixedly arranged on the longitudinal part of the rear end of the template frame 1-1, supporting sleeves 1-4 are fixedly arranged on every two ribs 1-6 on the template frame 1-1, and a plurality of groups of templates are movably connected by inserting the connecting sleeve 1-2 through the connecting rods 1-3; the supporting component 2 comprises a trapezoid supporting frame 2-1 with an opening at the lower bottom, the lower bottom of the trapezoid supporting frame 2-1 is inserted into the supporting sleeve 1-4, a fixing sleeve 2-2 is fixedly arranged on the upper bottom of the trapezoid supporting frame 2-1, and the fixing rod 3 penetrates through the fixing sleeve 2-2 and is inserted into the ground to be poured.
The template frame 1-1, the connecting rod 1-3 and the fixing rod 3 are all made of round steel with the diameter of 20 mm. The single templates have different lengths and can be freely combined according to the needs, and the width is 180mm-200mm, so that the transportation, the storage and the use are convenient; the connecting rod 1-3 is continuously bent into three sections by one steel bar, one end connected with the longitudinal part of the rear end of the template frame 1-1 is a first section, the three sections of steel bars are respectively positioned in the direction of Y, X, Z, so that the connecting rod 1-3 is conveniently inserted into the connecting sleeve 1-2, no gap exists between the two templates after installation, and the length of the third section of steel bars is consistent with that of the connecting sleeve 1-2; the length of the fixing rod 3 is preferably 400mm to 500mm for fixing the entire form. The connecting sleeve 1-2, the supporting sleeve 1-4 and the fixing sleeve 2-2 are all made of seamless steel pipes with nominal diameters DN25 mm. The length of the connecting sleeve 1-2 is consistent with the length of the insertion part of the connecting rod 1-3; the length of the supporting sleeve 1-4 is slightly smaller than the length of the rib of the template frame 1-1, and the matching of the supporting frame 2 is preferable; the length of the fixing sleeve 2-2 is preferably 80mm-100mm, and is used for connecting the fixing rod 3 and the supporting frame 2. The thickness of the template iron sheet is preferably 1mm-2 mm.
The number of the components can be determined according to actual needs, and the processing and manufacturing flow of the utility model is as follows:
the periphery of the template frame 1-1 is welded, and then ribs 1-6 of the frame are uniformly welded between the upper transverse part and the lower transverse part of the template frame 1-1 every 200mm for reinforcing the template iron sheet 1-5 and welding the supporting sleeve 1-4. After the template frame 1-1 is welded, the template iron sheet 1-5 is welded on the template frame 1-1. The support sleeves 1-4 are welded to the ribs 1-6 of the formwork frame 1-1 every 2 ribs 1-6. The longitudinal part of the rear end of the template frame 1-1 is welded with two connecting rods 1-3 in the same direction, one is welded at 1/3 of the longitudinal part of the template frame 1-1, and the other is welded at the bottom end of the longitudinal part of the template frame 1-1. Two connecting sleeves 1-2 are welded on the same side of the connecting rod 1-3 at the front end longitudinal part of the template frame 1-1, the horizontal positions of the two connecting sleeves 1-2 are consistent with the connecting rod 1-3, and the vertical projection of the axis coincides with the axis of the longitudinal part of the template frame 1-1, so that the joint of the template is smooth and has no gap after the welded connecting rod 1-3 and connecting sleeve 1-2 are connected with each other. Penetrating the lower bottom of the trapezoid support frame 2-1 into the support sleeve 1-4 to connect the trapezoid support frame 2-1 and the support sleeve into a whole, and then welding the fixing sleeve 2-2 on one side of the upper bottom of the trapezoid support frame 2-1, thereby completing the manufacture of a single template.
When the die plate casting machine is used, the single die plate is connected with the connecting rods 1-3 and the connecting sleeves 1-2 sequentially, the radian of the die plate is freely adjusted according to the radian of the curve terrace, and finally the fixing rods 3 are inserted into the fixing sleeves 2-2 and the fixing rods 3 are nailed into the ground to be cast to fix the whole die plate. And finally, finishing the template connection operation, and carrying out the next concrete pouring construction.
Claims (4)
1. The flexible assembly template for the cast-in-situ construction of the curve terrace concrete is characterized by comprising a template main body (1), a supporting component (2) and a fixed rod (3);
the template main body (1) comprises a rectangular template frame (1-1), a template iron sheet (1-5) is covered on the template frame (1-1), a plurality of ribs (1-6) parallel to longitudinal parts on two sides of the template frame (1-1) are arranged between two transverse parts of the template frame (1-1), a connecting sleeve (1-2) is fixedly arranged on the longitudinal part of the front end of the template frame (1-1), a connecting rod (1-3) is fixedly arranged on the longitudinal part of the rear end of the template frame, a supporting sleeve (1-4) is fixedly arranged on any rib (1-6) of the template frame (1-1), and a plurality of groups of templates are movably connected by inserting the connecting sleeve (1-2) through the connecting rod (1-3);
the support assembly (2) comprises a trapezoid support frame (2-1) with an opening at the lower bottom, the lower bottom of the trapezoid support frame (2-1) is inserted into the support sleeve (1-4), a fixing sleeve (2-2) is fixedly arranged on the upper bottom of the trapezoid support frame (2-1), and the fixing rod (3) penetrates through the fixing sleeve (2-2) to be inserted into the ground to be poured.
2. A flexible assembly formwork for cast-in-situ construction of bend floor concrete according to claim 1, wherein a stop is arranged at the top of the fixed rod (3).
3. A flexible assembly formwork for cast-in-situ construction of curve terrace concrete according to claim 1, wherein the bottom end of the fixing rod (3) is a tip.
4. A flexible assembly formwork for cast-in-situ construction of bend floor concrete according to any one of claims 1-3, wherein the formwork frame (1-1) is fixedly provided with support sleeves (1-4) for every other two ribs (1-6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223175076.7U CN219260650U (en) | 2022-11-29 | 2022-11-29 | Flexible assembly template for cast-in-situ construction of bend terrace concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223175076.7U CN219260650U (en) | 2022-11-29 | 2022-11-29 | Flexible assembly template for cast-in-situ construction of bend terrace concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219260650U true CN219260650U (en) | 2023-06-27 |
Family
ID=86871143
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223175076.7U Active CN219260650U (en) | 2022-11-29 | 2022-11-29 | Flexible assembly template for cast-in-situ construction of bend terrace concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219260650U (en) |
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2022
- 2022-11-29 CN CN202223175076.7U patent/CN219260650U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240228 Address after: 737100 No. 2 Lanzhou Road, Beijing Road Street, Jinchuan District, Jinchang City, Gansu Province Patentee after: Jinchuan Group Nickel Cobalt Co.,Ltd. Country or region after: China Address before: 737103 No. 98, Jinchuan Road, Jinchang, Gansu Patentee before: JINCHUAN GROUP Co.,Ltd. Country or region before: China |
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| TR01 | Transfer of patent right |