CN111219056A - Aluminum alloy template draws reinforcing apparatus to one side - Google Patents
Aluminum alloy template draws reinforcing apparatus to one side Download PDFInfo
- Publication number
- CN111219056A CN111219056A CN202010155916.XA CN202010155916A CN111219056A CN 111219056 A CN111219056 A CN 111219056A CN 202010155916 A CN202010155916 A CN 202010155916A CN 111219056 A CN111219056 A CN 111219056A
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- steel wire
- wire rope
- buckle
- aluminum alloy
- shaped steel
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses an aluminum alloy template diagonal-pulling reinforcing device which comprises a floor slab and an aluminum mould reinforcing back edge, wherein inverted U-shaped steel bars are pre-embedded in the floor slab, and the U-shaped steel bars are obliquely penetrated in the U-shaped steel bars
The steel wire ropes A are arranged in the steel wire rope A,
the other end of the steel wire rope A is hooked on the turn buckle, and the joint of the steel wire rope A is fixed through a U-shaped steel wire rope buckle; the other end of the turn buckle is hooked
A steel wire rope B is arranged on the steel wire rope B,
the other end of the steel wire rope B is connected with the aluminum dieOn the reinforcing back of the body is stupefied, its joint department is fixed through U shaped steel wire rope buckle. This device is in the floor direction: hooking the steel wire rope through a turn buckle, and embedding U-shaped steel bars in the floor slab; in the direction of the aluminum alloy template: steel wire rope passes aluminium mould reinforcing back of the body stupefied, and is fixed with U shaped steel wire rope buckle simultaneously and compactedly, whole device installation is simple, and construction convenience uses this device at the concrete placement in-process of shear force wall, can effectual improvement work efficiency, the straightness that hangs down of better control aluminum alloy template to improve the shaping quality of concrete.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an aluminum alloy template diagonal-pulling reinforcing device.
Background
Compared with the traditional wood formwork, the aluminum formwork has the advantages in the aspects of economic factors such as construction efficiency, construction period, maintenance cost, personnel requirements, mechanical requirements and repeated use times. And through residual value recovery and improvement of turnover times, the total cost of the aluminum mould can be equal to or even lower than that of a traditional wood template system, and better economic benefit is brought. At present, the aluminum alloy template mainly has the problems of deviation and verticality in the use process.
Disclosure of Invention
The invention aims to provide an aluminum alloy template diagonal-pulling reinforcing device, which can improve the working efficiency and ensure the concrete forming quality so as to solve the problems of deviation and verticality of the aluminum alloy template in the background technology.
In order to achieve the purpose, the invention provides the following technical scheme: an aluminum alloy template draws reinforcing apparatus to one side, it is stupefied including floor and aluminium mould reinforcing back of the body, pre-buried back-off's U type reinforcing bar in the floor, oblique wearing in the U type reinforcing bar
The steel wire ropes A are arranged in the steel wire rope A,
the other end of the steel wire rope A is hooked on the turn buckle, and the joint of the steel wire rope A is fixed through a U-shaped steel wire rope buckle; the other end of the turn buckle is hooked
A steel wire rope B is arranged on the steel wire rope B,
the other end of the steel wire rope B is connected to the aluminum mould reinforcing back ridge, and the joint of the steel wire rope B is fixed through a U-shaped steel wire rope buckle.
Preferably, the U-shaped steel bars and the aluminum die reinforcing back ribs pass through
A steel wire rope A, a turn buckle,
And the steel wire rope B is connected in an inclined way.
Preferably, the turn buckle is composed of a left spiral adjusting rod, a right spiral adjusting rod and a frame, the left spiral adjusting rod and the right spiral adjusting rod are in threaded connection with two ends of the frame, and hooks are arranged at the ends of the left spiral adjusting rod and the right spiral adjusting rod.
Preferably, the U-shaped steel wire rope buckle comprises a U-shaped screw rod, a sliding seat and a nut, and the sliding seat is sleeved on the U-shaped screw rod and is screwed and fixed through the nut.
Compared with the prior art, the invention has the following beneficial effects:
this aluminum alloy template draws reinforcing apparatus to one side, after aluminum alloy template installation, the floor direction: the turnbuckle is hooked
Steel wire ropes A and
the steel wire rope B is locked and connected by a U-shaped steel wire rope buckle, and U-shaped steel bars are pre-buried in the floor slab; in the direction of the aluminum alloy template:
wire rope B passes aluminium mould reinforcing back of the body stupefied to it is solid to fix with U shaped steel wire rope buckle, and whole device installation is simple, and construction convenience uses this device at the concrete placement in-process of shear force wall, can effectual improvement work efficiency, the straightness that hangs down of better control aluminum alloy template, thereby improves the shaping quality of concrete.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a turn buckle according to the present invention;
FIG. 3 is a schematic view of a U-shaped steel wire rope buckle structure of the present invention.
In the figure: 1. a floor slab; 2. u-shaped steel bars; 3.
a steel wire rope A; 4. a turn buckle; 401. a left screw adjusting rod; 402. a right screw adjusting rod; 403. a frame; 404. hooking; 5. u-shaped steel wire rope buckles; 501. a U-shaped screw; 502. a slide base; 503. a nut; 6.
a steel wire rope B; 7. the aluminum mold reinforces the back arris.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, 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 invention.
Referring to fig. 1-3, an aluminum alloy formwork diagonal-pulling reinforcing device comprises a floor slab 1 and an aluminum formwork reinforcing back rib 7, a reversed U-shaped steel bar 2 is pre-embedded in the floor slab 1, and the U-shaped steel bar 2 is obliquely penetrated in the U-shaped steel bar 2
The length of the steel wire rope a3,
the other end of the steel wire rope A3 is hooked on the turn buckle 4, and the joint of the turn buckle is fixed by a U-shaped steel wire rope buckle 5; the other end of the turn buckle 4 is hooked
The length of the steel wire rope B6,
the other end of the steel wire rope B6 is connected to the aluminum mould reinforcing back ridge 7, and the joint of the steel wire rope B6 is fixed through a U-shaped steel wire rope buckle 5.
In the above embodiment, the U-shaped steel bar 2 and the aluminum die reinforcing back rib 7 pass through
A steel wire rope A3, a turn buckle 4,
The steel wire rope B6 is connected in a diagonal manner.
In the above embodiment, the turn buckle 4 is composed of the left screw adjusting lever 401, the right screw adjusting lever 402 and the frame 403, the left screw adjusting lever 401 and the right screw adjusting lever 402 are screwed to both ends of the frame 403, and the hooks 404 are provided at the ends of the left screw adjusting lever 401 and the right screw adjusting lever 402.
In the above embodiment, the U-shaped steel wire rope buckle 5 is composed of a U-shaped screw 501, a sliding seat 502 and a nut 503, and the sliding seat 502 is sleeved on the U-shaped screw 501 and is screwed and fixed by the nut 503.
The construction process comprises the following steps: after installing above-mentioned structure in the aluminum alloy template, the floor direction: the turnbuckle 4 is hooked
Wire ropes A3 and
a steel wire rope B6 is locked and connected by a U-shaped steel wire rope buckle 5, and U-shaped steel bars 2 are pre-buried in the floor slab 1; in the direction of the aluminum alloy template:
wire rope B6 passes aluminium mould reinforcement back of the body stupefied 7 and is fixed with U shaped steel wire rope buckle 5 and tighten, and whole device installation is simple, and construction convenience uses this device at the concrete placement in-process of shear force wall, can effectual improvement work efficiency, the straightness that hangs down of better control aluminum alloy template to improve the shaping quality of concrete.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides an aluminum alloy template draws reinforcing apparatus to one side, includes floor (1) and aluminium mould reinforcement back of the body stupefied (7), its characterized in that: pre-buried back-off's U type reinforcing bar (2) in floor (1), oblique wearing in U type reinforcing bar (2)
A steel wire rope A (3),
the other end of the steel wire rope A (3) is hooked on the turn buckle (4), and the joint of the steel wire rope A (3) is fixed through a U-shaped steel wire rope buckle (5); the other end of the turn buckle (4) is hooked
A steel wire rope B (6),
the other end of the steel wire rope B (6) is connected to the aluminum mould reinforcing back ridge (7), and the joint of the steel wire rope B (6) is fixed through a U-shaped steel wire rope buckle (5).
2. The aluminum alloy template cable-stayed reinforcing device according to claim 1, characterized in that: the U-shaped steel bar (2) and the aluminum die reinforced back edge (7) pass through
A steel wire rope A (3), a turn buckle (4),
And the steel wire rope B (6) is connected in an inclined way.
3. The aluminum alloy template cable-stayed reinforcing device according to claim 1, characterized in that: the turn buckle (4) is composed of a left spiral adjusting rod (401), a right spiral adjusting rod (402) and a frame (403), the left spiral adjusting rod (401) and the right spiral adjusting rod (402) are in threaded connection with the two ends of the frame (403), and hooks (404) are arranged at the end portions of the left spiral adjusting rod (401) and the right spiral adjusting rod (402).
4. The aluminum alloy template cable-stayed reinforcing device according to claim 1, characterized in that: u type steel wire rope buckle (5) comprise U type screw rod (501), slide (502) and nut (503), and slide (502) cup joint on U type screw rod (501) to connect soon fixedly through nut (503).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010155916.XA CN111219056A (en) | 2020-03-09 | 2020-03-09 | Aluminum alloy template draws reinforcing apparatus to one side |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010155916.XA CN111219056A (en) | 2020-03-09 | 2020-03-09 | Aluminum alloy template draws reinforcing apparatus to one side |
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| Publication Number | Publication Date |
|---|---|
| CN111219056A true CN111219056A (en) | 2020-06-02 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202010155916.XA Pending CN111219056A (en) | 2020-03-09 | 2020-03-09 | Aluminum alloy template draws reinforcing apparatus to one side |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112086906A (en) * | 2020-09-07 | 2020-12-15 | 贵州电网有限责任公司 | Novel net cover tension stay wire |
| CN113136992A (en) * | 2021-04-30 | 2021-07-20 | 上海二十冶建设有限公司 | Method for accurately forming high-altitude large-inclination-angle flexible formwork tied concrete wall |
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|---|---|---|---|---|
| CN201738583U (en) * | 2010-07-28 | 2011-02-09 | 中建三局建设工程股份有限公司 | Combined supporting and reinforcing system for inclined shear wall template |
| CN205935641U (en) * | 2016-08-24 | 2017-02-08 | 天津市兴业龙祥建设工程有限公司 | Template formwork system of aluminum alloy shear force wall |
| CN207794600U (en) * | 2018-02-02 | 2018-08-31 | 青岛东捷建设工程有限公司 | A kind of oblique bracing means of building form |
| CN109479731A (en) * | 2018-12-06 | 2019-03-19 | 青岛新良牧农业科技有限公司 | A kind of fiber air pipe formula disperse supply air system and method |
| CN209163460U (en) * | 2018-10-15 | 2019-07-26 | 中建四局第三建筑工程有限公司 | A kind of aluminum alloy mould plate oblique pull adjustment device |
| CN110359708A (en) * | 2019-06-26 | 2019-10-22 | 五冶集团上海有限公司 | A kind of construction method adjusting outer wall template verticality |
| CN211817956U (en) * | 2020-03-09 | 2020-10-30 | 中国十七冶集团有限公司 | Aluminum alloy template draws reinforcing apparatus to one side |
-
2020
- 2020-03-09 CN CN202010155916.XA patent/CN111219056A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201738583U (en) * | 2010-07-28 | 2011-02-09 | 中建三局建设工程股份有限公司 | Combined supporting and reinforcing system for inclined shear wall template |
| CN205935641U (en) * | 2016-08-24 | 2017-02-08 | 天津市兴业龙祥建设工程有限公司 | Template formwork system of aluminum alloy shear force wall |
| CN207794600U (en) * | 2018-02-02 | 2018-08-31 | 青岛东捷建设工程有限公司 | A kind of oblique bracing means of building form |
| CN209163460U (en) * | 2018-10-15 | 2019-07-26 | 中建四局第三建筑工程有限公司 | A kind of aluminum alloy mould plate oblique pull adjustment device |
| CN109479731A (en) * | 2018-12-06 | 2019-03-19 | 青岛新良牧农业科技有限公司 | A kind of fiber air pipe formula disperse supply air system and method |
| CN110359708A (en) * | 2019-06-26 | 2019-10-22 | 五冶集团上海有限公司 | A kind of construction method adjusting outer wall template verticality |
| CN211817956U (en) * | 2020-03-09 | 2020-10-30 | 中国十七冶集团有限公司 | Aluminum alloy template draws reinforcing apparatus to one side |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112086906A (en) * | 2020-09-07 | 2020-12-15 | 贵州电网有限责任公司 | Novel net cover tension stay wire |
| CN112086906B (en) * | 2020-09-07 | 2022-03-01 | 贵州电网有限责任公司 | Novel net cover tension stay wire |
| CN113136992A (en) * | 2021-04-30 | 2021-07-20 | 上海二十冶建设有限公司 | Method for accurately forming high-altitude large-inclination-angle flexible formwork tied concrete wall |
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