CN112459482B - Subsidence part template reinforcing assembly and subsidence part template frame - Google Patents
Subsidence part template reinforcing assembly and subsidence part template frame Download PDFInfo
- Publication number
- CN112459482B CN112459482B CN202011368594.3A CN202011368594A CN112459482B CN 112459482 B CN112459482 B CN 112459482B CN 202011368594 A CN202011368594 A CN 202011368594A CN 112459482 B CN112459482 B CN 112459482B
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- template
- positioning
- formwork
- fixing
- settlement
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A settlement part template reinforcing component is used for fixing a first template and a second template and comprises a first positioning piece and a second positioning piece, wherein the first positioning piece is arranged between the first template and the second template; the second positioning piece is fixed on the first positioning piece and has a certain height from the bottom end of the first positioning piece, one end point of the second positioning piece is fixed on the first template, and the second template is placed on the second positioning piece and is fixed on a straight line where the first positioning piece is higher than one end of the second positioning piece, so that the second template is higher than the first template. The first positioning piece and the second positioning piece are fixedly connected, and the second positioning piece is away from the bottom end of the first positioning piece by a certain height, so that when the second template is placed on the second positioning piece and abutted against the first positioning piece, the first template and the second template have a height difference, and a settlement wall body is formed by pouring, and the structure is stable; and avoid trompil on the template, reduced the infiltration risk.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a settlement part template reinforcing assembly and a settlement part template frame.
Background
With the rapid popularization of aluminum templates in China, more and more buildings choose to use aluminum molds for construction. At present, in an aluminum formwork reinforcing system of a settlement part, holes are usually formed in corresponding positions of a wall surface, a long pull rod extends into the holes of the wall surface, and the long pull rod and corresponding floor hole positions are connected in a split mode through screws and nuts so that two wall bodies can be fixed. And fix two walls through the mode at the wall trompil and can lead to the hidden danger that the infiltration appears in the floor, and when the floor trompil just was to floor board piece, can lead to the pull rod to shift and hang the mould and rock and consolidate the poor problem of stability.
Disclosure of Invention
Accordingly, there is a need for a settlement section formwork reinforcing member and a settlement section formwork frame that can fix a settlement section wall without forming a hole in the wall surface, so as to solve the above problems.
The embodiment of the application provides a settlement part template reinforcing component which is used for fixing a first template and a second template and comprises a first positioning piece, a second positioning piece and a fixing piece, wherein the first positioning piece is arranged between the first template and the second template; the second positioning piece is fixed on the first positioning piece and is higher than the first positioning piece bottom by a certain height, one end point of the second positioning piece is fixed on the first template, the second template is placed on the second positioning piece and is fixed on the first positioning piece, the first positioning piece is higher than the straight line of one end of the second positioning piece, the second positioning piece comprises a fixing part and a bearing part, the first positioning piece is fixed on the fixing part and the bearing part at the joint position, the fixing part reaches the bearing part, and is higher than the first positioning piece bottom by a certain height, the end point of the fixing part is fixed on the first template, the second template is placed on the bearing part and is fixed on the straight line of one end of the second positioning piece, so that the second template is higher than the first template. One end of the fixing piece is fixed to the first template, the other end of the fixing piece is fixed to the second template, and the fixing piece is used for being matched with the first positioning piece and the second positioning piece to fix the first template and the second template. The first positioning piece and the second positioning piece are fixedly connected, and the second positioning piece is away from the bottom end of the first positioning piece by a certain height, so that when the second template is placed on the second positioning piece and is abutted against the first positioning piece, the first template and the second template have a height difference, and a settlement wall body is formed by pouring, and the structure is stable; and avoid trompil on the template, reduced the infiltration risk.
In at least one embodiment of the present application, the first positioning member is perpendicular to the second positioning member. The first positioning piece is perpendicular to the second positioning piece, so that the first positioning piece and the second positioning piece are installed conveniently, and the installation stability of the two wall bodies is guaranteed.
In at least one embodiment of the present application, the fixing portion and the bearing portion are integrally formed. The fixing part and the bearing part are integrally formed, so that the second positioning part can be conveniently formed.
In at least one embodiment of the present application, the fixing member is parallel to the second positioning member. The fixing piece and the second positioning piece are arranged in parallel, so that the fixing stability of the two templates is ensured.
In at least one embodiment of the present application, the length of the fixing part is equal to the length of the fixing part. The length of the fixing part is set to be equal to that of the fixing part, so that the position of the second template is positioned, and the distance between the first template and the second template is ensured.
In at least one embodiment of the present application, the number of the first positioning element, the second positioning element and the fixing element is at least two, and the fixing elements are used for fixing the first formwork and the second formwork when the height difference between the second formwork and the first formwork is greater than or equal to 200 mm. The first positioning piece and the second positioning piece are arranged in a plurality, so that when the height difference between the second template and the first template is greater than or equal to 200mm, the stability between the first template and the second template is ensured.
In at least one embodiment of the present application, a distance between every two of the fixing members or every two of the first positioning members is less than or equal to 800 mm. The distance between the two fixing pieces or the two first positioning pieces is smaller than or equal to 800mm, so that the stability of the two formworks is further improved.
The utility model provides a subside position template frame, includes first template, subsides position template reinforcement subassembly and second template, it is fixed to subside position template reinforcement subassembly both ends first template with the second template, it is the aforesaid to subside position template reinforcement subassembly subside the position template reinforcement subassembly. The settlement part formwork reinforcing component is applied into the settlement part formwork frame, so that the settlement part formwork frame forms a settlement wall body to be applied to a building system needing settlement.
According to the settlement part formwork reinforcing component, the first positioning piece and the second positioning piece are fixedly connected, and the second positioning piece is away from the bottom end of the first positioning piece by a certain height, so that when the second formwork is placed on the second positioning piece and abutted against the first positioning piece, a height difference exists between the first formwork and the second formwork, and the first formwork and the second formwork are poured to form a settlement wall body, and the settlement part formwork reinforcing component is stable in structure; and avoid trompil on the template, reduced the infiltration risk.
Drawings
Fig. 1 is a schematic perspective view of a formwork frame of a sinking portion in an embodiment.
Fig. 2 is a perspective view of the framework of the sinking portion template shown in fig. 1 with a second template hidden.
Description of the main element symbols: a settlement part formwork frame 100, a first formwork 10, a second formwork 20, a settlement part formwork reinforcing component 30, a first positioning piece 31, a second positioning piece 32, a fixing part 321, a bearing part 322 and a fixing piece 33.
Detailed Description
The embodiments of the present application will be described in conjunction with the drawings in the embodiments of the present application, and it is to be understood that the described embodiments are only a part of the embodiments of the present application, and not all of the embodiments.
It will be understood that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. When an element is referred to as being "on" another element, it can be directly on the other element or intervening elements may also be present. The terms "top," "bottom," "upper," "lower," "left," "right," "front," "rear," and the like as used herein are for illustrative purposes only.
The embodiment of the application provides a settlement part template reinforcing component which is used for fixing a first template and a second template and comprises a first positioning piece and a second positioning piece, wherein the first positioning piece is arranged between the first template and the second template; the second positioning part is fixed on the first positioning part and has a certain height from the bottom end of the first positioning part, one end point of the second positioning part is fixed on the first template, and the second template is placed on the second positioning part and is fixed on a straight line where one end of the first positioning part is higher than one end of the second positioning part, so that the second template is higher than the first template.
According to the settlement part formwork reinforcing component, the first positioning piece and the second positioning piece are fixedly connected, and the second positioning piece is away from the bottom end of the first positioning piece by a certain height, so that when the second formwork is placed on the second positioning piece and abutted against the first positioning piece, the first formwork and the second formwork have a height difference, so that a settlement wall body is formed through pouring, and the structure is stable; and avoid trompil on the template, reduced the infiltration risk.
Some embodiments of the present application will be described in detail below with reference to the accompanying drawings. The embodiments and features of the embodiments described below can be combined with each other without conflict.
Referring to fig. 1, an embodiment of the present application provides a formwork frame 100 for a subsidence area, including a first formwork 10, a second formwork 20, and a formwork reinforcing member 30 for the subsidence area, wherein two ends of the formwork reinforcing member 30 fix the first formwork 10 and the second formwork 20, so that a height difference exists between the first formwork 10 and the second formwork 20.
In one embodiment, the first template 10 and the second template 20 are aluminum templates. It is understood that the types of the first template 10 and the second template 20 are not limited thereto, and the first template 10 and the second template 20 may also be other metal templates as in other embodiments.
Referring to fig. 2, in order to connect the first formwork 10 and the second formwork 20, the settlement portion formwork reinforcing member 30 includes a first positioning member 31 and a second positioning member 32. The first positioning member 31 is disposed between the first template 10 and the second template 20; the second positioning element 32 is fixed to the first positioning element 31 and has a certain height from the bottom end of the first positioning element 31, the end point of one end of the second positioning element 32 is fixed to the first template 10, and the second template 20 is placed on the second positioning element 32 and fixed on the straight line where one end of the first positioning element 31 is higher than one end of the second positioning element 32, so that the second template 20 is higher than the first template 10.
In an embodiment, the first positioning member 31 and the second positioning member 32 are steel bars. It is understood that the material of the first positioning element 31 and the second positioning element 32 is not limited thereto, and as in other embodiments, the first positioning element 31 and the second positioning element 32 are made of other metal materials.
In one embodiment, in order to fix the first positioning member 31 and the second positioning member 32, the first positioning member 31 and the second positioning member 32 are welded. It is understood that the fixing manner of the first positioning element 31 and the second positioning element 32 is not limited thereto, and as in other embodiments, the first positioning element 31 and the second positioning element 32 may also be integrally formed.
In order to improve the stability of the connection between the first form 10 and the second form 20 and to facilitate the placement of the second form 20 on the second positioning member 32, in one embodiment, the first positioning member 31 and the second positioning member are vertically disposed. It is understood that the arrangement angles of the first positioning member 31 and the second positioning member 32 are not limited thereto, as in other embodiments, the first positioning member 31 is at an angle of 50 °, 60 °, 70 °, 80 °, 100 °, 110 °, 120 °, 130 °, or the like, with respect to the second positioning member 32.
In order to facilitate the second positioning member 32 to connect the first formwork 10 and the second formwork 20, the second positioning member 32 includes a fixing portion 321 and a bearing portion 322. The first positioning element 31 is fixed at the joint of the fixing portion 321 and the bearing portion 322, the fixing portion 321 is fixed on the first formwork 10, and the second formwork 20 is placed on the bearing portion 322 and abuts against the first positioning element 31.
The fixing portion 321 is welded to the first form 10.
It is understood that the bearing part 322 is used for supporting the second formwork 20, so that the second formwork 20 has a height difference with the first formwork 10 to be suitable for a specific building settlement point. It should be noted that the position of the bearing portion 322 is determined according to a specific template system.
In an embodiment, the fixing portion 321 and the bearing portion 322 are integrally formed. It is understood that the connection manner of the fixing portion 321 and the bearing portion 322 is not limited thereto, and as in other embodiments, the fixing portion 321 and the bearing portion 322 are connected by welding.
In order to increase the stability of the connection of the first formwork 10 and the second formwork 20, the settlement section formwork reinforcing assembly 30 further includes a fixing member 33. The fixing member 33 is fixed to the first formwork 10 and the second formwork 20 at two ends thereof, and is used for cooperating with the first positioning member 31 and the second positioning member 32 to fix the first formwork 10 and the second formwork 20.
In one embodiment, the fixing member 33 is a steel bar. It is understood that the type of the fixing member 33 is not limited thereto, and the fixing member 33 may also be a rod-shaped structure of other metals, etc. in other embodiments.
In order to increase the stability of the connection between the first formwork 10 and the second formwork 20, in one embodiment, the fixing member 33 is parallel to the second positioning member 32. So that the first formwork 10 and the second formwork 20 are uniformly stressed when concrete is poured. It is understood that the arrangement of the fixing member 33 and the second positioning member 32 is not limited thereto, and as in other embodiments, the fixing member 33 is disposed at an angle to the second positioning member 32 in order to ensure the stress of each portion of the first formwork 10 and the second formwork 20.
In order to ensure the thickness of the wall after casting, the length of the fixing member 33 is equal to the length of the fixing portion 321. So that when the first formwork 10 and the second formwork 20 are fixed by the settlement part formwork reinforcing component 30, the distance between the first formwork 10 and the second formwork 20 is the length of the fixing part 33 or the fixing part 321. It is understood that the length of the fixing member 33 or the fixing portion 321 is determined according to the thickness of the wall to be cast.
In order to ensure that the first formwork 10 and the second formwork 20 can be fixed and stable when the height difference between the second formwork 20 and the first formwork 10 is greater than or equal to 200mm, the formwork reinforcing assembly 30 for the subsidence part comprises at least two first positioning members 31, at least two second positioning members 32 and at least two fixing members 33. In an embodiment, there are two first positioning parts 31, two second positioning parts 32 and two fixing parts 33, each first positioning part 31 is fixed on each second positioning part 32, each second positioning part 32 and one fixing part 33 are located in the same vertical plane, and a distance between every two fixing parts 33 or every two first positioning parts 31 is less than or equal to 800 mm. It is to be understood that the number of the first positioning members 31, the second positioning members 32, and the fixing members 33 is not limited thereto. As in other embodiments, the number of the first positioning element 31, the second positioning element 32 and the fixing element 33 is three, four or five.
The operation flow of a specific embodiment of the present application is as follows: in operation, the fixing portion 321 is welded to the first form 10, and the second form 20 is placed on the supporting portion 322 and abutted against the first fixing member 33, so that the second form 20 is fixed at a position with a certain height relative to the first form 10. The fixing members 33 are welded at both ends thereof to the first form 10 and the second form 20, respectively, to fix the first form 10 and the second form 20.
In the settlement part formwork reinforcing component 30, the first positioning piece 31 and the second positioning piece 32 are fixedly connected, and the second positioning piece 32 is away from the bottom end of the first positioning piece 31 by a certain height, so that when the second formwork 20 is placed on the second positioning piece 32 and abuts against the first positioning piece 31, a height difference exists between the first formwork 10 and the second formwork 20, and a settlement wall body is formed by pouring, and the structure is stable; and avoid trompil on the template, reduced the infiltration risk.
In addition, those skilled in the art should realize that the above embodiments are illustrative only and not limiting to the present application, and that suitable changes and modifications to the above embodiments are within the scope of the disclosure of the present application as long as they are within the true spirit and scope of the present application.
Claims (8)
1. The utility model provides a subside position template reinforcing component for fixed first template and second template, its characterized in that includes:
the first positioning piece is arranged between the first template and the second template;
the second positioning part is fixed on the first positioning part and has a certain height from the bottom end of the first positioning part, one end point of the second positioning part is fixed on the first template, the second template is placed on the second positioning part and is fixed on a straight line where one end of the first positioning part is higher than one end of the second positioning part, the second positioning part comprises a fixing part and a bearing part, the first positioning part is fixed at the joint position of the fixing part and the bearing part, the fixing part and the bearing part have a certain height from the bottom end of the first positioning part, the end point of the fixing part is fixed on the first template, the second template is placed on the bearing part and is fixed on a straight line where one end of the first positioning part is higher than one end of the second positioning part, and therefore the second template is higher than the first template;
and one end of the fixing piece is fixed on the first template, the other end of the fixing piece is fixed on the second template, and the fixing piece is used for matching with the first positioning piece and the second positioning piece to fix the first template and the second template.
2. The settlement location template reinforcing assembly of claim 1, wherein the first positioning member is perpendicular to the second positioning member.
3. The settlement portion formwork reinforcing component of claim 1, wherein the fixing portion and the bearing portion are integrally formed.
4. The settlement location template reinforcement assembly of claim 1, wherein the securing member is parallel to the second positioning member.
5. The settlement location template reinforcing assembly of claim 1, wherein the length of the fixture is equal to the length of the anchor portion.
6. The settlement section formwork reinforcing assembly of claim 1, wherein the number of the first positioning member, the second positioning member and the fixing member is at least two, for fixing the first formwork and the second formwork when a height difference between the second formwork and the first formwork is greater than or equal to 200 mm.
7. The settlement site template reinforcement assembly of claim 6, wherein the distance between every two of the securing members or every two of the first locating members is less than or equal to 800 mm.
8. A settlement part formwork frame comprising a first formwork, a second formwork and a settlement part formwork reinforcing component, wherein the first formwork and the second formwork are fixed at two ends of the settlement part formwork reinforcing component, characterized in that the settlement part formwork reinforcing component is the settlement part formwork reinforcing component of any one of claims 1 to 7.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011368594.3A CN112459482B (en) | 2020-11-30 | 2020-11-30 | Subsidence part template reinforcing assembly and subsidence part template frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011368594.3A CN112459482B (en) | 2020-11-30 | 2020-11-30 | Subsidence part template reinforcing assembly and subsidence part template frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112459482A CN112459482A (en) | 2021-03-09 |
| CN112459482B true CN112459482B (en) | 2022-07-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202011368594.3A Active CN112459482B (en) | 2020-11-30 | 2020-11-30 | Subsidence part template reinforcing assembly and subsidence part template frame |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07247684A (en) * | 1994-03-09 | 1995-09-26 | Sekisui House Ltd | Form spreader fitting and form spreader structure using the fitting |
| JPH09195283A (en) * | 1996-01-19 | 1997-07-29 | Sumitomo Forestry Co Ltd | Temporary holder for anchor bolt |
| CN203939238U (en) * | 2014-06-24 | 2014-11-12 | 杭州通达集团有限公司 | For a flask board of epirelief concrete member formwork device |
| CN204662957U (en) * | 2015-05-28 | 2015-09-23 | 晟通科技集团有限公司 | New take-off position aluminum alloy pattern plate |
| CN106121221A (en) * | 2016-07-01 | 2016-11-16 | 晟通科技集团有限公司 | Building template bracing means |
| CN209099763U (en) * | 2018-10-26 | 2019-07-12 | 中航建筑工程有限公司 | Reinforcement type floats window template |
-
2020
- 2020-11-30 CN CN202011368594.3A patent/CN112459482B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07247684A (en) * | 1994-03-09 | 1995-09-26 | Sekisui House Ltd | Form spreader fitting and form spreader structure using the fitting |
| JPH09195283A (en) * | 1996-01-19 | 1997-07-29 | Sumitomo Forestry Co Ltd | Temporary holder for anchor bolt |
| CN203939238U (en) * | 2014-06-24 | 2014-11-12 | 杭州通达集团有限公司 | For a flask board of epirelief concrete member formwork device |
| CN204662957U (en) * | 2015-05-28 | 2015-09-23 | 晟通科技集团有限公司 | New take-off position aluminum alloy pattern plate |
| CN106121221A (en) * | 2016-07-01 | 2016-11-16 | 晟通科技集团有限公司 | Building template bracing means |
| CN209099763U (en) * | 2018-10-26 | 2019-07-12 | 中航建筑工程有限公司 | Reinforcement type floats window template |
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| Publication number | Publication date |
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| CN112459482A (en) | 2021-03-09 |
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