CN204059957U - A kind of formwork reinforcement structure - Google Patents
A kind of formwork reinforcement structure Download PDFInfo
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- CN204059957U CN204059957U CN201420188134.6U CN201420188134U CN204059957U CN 204059957 U CN204059957 U CN 204059957U CN 201420188134 U CN201420188134 U CN 201420188134U CN 204059957 U CN204059957 U CN 204059957U
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- steel plate
- hetermorphiscal column
- steel frame
- template
- structural steel
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Abstract
The utility model discloses a kind of formwork reinforcement structure, comprise a structural steel frame and many hoops and be located at arc steel plate on described structural steel frame, the two ends of described arc steel plate are fixedly connected with the both sides side of described structural steel frame respectively by a coupling assembling.Structural steel frame is supported on the side flat unit of hetermorphiscal column template, and adopts hoop on structural steel frame to establish arc steel plate to fix the cambered surface unit of template, thus reinforce hetermorphiscal column template.Be connected further by channel-section steel between arc steel plate with structural steel frame, make to establish arc steel plate at the cambered surface unit hoop of hetermorphiscal column template, channel-section steel is established at the flat unit hoop of hetermorphiscal column template, strengthen the fastening strength of template, avoid in hetermorphiscal column concreting process, hetermorphiscal column template surrounding discontinuity and the swollen mould, the burst-mode phenomenon that cause, ensure that the Forming Quality that hetermorphiscal column is built.
Description
Technical field
The utility model relates to a kind of template construction, particularly relates to a kind of formwork reinforcement structure.
Background technology
In traditional circular columns template construction, two pieces of suitable semicircle templates are selected to splice, adopt steel hoop hoop by certain vertical spacing as horizontal restraint hoop, to be fixed with steel pipe, wooden a tree, used in making timber for boats and screw rod again after combination, the generation of the accident such as swollen mode ship slurry in cylinder casting process with regard to basic guarantee like this.But for hetermorphiscal column, due in casting process, hetermorphiscal column surrounding discontinuity, this kind of Scheme of Strengthening is easy to cause swollen mould, even burst-mode.
Utility model content
Technical problem to be solved in the utility model is to provide one and is applicable to hetermorphiscal column formwork reinforcement, effectively can prevent hetermorphiscal column template discontinuity, the formwork reinforcement structure of swollen mould burst-mode.
For realizing above-mentioned technique effect, the utility model discloses a kind of formwork reinforcement structure, comprise a structural steel frame and many hoops and be located at arc steel plate on described structural steel frame, the two ends of described arc steel plate are fixedly connected with the both sides side of described structural steel frame respectively by a coupling assembling; Described coupling assembling comprises the first junction steel plate being located at described arc steel plate two ends respectively and the second junction steel plate be located at respectively on the side of described structural steel frame both sides, is fixedly connected with between described first junction steel plate with described second junction steel plate by hex bolts.
The utility model further improves and is, described coupling assembling comprises channel-section steel, and the first junction steel plate being located at described arc steel plate two ends respectively and the second junction steel plate be located at respectively on the side of described structural steel frame both sides, the first end of described channel-section steel is fixedly connected with by hex bolts with described first junction plate, and the second end of described channel-section steel is fixedly connected with by hex bolts with described second junction plate.
The utility model further improves and is, described structural steel frame comprises a rectangular box and many intervals and is welded in support shaped steel between the side of described rectangular box both sides.
The utility model is owing to have employed above technical scheme, making it have following beneficial effect is: be supported in by structural steel frame on the side flat unit of hetermorphiscal column template, and adopt hoop on structural steel frame to establish arc steel plate to fix the cambered surface unit of template, thus reinforce hetermorphiscal column template.Be connected further by channel-section steel between arc steel plate with structural steel frame, make to establish arc steel plate at the cambered surface unit hoop of hetermorphiscal column template, channel-section steel is established at the flat unit hoop of hetermorphiscal column template, strengthen the fastening strength of template, avoid in hetermorphiscal column concreting process, hetermorphiscal column template surrounding discontinuity and the swollen mould, the burst-mode phenomenon that cause, ensure that the Forming Quality that hetermorphiscal column is built.
Accompanying drawing explanation
Fig. 1 is the perspective view of the first embodiment of the utility model formwork reinforcement structure.
Fig. 2 is the structure top view of the first embodiment of the utility model formwork reinforcement structure.
Fig. 3 is the syndeton schematic diagram of arc steel plate and structural steel frame in the first embodiment.
Fig. 4 is the perspective view of the second embodiment of the utility model hetermorphiscal column formwork reinforcement structure.
Fig. 5 is the perspective view of another angle of the second embodiment of the utility model hetermorphiscal column formwork reinforcement structure.
Fig. 6 is the structure top view of the second embodiment of the utility model hetermorphiscal column formwork reinforcement structure.
Fig. 7 is the syndeton schematic diagram of arc steel plate and channel-section steel in the second embodiment.
Detailed description of the invention
Below in conjunction with accompanying drawing and detailed description of the invention, the utility model is described in further detail.
First consult shown in Fig. 1 and Fig. 2, for the first better embodiment of the utility model formwork reinforcement structure, formwork reinforcement structure hoop is located at outside a hetermorphiscal column template, and this hetermorphiscal column template comprises flat unit 101 and the cambered surface unit 102 enclosing and form hetermorphiscal column pouring concrete space 100.This formwork reinforcement structure fully will be reinforced this hetermorphiscal column template, makes in hetermorphiscal column concreting process, and template surrounding uniform force avoids swollen mould and burst-mode phenomenon, guarantees the Forming Quality that hetermorphiscal column is built.The arc steel plate 12 that formwork reinforcement structure is located on structural steel frame 11 primarily of a structural steel frame 11 and many hoops is formed, wherein, structural steel frame 11 comprises a rectangular box 111 and many intervals and is welded in support shaped steel 112 between the side of rectangular box 111 both sides, outside the flat unit 101 being supported in template.Coordinate shown in Fig. 3, one first junction steel plate 131 is respectively equipped with at the two ends of arc steel plate 12, corresponding to the installation site of arc steel plate 12, the both sides side of structural steel frame 11 is respectively arranged with the second junction steel plate 132, first junction steel plate 131 and the second junction steel plate 132 offer bolt hole respectively, and adopt multiple hex bolts 14 to be arranged in bolt hole to be fixedly connected with this first junction steel plate 131 and the second junction steel plate 132, thus the two ends of arc steel plate 12 are fixedly connected on the both sides side of structural steel frame 11 respectively, arc steel plate 12 hoop is made to be located at outside the cambered surface unit 102 of template, and then the cambered surface unit 102 of fixed form and flat unit 101.
As the second better embodiment of the utility model formwork reinforcement structure, consult shown in Fig. 4 and Fig. 5, formwork reinforcement structure hoop is located at outside a hetermorphiscal column template, this hetermorphiscal column template comprises one first flat unit 201 enclosing successively and form hetermorphiscal column pouring concrete space 200, one second flat unit 202, one the 3rd flat unit 203 and a cambered surface unit 204, this formwork reinforcement structure fully will be reinforced this hetermorphiscal column template, make in hetermorphiscal column concreting process, template surrounding uniform force, avoid swollen mould and burst-mode phenomenon, guarantee the Forming Quality that hetermorphiscal column is built.The arc steel plate 12 that formwork reinforcement structure is located on structural steel frame 11 primarily of a structural steel frame 11 and many hoops is formed, wherein, structural steel frame 11 comprises a rectangular box 111 and many intervals and is welded in support shaped steel 112 between the side of rectangular box 111 both sides, outside the second flat unit 202 being supported in template.Coordinate shown in Fig. 6 and Fig. 7, one first junction steel plate 131 is respectively equipped with at the two ends of arc steel plate 12, corresponding to the installation site of arc steel plate 12, the both sides side of structural steel frame 11 is respectively arranged with the second junction steel plate 132, first junction steel plate 131 and the second junction steel plate 132 offer bolt hole respectively, and between arc steel plate 12 and structural steel frame 11, be connected with channel-section steel 15 further, the first end 151 of channel-section steel 15 is fixedly connected with first junction steel plate 131 at arc steel plate 12 two ends by hex bolts 14, and docking point place welds, to strengthen the ability of its carrying load.Second end 152 of channel-section steel 15 is fixedly connected with the second junction steel plate 132 on the side of structural steel frame 11 both sides by hex bolts 14, and docking point place welds, to strengthen the ability of its carrying load.Thus abundant fixed form.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain of the present utility model.
Claims (3)
1. a formwork reinforcement structure, it is characterized in that: described formwork reinforcement structure comprises a structural steel frame and many hoops and is located at arc steel plate on described structural steel frame, and the two ends of described arc steel plate are fixedly connected with the both sides side of described structural steel frame respectively by a coupling assembling; Described coupling assembling comprises the first junction steel plate being located at described arc steel plate two ends respectively and the second junction steel plate be located at respectively on the side of described structural steel frame both sides, is fixedly connected with between described first junction steel plate with described second junction steel plate by hex bolts.
2. formwork reinforcement structure as claimed in claim 1, it is characterized in that: described coupling assembling comprises channel-section steel, and the first junction steel plate being located at described arc steel plate two ends respectively and the second junction steel plate be located at respectively on the side of described structural steel frame both sides, the first end of described channel-section steel is fixedly connected with by hex bolts with described first junction plate, and the second end of described channel-section steel is fixedly connected with by hex bolts with described second junction plate.
3. the formwork reinforcement structure according to any one of claim 1 ~ 2, is characterized in that: described structural steel frame comprises a rectangular box and many intervals and is welded in support shaped steel between the side of described rectangular box both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420188134.6U CN204059957U (en) | 2014-04-17 | 2014-04-17 | A kind of formwork reinforcement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420188134.6U CN204059957U (en) | 2014-04-17 | 2014-04-17 | A kind of formwork reinforcement structure |
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| Publication Number | Publication Date |
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| CN204059957U true CN204059957U (en) | 2014-12-31 |
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| CN201420188134.6U Expired - Fee Related CN204059957U (en) | 2014-04-17 | 2014-04-17 | A kind of formwork reinforcement structure |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712139A (en) * | 2015-03-12 | 2015-06-17 | 天津二十冶建设有限公司 | Construction method for radian column formwork erection |
| CN109488015A (en) * | 2018-11-13 | 2019-03-19 | 北京益汇达清水装饰工程有限公司 | The construction method of the abnormal curved surface in non-bolt hole |
| CN111425027A (en) * | 2020-04-09 | 2020-07-17 | 德州盛邦体育产业集团有限公司 | Swimming pool prevents structure and swimming pool that rises |
| CN112681727A (en) * | 2020-12-16 | 2021-04-20 | 中国建筑第八工程局有限公司 | Template structure of special-shaped column in limited space and construction method thereof |
| CN113958122A (en) * | 2021-10-26 | 2022-01-21 | 中建新疆建工集团第一建筑工程有限公司 | Portable U-shaped post template fixing device of dismantling |
| CN114856175A (en) * | 2022-06-09 | 2022-08-05 | 中建八局深圳科创发展有限公司 | Special-shaped column formwork reinforcing device and construction method thereof |
-
2014
- 2014-04-17 CN CN201420188134.6U patent/CN204059957U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104712139A (en) * | 2015-03-12 | 2015-06-17 | 天津二十冶建设有限公司 | Construction method for radian column formwork erection |
| CN109488015A (en) * | 2018-11-13 | 2019-03-19 | 北京益汇达清水装饰工程有限公司 | The construction method of the abnormal curved surface in non-bolt hole |
| CN111425027A (en) * | 2020-04-09 | 2020-07-17 | 德州盛邦体育产业集团有限公司 | Swimming pool prevents structure and swimming pool that rises |
| CN112681727A (en) * | 2020-12-16 | 2021-04-20 | 中国建筑第八工程局有限公司 | Template structure of special-shaped column in limited space and construction method thereof |
| CN113958122A (en) * | 2021-10-26 | 2022-01-21 | 中建新疆建工集团第一建筑工程有限公司 | Portable U-shaped post template fixing device of dismantling |
| CN113958122B (en) * | 2021-10-26 | 2024-01-30 | 中建新疆建工集团第一建筑工程有限公司 | Portable detachable horseshoe-shaped column template fixing device |
| CN114856175A (en) * | 2022-06-09 | 2022-08-05 | 中建八局深圳科创发展有限公司 | Special-shaped column formwork reinforcing device and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141231 Termination date: 20200417 |