CN219100033U - Concrete placement template structure - Google Patents

Concrete placement template structure Download PDF

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Publication number
CN219100033U
CN219100033U CN202223205252.7U CN202223205252U CN219100033U CN 219100033 U CN219100033 U CN 219100033U CN 202223205252 U CN202223205252 U CN 202223205252U CN 219100033 U CN219100033 U CN 219100033U
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China
Prior art keywords
template
main
main template
transverse rod
holes
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CN202223205252.7U
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Chinese (zh)
Inventor
张正
李文杰
王庆
陈朝晖
龙凤雕
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CSCEC Strait Construction and Development Co Ltd
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CSCEC Strait Construction and Development Co Ltd
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Priority to CN202223205252.7U priority Critical patent/CN219100033U/en
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Abstract

The utility model relates to a concrete pouring template structure, and belongs to the technical field of template devices; the U-shaped cross section forming device comprises a plurality of main templates which are arranged side by side, wherein the cross section of each main template is U-shaped, and the two side plates are provided with bolt holes and transverse rod piece holes; every two adjacent main templates are connected through bolts penetrating through the bolt holes, and each main template is connected through a transverse rod penetrating through the transverse rod hole; a feeding gap is formed in the center of the upper side of each main template, an oblique opening pouring hopper is fixedly arranged outside the feeding gap, and the top end of the oblique opening pouring hopper and the connecting end of the oblique opening pouring hopper and the feeding gap are both opened; a telescopic rod is longitudinally arranged at the left side and the right side in each main template, and the top end of the telescopic rod extends out of the main template; the bolts and the transverse rods are utilized to ensure that the whole stress of the template is uniform, so that partial template deviation or die explosion is prevented; the whole verticality between the upper building and the lower building template can be obviously reflected by the telescopic rod, and an operator can adjust the template in time.

Description

Concrete placement template structure
Technical Field
The utility model relates to a concrete pouring template structure, and belongs to the technical field of template devices.
Background
Along with the rapid development of economy in China, the number and scale of construction sites in each place are continuously enlarged, the pile-slab retaining wall is increasingly used, the traditional template adopted by pile-slab retaining wall engineering of reverse construction in a construction site generally has the problems of long template installation and reinforcement construction period, complicated reinforcement details, substandard flatness and perpendicularity of the cast-in-situ retaining wall surface, excessive concrete, mold explosion and the like.
Disclosure of Invention
In order to solve the problems existing in the prior art, the utility model provides a concrete pouring template structure.
The technical scheme of the utility model is as follows:
a concrete pouring template structure comprises a plurality of main templates which are placed side by side, wherein the cross section of each main template is U-shaped, and bolt holes and transverse rod holes are formed in two side plates of each main template; every two adjacent main templates are connected through bolts penetrating through the bolt holes, and transverse rod pieces penetrate through the transverse rod piece holes of the main templates; a feeding gap is formed in the center of the upper side of each main template, an oblique pouring hopper is fixedly arranged outside each feeding gap, and the top end of each oblique pouring hopper and the connecting end of each oblique pouring hopper and each feeding gap are opened; and the left side and the right side in each main template are respectively and longitudinally provided with a telescopic rod, and the top ends of the telescopic rods extend out of the top ends of the main templates.
The two side plates of the main template are provided with a plurality of bolt holes in parallel at intervals, and the bolt holes on the left side and the right side of the same main template correspond to the bolt holes.
The two side plates of the main template are provided with a plurality of transverse rod holes in parallel at intervals, and the transverse rod holes on the left side and the right side of the same main template correspond to each other.
Wherein, a plurality of bolt holes and a plurality of transverse rod piece holes on the side surface of the main template are alternately distributed.
Wherein, the main template is an aluminum template.
The bottom of one end, far away from the main template, of the oblique open pouring hopper is fixedly provided with an inclined support, the inclined support is obliquely placed, and one end, far away from the oblique open pouring hopper, of the oblique open pouring hopper is fixed with the main template.
The utility model has the following beneficial effects:
1. according to the concrete pouring template structure, the aluminum mould is adopted for shaping manufacture, so that the shaping effect is good, and the flatness of a pouring wall surface is guaranteed.
2. The concrete pouring template structure is convenient to install, adjacent main templates are connected through the bolts, a plurality of main templates are connected through the transverse rod pieces, the overall stress of the template is more uniform, and meanwhile, the reinforcing system is connected with the transverse rod pieces, so that the template is reinforced more conveniently, and partial template deviation or template explosion is prevented.
3. According to the concrete pouring template structure, through the use of the telescopic rods, the overall verticality between an upper building and a lower building template in the process of template erection and concrete pouring can be obviously reflected, so that operators can effectively adjust the template in time.
4. According to the concrete pouring template structure, according to actual construction requirements, the main template can be fixedly connected with the transverse rod piece through the bolts to achieve the required construction length.
Drawings
FIG. 1 is an elevation view of a concrete casting form structure of the present utility model;
fig. 2 is a side view of a casting process of a concrete casting form structure according to the present utility model.
The reference numerals in the drawings are as follows:
1-main template, 2-oblique open pouring hopper, 3-inclined support, 4-telescopic rod, 5-transverse rod piece, 6-bolt, 7-bolt hole, 8-transverse rod piece hole, 9-feeding notch, 10-superstructure, 11-soil body and 12-pouring part.
Detailed Description
The utility model will now be described in detail with reference to the drawings and to specific embodiments.
Referring to fig. 1-2, a concrete pouring formwork structure comprises a plurality of main formworks 1 which are placed side by side, wherein the cross section of each main formwork 1 is U-shaped, and two side plates of each main formwork 1 are provided with bolt holes 7 and transverse rod holes 8; every two adjacent main templates 1 are connected through bolts 6 penetrating through bolt holes 7, and transverse rod pieces 5 penetrate through transverse rod piece holes 8 of the main templates 1; a feeding gap 9 is formed in the center of the upper side of each main template 1, an oblique opening pouring hopper 2 is fixedly arranged outside the feeding gap 9, and the top end of the oblique opening pouring hopper 2 and the connecting end with the feeding gap 9 are both arranged in an opening manner; the left side and the right side in each main template 1 are respectively and longitudinally provided with a telescopic rod 4, and the top ends of the telescopic rods 4 extend out of the top ends of the main templates 1.
As shown in fig. 1 and 2, a plurality of bolt holes 7 are distributed on two side plates of the main template 1 at intervals in parallel, and the bolt holes 7 on the left and right sides of the same main template 1 correspond to each other; a plurality of transverse rod holes 8 are distributed on the two side plates of the main template 1 at intervals in parallel, and the transverse rod holes 8 on the left side and the right side of the same main template 1 correspond to each other; the bolt holes 7 and the transverse rod holes 8 on the side face of the main template 1 are alternately distributed.
Further, the main template 1 is an aluminum template.
Further, the bottom of the end, far away from the main template 1, of the oblique open pouring hopper 2 is fixedly provided with an inclined support 3, the inclined support 3 is obliquely placed, and the end, far away from the oblique open pouring hopper 2, is fixed with the main template 1.
The working principle of the utility model is as follows:
after binding the retaining plate steel bars among piles, the template is used for installing the template of the retaining wall, and a feeding notch 9 at the upper part of the main template 1 corresponds to the gap part of the oblique open pouring hopper 2; a proper amount of main templates 1 are connected through bolts 6 according to the site construction requirement, and transverse rods 5 are inserted to enable a plurality of main templates 1 to be connected into a whole and reinforced; in the pouring process, concrete enters the pouring part 12 through the oblique opening pouring hopper 2, when the oblique opening pouring hopper 2 is filled with the concrete, the fact that the concrete in the pouring part 12 is filled is known, no gap exists between the pouring part 12 and the superstructure 10, and pouring is completed.
After the first cell is partially poured, when the second and lower cells are constructed, the telescopic rod 4 on the main template 1 is pulled out to be tightly attached to the retaining wall surface of one cell. The template deviation problem in the process of setting up and later pouring of the retaining wall template can be reflected timely. Meanwhile, the setting aluminum die saves the setting time of the whole die plate, and the connection between the die plates is firmer.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.

Claims (6)

1. The utility model provides a concrete placement template structure which characterized in that: the U-shaped plastic plate comprises a plurality of main templates (1) which are arranged side by side, wherein the cross section of each main template (1) is U-shaped, and two side plates of each main template (1) are provided with bolt holes (7) and transverse rod holes (8); every two adjacent main templates (1) are connected through bolts (6) penetrating through bolt holes (7), and transverse rod pieces (5) penetrate through transverse rod piece holes (8) of the main templates (1); a feeding gap (9) is formed in the center of the upper side of each main template (1), an oblique opening pouring hopper (2) is fixedly arranged outside the feeding gap (9), and the top end of the oblique opening pouring hopper (2) and the connecting end with the feeding gap (9) are both arranged in an opening manner; the left side and the right side in each main template (1) are respectively and longitudinally provided with a telescopic rod (4), and the top ends of the telescopic rods (4) extend out of the top ends of the main templates (1).
2. A concrete placement form structure as recited in claim 1, wherein: a plurality of bolt holes (7) are distributed on two side plates of the main template (1) at intervals in parallel, and the same bolt holes (7) on the left side and the right side of the main template (1) correspond to each other.
3. A concrete placement form structure as recited in claim 1, wherein: a plurality of transverse rod piece holes (8) are distributed on two side plates of the main template (1) at intervals in parallel, and the transverse rod piece holes (8) on the left side and the right side of the same main template (1) correspond to each other.
4. A concrete casting form structure according to claim 2 or 3, wherein: the bolt holes (7) and the transverse rod piece holes (8) on the side face of the main template (1) are alternately distributed.
5. A concrete placement form structure as recited in claim 1, wherein: the main template (1) is an aluminum template.
6. A concrete placement form structure as recited in claim 1, wherein: the bottom of one end of the oblique open pouring hopper (2) far away from the main template (1) is fixedly provided with an inclined support (3), the inclined support (3) is obliquely placed, and one end of the oblique open pouring hopper (2) far away from is fixed with the main template (1).
CN202223205252.7U 2022-12-01 2022-12-01 Concrete placement template structure Active CN219100033U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223205252.7U CN219100033U (en) 2022-12-01 2022-12-01 Concrete placement template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223205252.7U CN219100033U (en) 2022-12-01 2022-12-01 Concrete placement template structure

Publications (1)

Publication Number Publication Date
CN219100033U true CN219100033U (en) 2023-05-30

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223205252.7U Active CN219100033U (en) 2022-12-01 2022-12-01 Concrete placement template structure

Country Status (1)

Country Link
CN (1) CN219100033U (en)

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