CN218758726U - Anti-deformation die for end part of concrete vertical component - Google Patents
Anti-deformation die for end part of concrete vertical component Download PDFInfo
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- CN218758726U CN218758726U CN202223139821.2U CN202223139821U CN218758726U CN 218758726 U CN218758726 U CN 218758726U CN 202223139821 U CN202223139821 U CN 202223139821U CN 218758726 U CN218758726 U CN 218758726U
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Abstract
The utility model provides a concrete vertical component tip anti-deformation mould, which relates to the technical field of cast-in-place concrete structure construction, and comprises a first anti-deformation main body, a second anti-deformation main body and a supporting structure, wherein the first anti-deformation main body comprises a first right angle structure, the second anti-deformation main body comprises a second right angle structure, the first right angle structure and the second right angle structure are respectively arranged at the connecting part of a horizontal component and a vertical component, and the first right angle structure and the second right angle structure are symmetrically arranged; the two ends of the supporting structure are respectively connected with the first anti-deformation main body and the second anti-deformation main body, the utility model has the advantages that the size of the bottom section or the top section of the vertical component is ensured in advance, the size of the cross section of the bottom of the cast-in-place concrete vertical component or the top of the vertical component meets the design and specification requirements, and the construction requirements of environmental protection, saving and high efficiency are met.
Description
Technical Field
The utility model belongs to the technical field of cast-in-place concrete structure construction technique and specifically relates to a vertical component tip of concrete shape mould of preapring for an unfavorable turn of events is related to.
Background
In the construction process of building and housing construction, vertical members such as the bottom of a column (wall) or the top of a column (wall) can be met during template construction, the bottom of the vertical member or the top template of the vertical member is reinforced in the construction process, the cross section size deviation of the vertical member generated due to overlarge reinforcing force or insufficient reinforcing force when the top template of the vertical member is reinforced exists, the cross section size deviation appearance of the concrete vertical member after pouring is irregular, and the chiseling treatment of the concrete of the vertical member is caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shape mould is preapred for an unfavorable turn of events to at the bottom of the vertical member who exists among the solution prior art or when the vertical member top template consolidates, the too big or produced vertical member cross sectional dimension deviation of reinforcement power degree is not in place, makes the concrete vertical member cross sectional dimension deviation outward appearance of pouring the completion irregular, leads to the technical problem that vertical member concrete picks the chisel and handles 。 The utility model provides a plurality of technical effects that preferred technical scheme among a great deal of technical scheme can produce see the explanation below in detail.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a pair of vertical component tip of concrete shape mould of preapring for an unfavorable turn of events, including first shape main part of preapring for an unfavorable turn of events, second preapre for an unfavorable turn of events shape main part and bearing structure, wherein:
the first deformation prevention main body comprises a first right-angle structure, the second deformation prevention main body comprises a second right-angle structure, the first right-angle structure and the second right-angle structure are respectively arranged at the joint of the horizontal component and the vertical component, and the first right-angle structure and the second right-angle structure are symmetrically arranged;
the two ends of the supporting structure are respectively connected with the first deformation-preventing main body and the second deformation-preventing main body.
Preferably, the first deformation prevention body includes a first fixing structure and a second fixing structure vertically disposed to the first fixing structure, and the second deformation prevention body includes a third fixing structure and a fourth fixing structure vertically disposed to the third fixing structure, wherein:
the first fixing structure and the third fixing structure are positioned on the same horizontal line;
the second fixing structure and the fourth fixing structure are arranged in parallel.
Preferably, a first connecting structure is arranged on the first fixing structure, a second connecting structure is arranged on the third fixing structure, and the first connecting structure and the second connecting structure are used for being connected with the horizontal member through a connecting piece.
Preferably, the first connecting structure and the second connecting structure both adopt connecting holes, and the diameter of each connecting hole is set to be 3mm.
Preferably, the support structure employs a bar.
Preferably, the support structure is made of scrap steel bars with a diameter of 12 mm.
Preferably, the first deformation prevention main body and the second deformation prevention main body are made of steel sheets with the thickness of 1 mm.
Preferably, the connecting member is a screw.
The utility model provides a pair of vertical component tip of concrete shape mould of preapring for an unfavorable turn of events ， Through setting up the cooperation that the first shape main part of preapring for an unfavorable turn of events and second preapring for an unfavorable turn of events shape main part and bearing structure, can help the vertical component of concrete to carry out accurate location, guarantee in advance at the bottom of the vertical component or vertical component top cross sectional dimension, make at the bottom of the vertical component of cast in situ concrete or vertical component top cross sectional dimension satisfy design and standard requirement. The common quality defects of longitudinal and transverse node parts of the component are reduced, the rework and maintenance cost is reduced, and the construction efficiency is improved. The anti-deformation die for the end part of the concrete vertical member has an obvious effect when being applied to the bottom of the vertical member or the top of the vertical member, and basically has no concrete chiseling treatment caused by section size deviation.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of an embodiment of an anti-deformation mold for an end of a concrete vertical member of the present invention;
FIG. 2 is a schematic structural view of the anti-deformation mold for the end of the concrete vertical member of the present invention;
fig. 3 is a schematic structural view of the anti-deformation mold for the end of the concrete vertical member of the present invention.
In the figure: 1. a first deformation prevention main body; 11. a first fixed structure; 110. a first connecting structure; 12. a second fixed structure; 2. a second deformation prevention main body; 21. a third fixed structure; 210. a second connecting structure; 22. a fourth fixed structure; 3. a support structure; 4. a connecting member; 10. a horizontal member; 20. a vertical member.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
The utility model provides a vertical component tip of concrete shape mould of preapring for an unfavorable turn of events, figure 1 is the schematic structure of this embodiment, as shown in figure 1, including first shape main part 1 of preapring for an unfavorable turn of events, the second preapres for an unfavorable turn of events shape main part 2 and bearing structure 3.
Wherein, first shape main part 1 of preapring for an unfavorable turn of events includes first right angle structure, and the second preapre for an unfavorable turn of events shape main part 2 includes second right angle structure, and first right angle structure sets up respectively in the junction of horizontal component 10 and vertical component 20 with second right angle structure, and first right angle structure sets up with second right angle structure symmetry.
The two ends of the supporting structure 3 are respectively connected with the first deformation-preventing main body 1 and the second deformation-preventing main body 2. In this embodiment, bearing structure 3 adopts the member, specifically, bearing structure 3 adopts the diameter to make for 12 mm's steel bar scrap, and bearing structure 3 adopts the old and useless reinforcing bar preparation of job site, and the preparation installation is all simpler and more convenient, and make full use of old and useless material has reduced the waste, also environmental protection more.
This vertical component tip of concrete shape mould of preapring for an unfavorable turn of events through setting up the first main part of preapring for an unfavorable turn of events 1 and the second main part of preapring for an unfavorable turn of events 2 and the cooperation of bearing structure 3, can help the vertical component of concrete to carry out accurate location, guarantees at the bottom of the vertical component or vertical component top cross sectional dimension in advance, makes at the bottom of the vertical component of cast in situ concrete or vertical component top cross sectional dimension satisfy design and standard requirement. The common quality defects of longitudinal and transverse node parts of the component are reduced, the rework and maintenance cost is reduced, and the construction efficiency is improved. The anti-deformation die for the end part of the concrete vertical member has an obvious effect when being applied to the bottom of the vertical member or the top of the vertical member, and basically has no concrete chiseling treatment caused by section size deviation.
As an alternative embodiment, fig. 2 is a schematic structural view of the present embodiment, fig. 3 is a schematic structural view of the present embodiment, and as shown in fig. 2 and fig. 3, the first deformation prevention body 1 includes a first fixing structure 11 and a second fixing structure 12 vertically disposed to the first fixing structure 11, and the second deformation prevention body 2 includes a third fixing structure 21 and a fourth fixing structure 22 vertically disposed to the third fixing structure 21.
Wherein, the first fixing structure 11 and the third fixing structure 21 are located on the same horizontal line; the second fixing structure 12 is arranged parallel to the fourth fixing structure 22.
In this embodiment, the first and second deformation preventing bodies 1 and 2 are made of steel sheets having a thickness of 1 mm. During construction, the material is contained and obtained, and the manufacturing is simple.
During actual construction, the anti-deformation die for the end part of the concrete vertical member with a proper size is manufactured according to the design size of the vertical member of the drawing, and the anti-deformation die is installed at the bottom of the vertical member or at the core node of the upper opening of the vertical member and the beam template, so that the design size of the vertical member is ensured.
As an alternative embodiment, the first fixing structure 11 is provided with a first connecting structure 110, the third fixing structure 21 is provided with a second connecting structure 210, and the first connecting structure 110 and the second connecting structure 210 are used for connecting with the horizontal member 10 through the connecting piece 4.
Specifically, the first connecting structure 110 and the second connecting structure 210 are each a connecting hole having a diameter of 3mm, and the device is fixed to a concrete slab or a formwork through the connecting hole. In this embodiment, the connecting member 4 is a screw.
A construction method of an anti-deformation die for the end part of a concrete vertical member comprises the following steps:
s1: the processing of preapring for an unfavorable turn of events shape mould includes: manufacturing an anti-deformation die according to the drawing design size of the vertical component;
s2: the shape die holding of preapring for an unfavorable turn of events includes:
s21: anti-deformation die is installed in vertical component bottom, includes:
s211: the first fixing structure 11 provided with the first connecting structure 110 and the third fixing structure 21 provided with the second connecting structure 210 are in contact with the concrete bottom plate and ensure that the second fixing structure 12 of the first right-angle structure and the fourth fixing structure 22 of the second right-angle structure are flush with the side line of the vertical member 20;
s212: fixing the contact point of the first right-angle structure and the concrete slab on the concrete bottom plate by using a connecting piece;
s22: anti-deformation die is installed at vertical component top, includes:
s21: the first fixing structure 11 provided with the first connecting structure 110 and the third fixing structure 21 provided with the second connecting structure 210 are in surface contact with the horizontal member 10 formwork at two sides and are fixed on the horizontal member 10 formwork by using connecting pieces.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a vertical component tip of concrete shape mould of preapring for an unfavorable turn of events which characterized in that: including first shape main part, the second of preapring for an unfavorable turn of events shape main part and bearing structure, wherein:
the first deformation prevention main body comprises a first right-angle structure, the second deformation prevention main body comprises a second right-angle structure, the first right-angle structure and the second right-angle structure are respectively arranged at the joint of the horizontal component and the vertical component, and the first right-angle structure and the second right-angle structure are symmetrically arranged;
the two ends of the supporting structure are respectively connected with the first deformation-preventing main body and the second deformation-preventing main body.
2. The anti-deformation die for the end part of the concrete vertical member as claimed in claim 1, wherein: the first shape main part of preapring for an unfavorable turn of events include first fixed knot construct and with the perpendicular second fixed knot structure that sets up of first fixed knot constructs, the second preapre for an unfavorable turn of events shape main part include the third fixed knot construct and with the perpendicular fourth fixed knot structure that sets up of third fixed knot structure constructs, wherein:
the first fixing structure and the third fixing structure are positioned on the same horizontal line;
the second fixing structure and the fourth fixing structure are arranged in parallel.
3. The end deformation preventing mold for the concrete vertical member as recited in claim 2, wherein: the first fixing structure is provided with a first connecting structure, the third fixing structure is provided with a second connecting structure, and the first connecting structure and the second connecting structure are used for being connected with the horizontal component through a connecting piece.
4. The end deformation preventing mold for the concrete vertical member as recited in claim 3, wherein: the first connecting structure and the second connecting structure both adopt connecting holes, and the diameter of each connecting hole is set to be 3mm.
5. The anti-deformation die for the end part of the concrete vertical component according to any one of claims 1 to 4, wherein: the support structure adopts a rod piece.
6. The anti-deformation die for the end part of the concrete vertical member as claimed in claim 5, wherein: the supporting structure is made of waste steel bars with the diameter of 12 mm.
7. The anti-deformation die for the end part of the concrete vertical component according to any one of claims 1 to 4, wherein: the first main part of preapring for an unfavorable turn of events shape the second main part of preapring for an unfavorable turn of events all adopts thickness to be 1 mm's steel sheet and makes.
8. The anti-deformation die for the end part of the concrete vertical member as claimed in claim 3, wherein: the connecting piece adopts a screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223139821.2U CN218758726U (en) | 2022-11-25 | 2022-11-25 | Anti-deformation die for end part of concrete vertical component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223139821.2U CN218758726U (en) | 2022-11-25 | 2022-11-25 | Anti-deformation die for end part of concrete vertical component |
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| Publication Number | Publication Date |
|---|---|
| CN218758726U true CN218758726U (en) | 2023-03-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223139821.2U Active CN218758726U (en) | 2022-11-25 | 2022-11-25 | Anti-deformation die for end part of concrete vertical component |
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|---|---|
| CN (1) | CN218758726U (en) |
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2022
- 2022-11-25 CN CN202223139821.2U patent/CN218758726U/en active Active
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