CN212376251U - Template and building frame - Google Patents
Template and building frame Download PDFInfo
- Publication number
- CN212376251U CN212376251U CN202020936399.5U CN202020936399U CN212376251U CN 212376251 U CN212376251 U CN 212376251U CN 202020936399 U CN202020936399 U CN 202020936399U CN 212376251 U CN212376251 U CN 212376251U
- Authority
- CN
- China
- Prior art keywords
- template
- connecting plate
- reinforcing
- reinforcing rib
- rib
- 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.)
- Active
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a template and building frame, template are used for the concrete forming, including template, two first connecting plates and two second connecting plates, two first connecting plate connect respectively in the relative both sides of template, two the second connecting plate connect respectively in the other relative both sides of template, the template still includes a plurality of first strengthening ribs and a plurality of second strengthening rib, and is a plurality of first strengthening rib both ends divide connect in corresponding one the second connecting plate, it is a plurality of second strengthening rib both ends are connected respectively in corresponding one first connecting plate, the second strengthening rib with first connecting plate parallel and level. And the second reinforcing rib of the template is flush with the first connecting plate, so that the shaping after welding is facilitated. In the construction, the square tube or the back edge transmits the reinforcing force to the contact surface of the template and the concrete through the first connecting plate and the second reinforcing rib, the concrete forming quality is good, and the surface flatness is improved.
Description
Technical Field
The application relates to the field of concrete molding, in particular to a template and a building frame.
Background
The template comprises a template and a connecting plate (a side rib) positioned at the periphery of the template. The form panels are typically provided with reinforcing ribs to enhance overall strength. The reinforcing ribs are attached to the formwork so as to support the formwork. This also results in the height of the reinforcing bars being lower than the height of the connecting plates. The stress on the back of the template is completely born by the connecting plate and is transmitted to the front of the template through the connecting plate. If the front surface of the template is concave, the shaping link after welding can not be transmitted to the front surface of the template through the reinforcing ribs, and the shaping and correcting purposes can not be achieved. In the field installation and construction link of the template, the square tube or the back edge of the reinforcing system transmits reinforcing force to the contact surface of the template and the concrete through the connecting plate, the reinforcing force is not transmitted through the reinforcing ribs, and the surface quality of the concrete is easy to generate a boss phenomenon, so that the surface flatness of the concrete is influenced.
SUMMERY OF THE UTILITY MODEL
Accordingly, there is a need for a form and building frame that solves the above problems.
The utility model provides a template for the concrete forming, includes template, two first connecting plates and two second connecting plates, two first connecting plates connect respectively in the relative both sides of template, two the second connecting plate connect respectively in the other relative both sides of template, the template still includes a plurality of first strengthening ribs and a plurality of second strengthening rib, and is a plurality of first strengthening rib both ends divide to be connected in corresponding one the second connecting plate, and are a plurality of second strengthening rib both ends are connected respectively in corresponding one first connecting plate, the second strengthening rib with first connecting plate parallel and level.
Further, the sum of the heights of the first reinforcing rib and the second reinforcing rib is the same as the height of the first connecting plate.
Further, the height of the second reinforcing rib is 44 mm, the height of the first reinforcing rib is 21 mm, and the height of the first connecting plate is 65 mm.
Further, a plurality of the first reinforcing ribs are arranged at intervals along a direction parallel to the first connecting portion.
Furthermore, a plurality of the second reinforcing ribs are arranged at intervals along the direction parallel to the second connecting plate.
Furthermore, a plurality of pin holes are formed in the first connecting plate and the second connecting plate at intervals, and each second reinforcing rib is arranged between every two adjacent pin holes.
Further, the width of the second reinforcing rib is smaller than the distance between two adjacent pin holes.
Further, the width of the second reinforcing rib is smaller than the difference between the distance between the centers of two adjacent pin holes and the diameter of the pin head of the pin installed in the pin hole.
Furthermore, the two first connecting plates and the template are integrally formed U-shaped sections, and the two second connecting plates are respectively welded to the template and the first connecting plates as sealing plates.
The utility model provides a building frame, includes template and pin, the template is equipped with the pinhole, the pin install in the pinhole, the template be as in any one above-mentioned template.
And the second reinforcing rib of the template is flush with the first connecting plate, so that the shaping after welding is facilitated. In the construction, the square tube or the back edge transmits the reinforcing force to the contact surface of the template and the concrete through the first connecting plate and the second reinforcing rib, the concrete forming quality is good, and the surface flatness is improved. Through the reinforcement of second strengthening rib, the template transversely uses the reinforcement effect the same with vertical use, does not receive template length influence.
Drawings
Fig. 1 is a perspective view of a template according to an embodiment of the present application.
Fig. 2 is a front view of the form shown in fig. 1.
Fig. 3 is a side view of the form shown in fig. 1.
Fig. 4 is a cross-sectional view of the die plate shown in fig. 1.
Description of the main elements
First connecting plate 20
Second connecting plate 30
First reinforcing rib 40
Second reinforcing rib 50
The following detailed description will further illustrate the present application in conjunction with the above-described figures.
Detailed Description
The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used herein in the description of the present application is for the purpose of describing particular embodiments only and is not intended to be limiting of the application.
The utility model provides a template for the concrete forming, includes template, two first connecting plates and two second connecting plates, two first connecting plates connect respectively in the relative both sides of template, two the second connecting plate connect respectively in the other relative both sides of template, the template still includes a plurality of first strengthening ribs and a plurality of second strengthening rib, and is a plurality of first strengthening rib both ends divide to be connected in corresponding one the second connecting plate, and are a plurality of second strengthening rib both ends are connected respectively in corresponding one first connecting plate, the second strengthening rib with first connecting plate parallel and level.
The utility model provides a building frame, includes template and pin, the template is equipped with the pinhole, the pin install in the pinhole, the template be as in any one above-mentioned template.
And the second reinforcing rib of the template is flush with the first connecting plate, so that the shaping after welding is facilitated. In the construction, the square tube or the back edge transmits the reinforcing force to the contact surface of the template and the concrete through the first connecting plate and the second reinforcing rib, the concrete forming quality is good, and the surface flatness is improved. Through the reinforcement of second strengthening rib, the template transversely uses the reinforcement effect the same with vertical use, does not receive template length influence.
Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.
Referring to fig. 1 to 3, an embodiment of the present application provides a building frame including a formwork 100 and a pin. The pins are installed in the pin holes of the mold plate 100. The template 100 is an aluminum mold. The form 100 is used for concrete molding. The form 100 includes a form 10, two first connecting plates 20, two second connecting plates 30, a plurality of first reinforcing ribs 40, and a plurality of second reinforcing ribs 50.
The form 10 is a substantially rectangular sheet. The two first connection plates 20 are vertically connected to opposite sides of the formwork 10, respectively. Two of the second connecting plates 30 are vertically connected to the other opposite sides of the formwork 10, respectively. Two ends of each first connecting plate 20 are respectively connected with the adjacent second connecting plates 30.
A plurality of pin holes 21 are formed at intervals in the first connecting plate 20 and the second connecting plate 30.
In the illustrated embodiment, the first connector plate 20 has a length greater than the length of the second connector plate 30.
In the illustrated embodiment, the two first connecting plates 20 are U-shaped sections integrally formed with the formwork 10. The two second connecting plates 30 are welded to the formwork 10 and the first connecting plate 22 as closing plates, respectively.
A plurality of first reinforcing beads 40 are fixed to the formwork 10. Both ends of each first reinforcing rib 40 are respectively fixed to a corresponding one of the second connecting plates 30. The plurality of first reinforcing ribs 40 are spaced apart from each other in a direction parallel to the first connecting plate 20. In the illustrated embodiment, the number of the first reinforcing beads 40 is two.
Both ends of the plurality of second reinforcing beads 50 are fixed to a corresponding one of the first connection plates 20, respectively. A plurality of second reinforcing bars 50 are located on the side of the first reinforcing bars 40 facing away from the formwork 10. The second ribs 50 are spaced apart from each other in a direction parallel to the second connecting plate 30. In the illustrated embodiment, the number of the second reinforcing beads 50 is two.
Referring to fig. 4, each of the second reinforcing ribs 50 is disposed between two adjacent pin holes 21. The width of the second reinforcing rib 50 is smaller than the distance between two adjacent pin holes 21. The width of the second reinforcing bead 50 refers to the length of the second reinforcing bead 50 in the direction perpendicular to the second connecting plate 30. Further, the width of the second rib 50 is smaller than the difference between the center distance of two adjacent pin holes 21 and the diameter of the head of the pin, so as to avoid interference with the pin inserted into the pin hole 21 during fixing.
The second reinforcing ribs 50 are flush with the first connecting plate 20. That is, the side of the second reinforcing bead 50 away from the form 10 is flush with the side of the first connecting plate 20 away from the form 10. The overall height of the first reinforcing bead 40 and the second reinforcing bead 50 is the same as the height of the first connecting plate 20. The height refers to a length in a direction perpendicular to the form 10.
In one embodiment, the distance between the centers of two adjacent pin holes 21 is 50 mm. The head radius of the pin was 12 mm. The width of the second reinforcing bead 50 is 15 mm.
In one embodiment, the height of the second ribs 50 is 44 mm. The height of the first reinforcing rib 40 is 21 mm. The first connecting plate 20 has a height of 65 mm.
The second reinforcing rib 50 of the template 100 is flush with the first connecting plate 20, so that the shaping after welding is convenient. In the construction, the square tube or the back edge transmits the reinforcing force to the contact surface of the template 200 and the concrete through the first connecting plate 20 and the second reinforcing rib 50, the concrete forming quality is good, and the surface flatness is improved. Through the reinforcement of the second reinforcing rib 50, the reinforcing effect of the transverse use of the template 100 is the same as that of the vertical use, and the reinforcing effect is not influenced by the length of the template 100 (the direction parallel to the first reinforcing rib 40).
Although the present application has been described with reference to a preferred embodiment, it should be understood that various changes, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (10)
1. The utility model provides a template for the concrete shaping, includes template, two first connecting plates and two second connecting plates, two first connecting plate connect respectively in the relative both sides of template, two the second connecting plate connect respectively in the other relative both sides of template, its characterized in that: the template further comprises a plurality of first reinforcing ribs and a plurality of second reinforcing ribs, the two ends of each first reinforcing rib are connected to one corresponding second connecting plate, the two ends of each second reinforcing rib are connected to one corresponding first connecting plate, and the two ends of each second reinforcing rib are parallel and level to one corresponding first connecting plate.
2. The template of claim 1, wherein: the sum of the heights of the first reinforcing ribs and the second reinforcing ribs is the same as the height of the first connecting plate.
3. The template of claim 2, wherein: the height of the second reinforcing rib is 44 millimeters, the height of the first reinforcing rib is 21 millimeters, and the height of the first connecting plate is 65 millimeters.
4. The template of claim 1, wherein: the first reinforcing ribs are arranged at intervals in the direction parallel to the first connecting portion.
5. The template of claim 4, wherein: and the second reinforcing ribs are arranged at intervals along the direction parallel to the second connecting plate.
6. The template of claim 1, wherein: a plurality of pin holes are formed in the first connecting plate and the second connecting plate at intervals, and each second reinforcing rib is arranged between every two adjacent pin holes.
7. The template of claim 6, wherein: the width of the second reinforcing rib is smaller than the distance between two adjacent pin holes.
8. The template of claim 7, wherein: the width of the second reinforcing rib is smaller than the difference between the distance between the centers of two adjacent pin holes and the diameter of the pin head of the pin installed in the pin hole.
9. The template of claim 1, wherein: the two first connecting plates and the template are integrally formed U-shaped sections, and the two second connecting plates are welded to the template and the first connecting plates respectively as sealing plates.
10. The utility model provides a building frame, includes template and pin, the template is equipped with the pinhole, the pin install in pinhole, its characterized in that: the template is according to any one of claims 1-9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020936399.5U CN212376251U (en) | 2020-05-28 | 2020-05-28 | Template and building frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020936399.5U CN212376251U (en) | 2020-05-28 | 2020-05-28 | Template and building frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212376251U true CN212376251U (en) | 2021-01-19 |
Family
ID=74178840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020936399.5U Active CN212376251U (en) | 2020-05-28 | 2020-05-28 | Template and building frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212376251U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576849A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Template and building frame |
| CN113700286A (en) * | 2021-09-18 | 2021-11-26 | 晟通科技集团有限公司 | Connecting template and template system |
-
2020
- 2020-05-28 CN CN202020936399.5U patent/CN212376251U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576849A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | Template and building frame |
| CN113700286A (en) * | 2021-09-18 | 2021-11-26 | 晟通科技集团有限公司 | Connecting template and template system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212376251U (en) | Template and building frame | |
| CN111576849A (en) | Template and building frame | |
| CN103899083A (en) | Building frame formwork | |
| KR102317808B1 (en) | Steel plate form for RC beams and manufacturing method thereof | |
| KR101891322B1 (en) | Assembly type concrete mold | |
| KR101152588B1 (en) | Upper panel for SRC column | |
| KR20210062482A (en) | Steel Form Beam | |
| CN211622612U (en) | Arc corner building system | |
| CN114016732B (en) | Floor form and floor form system | |
| CN212773461U (en) | Corner C groove and template combination | |
| CN114635557A (en) | Vertical wall form | |
| CN213741582U (en) | Steel construction links up subassembly with reinforced steel structure | |
| CN211447288U (en) | Laser welding room wallboard corner fitting | |
| KR200357642Y1 (en) | Reinforcement structure of inconner panel | |
| KR101499069B1 (en) | Steel form used long span slab | |
| CN113107189B (en) | Aluminum template structure | |
| CN215185466U (en) | Drawer cabinet crossbeam | |
| CN210439688U (en) | Door opening template device | |
| CN218563042U (en) | Reentrant corner door opening template connects mould structure | |
| KR102654294B1 (en) | Non-welded steel form with symmetrical reinforcing ribs | |
| CN216269535U (en) | Bracket structure of vehicle frame | |
| CN221256100U (en) | Well scaffold frame girder steel supporting seat | |
| CN212802530U (en) | Steel mould for cast-in-place belt at reverse ridge of fabricated structural external wall panel | |
| CN209741621U (en) | Channel steel for road concrete pouring formwork | |
| CN218462497U (en) | Superimposed sheet side forms |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |