CN211058294U - Reducing type template structure - Google Patents

Reducing type template structure Download PDF

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Publication number
CN211058294U
CN211058294U CN201921747715.8U CN201921747715U CN211058294U CN 211058294 U CN211058294 U CN 211058294U CN 201921747715 U CN201921747715 U CN 201921747715U CN 211058294 U CN211058294 U CN 211058294U
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CN
China
Prior art keywords
template
variable
diameter
formwork
structure according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201921747715.8U
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Chinese (zh)
Inventor
刘�东
李栋
雷富匀
赵�纪
李小慧
刘锐
王文豪
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sichuan No6 Construction Co ltd
West China Engineering Technology Shenzhen Co ltd
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Sichuan No6 Construction Co ltd
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Priority to CN201921747715.8U priority Critical patent/CN211058294U/en
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Publication of CN211058294U publication Critical patent/CN211058294U/en
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Abstract

The utility model discloses a reducing template structure, which comprises a panel, a template secondary keel fixedly connected on the panel, and a template back edge fixed on the template secondary keel, wherein the template back edge is provided with a plurality of rows of reducing components longitudinally distributed, each reducing component comprises N fasteners horizontally distributed, and two adjacent fasteners are connected through a telescopic mechanism; wherein N is more than or equal to 2. An object of the utility model is to provide a reducing formula template structure to arc template size is fixed among the solution prior art, and the poor problem of commonality realizes making the camber of template adjustable, improves the purpose of arc template commonality.

Description

Reducing type template structure
Technical Field
The utility model relates to a template field, concretely relates to reducing formula template structure.
Background
The template is used as a common facility of civil engineering, is used for the on-site pouring of various concretes, and is a temporary structure which can make the concretes cast and formed and bear the dead weight of the concretes before the concretes reach certain strength. The existing template system has poor adjustability and stiff steering, and a special arc template is required to be used when the template system is used for pouring an arc-shaped part. The arc-shaped template in the prior art is fixed in size and poor in universality.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a reducing formula template structure to arc template size is fixed among the solution prior art, and the poor problem of commonality realizes making the camber of template adjustable, improves the purpose of arc template commonality.
The utility model discloses a following technical scheme realizes:
A variable-diameter template structure comprises a panel, a template secondary keel fixedly connected to the panel and a template back edge fixed to the template secondary keel, wherein a plurality of rows of variable-diameter assemblies distributed longitudinally are arranged on the template back edge, each variable-diameter assembly comprises N horizontally distributed fastening pieces, and every two adjacent fastening pieces are connected through a telescopic mechanism; wherein N is more than or equal to 2.
Fixed to arc template size among the prior art, the poor problem of commonality, the utility model provides a reducing template structure, panel, template secondary joist, the stupefied prior art that is the template system of template back of the body, this application sets up the reducing subassembly of a plurality of rows longitudinal distribution on the stupefied template back of the body, and every row of reducing subassembly all includes the fastener of a N horizontal distribution, and connects through telescopic machanism between two adjacent fasteners in every row of reducing subassembly. During the concrete use, telescopic machanism is flexible, makes the angle between two adjacent fasteners change, and the atress of fastener passes through template secondary joist and transmits to the panel, thereby makes the crooked degree of panel change, with this adjustment of realization to template camber, thereby makes this application be applicable to pouring of the arc piece of different radius sizes and use, is showing the commonality that has improved the arc template, makes same arc template can carry out reuse by the different operating modes of adaptation, has practiced thrift material and cost.
Preferably, the N fasteners are respectively fixed on different template back edges.
Furthermore, telescopic machanism includes rotatable parts, rotatable parts's both ends set up the screw hole that revolves to opposite, and the assorted screw rod is all connected to two threaded holes, and two screw rods are articulated with two adjacent fasteners respectively. During the use, the artificial rotating parts that rotates can make the screw rod at both ends draw close each other or keep away from to the area realizes the adjustment to the distance between two adjacent fasteners, realizes the adjustment to the panel angle.
Furthermore, the rotating part comprises two rod bodies which are parallel to each other, two ends of each rod body are fixedly connected through sleeves, and the two sleeves are provided with threaded through holes with opposite rotation directions; the two screws respectively penetrate through the two threaded through holes. The two rod bodies are parallel to each other and are fixedly connected through the sleeves at the two ends, so that a gap is inevitably formed between the two rod bodies, and a user can drive the rotating part to rotate by using existing hand tools such as a wrench and the like through the gap.
Furthermore, the screw rod is hinged with the fastening piece through a rotating shaft.
Further, the fasteners in each row of reducing assemblies are distributed at equal intervals.
Furthermore, the reducing assemblies are arranged in two rows.
Furthermore, both ends all set up the reinforcement frame about the panel. The overall stability and the structural strength of the template system are improved through the reinforcing frame.
Furthermore, fasteners at two ends in the variable diameter assembly are respectively connected with the reinforcing frames at two sides through a telescopic mechanism. The radian of the panel can be integrally adjusted from two ends by adjusting the telescopic mechanisms at the two ends, and the toughness of the panel is fully utilized to realize variable diameter adjustment.
Furthermore, the panel, the formwork secondary keel and the formwork back edge are all made of wood or steel. The method is applicable to both wood formwork systems and steel formwork systems.
Compared with the prior art, the utility model, following advantage and beneficial effect have:
The utility model relates to a reducing template structure, telescopic machanism is flexible, make the angle between two adjacent fasteners change, the atress of fastener passes through template secondary joist and transmits to the panel, thereby make the bending degree of panel change, with this adjustment to the template camber of realization, thereby make this application be applicable to the use of pouring of the arc of different radius sizes, show the commonality that has improved the arc template, make same arc template can carry out reuse by the different operating modes of adaptation, material and cost have been practiced thrift.
Drawings
The accompanying drawings, which are included to provide a further understanding of the embodiments of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention. In the drawings:
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is an adjusted top view of an embodiment of the present invention;
Fig. 3 is a schematic view of the adjustment of two adjacent fasteners according to an embodiment of the present invention.
Reference numbers and corresponding part names in the drawings:
1-template back edge, 2-template secondary keel, 3-panel, 4-fastener, 401-rotating shaft, 5-telescoping mechanism, 501-screw, 502-rod body, 503-sleeve and 6-reinforcing frame.
Detailed Description
To make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail below with reference to the following examples and drawings, and the exemplary embodiments and descriptions thereof of the present invention are only used for explaining the present invention, and are not intended as limitations of the present invention.
Example 1:
As shown in fig. 1-3, a reducing formula template structure, including panel 3, fixed connection template secondary joist 2 on panel 3, fix template back arris 1 on template secondary joist 2, its characterized in that, set up the reducing subassembly of a plurality of rows longitudinal distribution on the template back arris 1, the reducing subassembly includes four horizontally distributed's fastener 4, connects through telescopic machanism 5 between two adjacent fasteners 4.
In this embodiment, the four fastening members 4 are divided into two groups and fixed to the two template back edges 1, respectively. Of course, it is also preferred to secure four fasteners 4 to four different formwork ridges, respectively.
During specific use, the telescopic mechanism stretches out and draws back, makes the angle between two adjacent fasteners change, and the atress of fastener passes through template secondary joist and transmits to the panel to make the crooked degree of panel change.
Example 2:
As shown in fig. 1 to fig. 3, on the basis of embodiment 1, the telescopic mechanism 5 includes a rotating part, threaded holes with opposite rotation directions are formed at two ends of the rotating part, the two threaded holes are connected with matched threaded rods 501, and the two threaded rods 501 are respectively hinged to two adjacent fasteners 4. The rotating part comprises two parallel rod bodies 502, two ends of each rod body 502 are fixedly connected through sleeves 503, and threaded through holes with opposite rotation directions are arranged on the two sleeves 503; the two screws 501 respectively pass through the two threaded through holes. The screw 501 is hinged with the fastener 4 through a rotating shaft 401.
In this embodiment, the reducing assemblies are arranged in two rows, and the fasteners 4 in each row of reducing assemblies are distributed at equal intervals. Both ends all set up and consolidate frame 6 about panel 3. The fasteners 4 at two ends in the reducing assembly are respectively connected with the reinforcing frames 6 at two sides through the telescopic mechanisms 5. In this kind of mode of setting, the staff can apply different flexible length to the telescopic machanism 5 that is in the reducing subassembly of co-altitude as required to make the camber of whole template on co-altitude different, make this application can be applicable to the construction of curved surfaces such as the sphere of various sizes, conical surface, application scope is extremely wide.
Wherein, the panel 3, the template secondary keel 2 and the template back edge 1 are all made of wood or steel.
The above-mentioned embodiments, further detailed description of the objects, technical solutions and advantages of the present invention, it should be understood that the above description is only the embodiments of the present invention, and is not intended to limit the scope of the present invention, and any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present invention should be included in the scope of the present invention.

Claims (10)

1. A variable-diameter template structure comprises a panel (3), template secondary keels (2) fixedly connected to the panel (3), and template back ridges (1) fixed to the template secondary keels (2), and is characterized in that a plurality of rows of longitudinally distributed variable-diameter assemblies are arranged on the template back ridges (1), each variable-diameter assembly comprises N horizontally distributed fastening pieces (4), and every two adjacent fastening pieces (4) are connected through a telescopic mechanism (5); wherein N is more than or equal to 2.
2. The variable-diameter formwork structure according to claim 1, wherein N fasteners (4) are respectively fixed on different formwork back edges (1).
3. The variable-diameter formwork structure according to claim 1, wherein the telescopic mechanism (5) comprises a rotating part, threaded holes with opposite rotation directions are formed in two ends of the rotating part, matched threaded rods (501) are connected in the two threaded holes, and the two threaded rods (501) are respectively hinged with the two adjacent fasteners (4).
4. The variable-diameter formwork structure according to claim 3, wherein the rotating part comprises two parallel rods (502), two ends of each rod (502) are fixedly connected through sleeves (503), and threaded through holes with opposite rotation directions are arranged on the two sleeves (503); two screws (501) respectively pass through the two threaded through holes.
5. The variable-diameter formwork structure as claimed in claim 3, wherein the screw (501) is hinged with the fastener (4) through a rotating shaft (401).
6. A variable diameter formwork structure according to claim 1, wherein the fasteners (4) in each row of reducing assemblies are equally spaced.
7. The variable diameter formwork structure according to claim 1, wherein the variable diameter assemblies are arranged in two rows.
8. The variable-diameter formwork structure according to claim 1, wherein reinforcing frames (6) are arranged at the left end and the right end of the panel (3).
9. The variable-diameter formwork structure as claimed in claim 8, wherein the fasteners (4) at the two ends in the variable-diameter assembly are respectively connected with the reinforcing frames (6) at the two sides through a telescopic mechanism (5).
10. The variable-diameter formwork structure according to claim 1, wherein the face plate (3), the formwork secondary keel (2) and the formwork back edge (1) are all made of wood or steel.
CN201921747715.8U 2019-10-17 2019-10-17 Reducing type template structure Expired - Fee Related CN211058294U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921747715.8U CN211058294U (en) 2019-10-17 2019-10-17 Reducing type template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921747715.8U CN211058294U (en) 2019-10-17 2019-10-17 Reducing type template structure

Publications (1)

Publication Number Publication Date
CN211058294U true CN211058294U (en) 2020-07-21

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CN201921747715.8U Expired - Fee Related CN211058294U (en) 2019-10-17 2019-10-17 Reducing type template structure

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CN (1) CN211058294U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851992A (en) * 2020-07-30 2020-10-30 晟通科技集团有限公司 Corner template
CN112211396A (en) * 2020-10-10 2021-01-12 广东省构建工程建设有限公司 Aluminum mold with conveniently-disassembled and assembled small-space structure and construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111851992A (en) * 2020-07-30 2020-10-30 晟通科技集团有限公司 Corner template
CN112211396A (en) * 2020-10-10 2021-01-12 广东省构建工程建设有限公司 Aluminum mold with conveniently-disassembled and assembled small-space structure and construction method

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20210325

Address after: 518000 6a-496, science and technology building, Haijing 2nd Road, pengwan community, Haishan street, Yantian District, Shenzhen City, Guangdong Province

Patentee after: West China Engineering Technology (Shenzhen) Co.,Ltd.

Patentee after: SICHUAN NO.6 CONSTRUCTION Co.,Ltd.

Address before: No.16, Xinghui Middle Road, Jinniu District, Chengdu, Sichuan 610000

Patentee before: SICHUAN NO.6 CONSTRUCTION Co.,Ltd.

TR01 Transfer of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200721