CN201722929U - Embedded part anchoring device of building template - Google Patents
Embedded part anchoring device of building template Download PDFInfo
- Publication number
- CN201722929U CN201722929U CN2010202195656U CN201020219565U CN201722929U CN 201722929 U CN201722929 U CN 201722929U CN 2010202195656 U CN2010202195656 U CN 2010202195656U CN 201020219565 U CN201020219565 U CN 201020219565U CN 201722929 U CN201722929 U CN 201722929U
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- embedded part
- awl
- screw rod
- strength
- anchor device
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Abstract
The utility model discloses an embedded part anchoring device of a building template, which comprises an embedded part board (1), a high-strength screw rod (2) connected with the embedded part board (1), a climbing cone (3) connected with the high-strength screw rod (2) and a forcing screw bolt (4) connected with the climbing cone (3), wherein the embedded part board (1) is provided with a plurality of screw thread grooves, one end of the high-strength screw rod (2) is screwed into a groove to be in screw thread connection with the embedded part board (1), the climbing cone (3) is a hollow conic cylinder body, the surface of the inner cavity of the climbing cone (3) is provided with screw thread, the other end of the high-strength screw rod (2) is in screw thread connection with one end of the climbing cone (3) with small aperture, and the forcing screw bolt (4) is in screw thread connection with one end of the climbing cone (3) with large aperture. The embedded part anchoring device of the building template is reasonable in structure design, firm and durable, large in tensile strength, convenient in installation and use, and high in safe safety factor, can well fix the building template, is applied to different building fields, and is specially applied to the high buildings and the large buildings.
Description
Technical field
The utility model relates to a kind of device that is connected and fixed, and is specifically related to a kind of being used for devices such as construction formwork support body are fixed on embedded part anchor device on the body of wall.
Background technology
Along with rapid economy development, national and even global building trade has obtained fast development, all will build a large amount of highrise buildings every year, dam, bridge, the auxiliary construction that often needs construction formwork in the engineering construction, the key factor that fixedly becomes the construction work security control of template system, fixing insecure as the template support body, the template support body is stressed excessively to fall easily and topples, thereby the generation that may cause the accident, in the prior art, fixing of template support body adopted usually and drilled on body of wall, uses rod fixed form support body then, the template support body that this fixed form is fixing, can not well fix template, the pressure that bears of template can not be too big, thereby can not be used for the construction of heavy construction and highrise building.Therefore, necessary design on the basis of existing technology a kind of sturdy and durable, easy for installation, the degree of accuracy is high, embedded part anchor device that can fine fixed building template system.
Summary of the invention
Goal of the invention: the purpose of this utility model is in order to solve the deficiencies in the prior art, a kind of reasonable in design, sturdy and durable to be provided, and tensile strength is big and shear resistance is strong, the fine embedded part anchor device of fixing construction formwork of energy.
Technical scheme: in order to realize above purpose, technical solution adopted in the utility model is:
A kind of construction formwork embedded part anchor device, it comprises: embedded part plate, the high-strength screw rod that is connected with the embedded part plate, be connected with high-strength screw rod climb awl, with climb the stressed bolt that awl is connected, have thread groove on the described embedded part plate, one end of high-strength screw rod screws in groove and is threaded with the embedded part plate, climb awl and be the hollow cone cylinder, climb the awl surface of internal cavity and be provided with screw thread, the other end of high-strength screw rod with climb the little threaded one end of awl bore and be connected, stressed bolt is bored the big threaded one end of bore and is connected with climbing.Wherein the diameter of high-strength screw rod is less than the diameter of stressed bolt.As other scheme, the diameter of high-strength screw rod also can equal the diameter of stressed bolt.
As preferred version, climbing the embedded part bearing that also is provided with hook solid between awl and the stressed bolt, the embedded part bearing is used to support the embedded part hanging seat, is used for fixing support and the guide rail and the girder of template, template.
As preferred version, above-described construction formwork embedded part anchor device is provided with packing ring between embedded part bearing and stressed bolt, and what be provided with that stressed bolt can be more firm behind the packing ring screws the embedded part bearing.
As preferred version, climb the awl and the stressed bolt junction scribble sliding agent, described sliding agent can be butter, stressed bolt recycles with climbing to bore, all need after the use to remove, therefore, after climbing awl and the stressed bolt junction scribbles the butter of lubricate, be convenient to climb and bore and the dismounting of stressed bolt.
As preferred version, above-described construction formwork embedded part anchor device, wherein said embedded part plate, high-strength screw rod, climb awl, stressed bolt and embedded part bearing and made by ductile iron and high-strength steel material, wherein stressed bolt is a stressed member, therefore adopts high-strength bolt.
Construction formwork embedded part anchor device described in the utility model, wherein the embedded part plate is connected with high-strength screw rod, can make embedded part have good tension effect, the effect of also playing material-saving simultaneously and saving the space, because its volume is little, removed the problem that embedded part bumps reinforcing bar when formwork from.According to actual conditions, embedded part plate size, high-strength spiro rod length and diameter must be determined by shearing resistance and tension designing and calculating.
Construction formwork embedded part anchor device described in the utility model is climbed the location that awl and stressed bolt are used for embedded part plate and high-strength screw rod, before concrete is built, climbs awl and is fixed on the panel by stressed bolt.Wherein stressed bolt is the main stressed member in the grappling assembly parts, requires through modifier treatment (reaching Rc25-30), and through flaw detection, determines just to use behind no heat treatment crack and other original cracks.
The embedded part bearing of hook solid described in the utility model is to connect guide rail and girder, and its be subjected to constructing synergy of loads such as live load, gravity load, wind load has very strong shearing resistance, horizontal pull and the effect of bending resistance square.
The actual use principle of construction formwork embedded part anchor device described in the utility model is: at first get template for buildings, punching, one end of high-strength screw rod is screwed in the thread groove on the embedded part plate, the embedded part plate is connected with high-strength screw rod, make the other end screw-in of high-strength screw rod climb the little end of awl bore then, make high-strength screw rod and climb taper thread and be connected, make the perforate on the big end alignment template in the aperture of climbing awl then, pass circular hole on the template with stressed bolt then, screw-in is climbed the big end of awl bore, the embedded part anchor device is fixed on the template, concreting between two same templates then, for avoiding anchor device and body of wall reinforcing bar to clash, when colligation body of wall reinforcing bar, make reinforcing bar avoid the built-in fitting position, can mark built-in fitting upright projection position building body of wall upper edge (or base plate), if having with the embedded part position, stud conflicts, need when tying up muscle, adjust the stud position, muscle also can break in the built-in fitting position, and take corresponding reinforcement measure, after treating that walls concrete has been built, take off stressed bolt, the embedded part plate of Xiang Lianing so successively, high-strength screw rod and climb awl and just be fixed in the concrete wall, when needs are installed construction formwork and support, circular hole on the hook solid embedded part bearing is aimed at the awl of climbing that is positioned at body of wall go up the big end of bore, add upper gasket, with stressed bolt the embedded part bearing is fixed on the concrete wall surface then, pass through fixedly embedded part hanging seat of embedded part bearing then, and then by embedded part hanging seat connection guide rail and girder, the fixed building template is built operation.
Beneficial effect: the construction formwork embedded part anchor device that the utility model provides is compared with prior art and is had the following advantages:
The construction formwork embedded part anchor device that the utility model provides, reasonable in design, sturdy and durable, tensile strength is big, and shear resistance is strong, and is easy to install, the safety factor height, the fine construction formwork system of fixing of energy is applicable to that different project sites use, and especially can be used for the use of highrise building and heavy construction.
Description of drawings
The structural representation of the construction formwork embedded part anchor device that Fig. 1 provides for the utility model.
The user mode schematic diagram of the construction formwork embedded part anchor device that Fig. 2 provides for the utility model.
The user mode schematic diagram of the construction formwork embedded part anchor device that Fig. 3 provides for the utility model.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments, further illustrate the utility model, should understand these embodiment only be used to the utility model is described and be not used in the restriction scope of the present utility model, after having read the utility model, those skilled in the art all fall within the application's claims institute restricted portion to the modification of the various equivalent form of values of the present utility model.
Embodiment
As shown in Figures 1 to 3, a kind of construction formwork embedded part anchor device, it comprises: embedded part plate (1), the high-strength screw rod (2) that is connected with embedded part plate (1), what be connected with high-strength screw rod (2) climbs awl (3), with climb the stressed bolt (4) that awl (3) is connected, have thread groove on the described embedded part plate (1), one end of high-strength screw rod (2) screws in groove and is threaded with embedded part plate (1), climbing awl (3) is the hollow cone cylinder, climb awl (3) surface of internal cavity and be provided with screw thread, the threaded one end that the other end of high-strength screw rod (2) is little with climbing awl (3) bore is connected, stressed bolt (4) with climb the big threaded one end of awl (3) bore and be connected, and climbing awl (3) and stressed bolt (4) junction scribbles sliding agent such as butter.
Wherein climbing the embedded part bearing (5) that also is provided with hook solid between awl (3) and the stressed bolt (4), in order to increase firm degree, between embedded part bearing (5) and stressed bolt (4), be provided with packing ring (6), described embedded part bearing (5) is to be used to support the embedded part hanging seat, plays the effect of support and the guide rail and the girder of fixed form, template.
Described embedded part plate (1), high-strength screw rod (2), climb awl (3), stressed bolt (4) and embedded part bearing (5) and made by stainless steel material, wherein stressed bolt (4) is a stressed member, therefore adopts high-strength bolt.
During the actual use of construction formwork embedded part anchor device described in the utility model: at first get template for buildings, punching, one end of high-strength screw rod (2) is screwed in the thread groove on the embedded part plate (1), embedded part plate (1) is connected with high-strength screw rod (2), make the other end screw-in of high-strength screw rod (2) climb the little end of awl (3) bore then, make high-strength screw rod (2) and climb awl (3) and be threaded, make the perforate on the big end alignment template in the aperture of climbing awl (3) then, use stressed bolt (4) to pass circular hole on the template then, screw-in is climbed the big end of awl (3) bore, the embedded part anchor device is fixed on the template, concreting between two same templates then, for avoiding embedded part anchor device and body of wall reinforcing bar to clash, when colligation body of wall reinforcing bar, make reinforcing bar avoid the built-in fitting position, can mark built-in fitting upright projection position building body of wall upper edge (or base plate), if having with the embedded part position, the reinforcing bar stud conflicts, need when tying up muscle, adjust the stud position, muscle also can break in the built-in fitting position, and take corresponding reinforcement measure, after treating that walls concrete has been built, take off stressed bolt (4), the embedded part plate (1) of Xiang Lianing so successively, high-strength screw rod (2) and climb awl (3) and just be fixed in the concrete wall, when needs are installed construction formwork and support, circular hole on the hook solid embedded part bearing (5) is aimed at the awl (3) of climbing that is positioned at body of wall go up the big end of bore, add upper gasket (6), use stressed bolt (4) that embedded part bearing (5) is fixed on the concrete wall surface then, pass through fixedly embedded part hanging seat of embedded part bearing (5) then, and then by embedded part hanging seat connection guide rail and girder, the fixed building template is built operation.
The above only is a preferred implementation of the present utility model; should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.
Claims (6)
1. construction formwork embedded part anchor device, it is characterized in that, it comprises: embedded part plate (1), the high-strength screw rod (2) that is connected with embedded part plate (1), what be connected with high-strength screw rod (2) climbs awl (3), with climb the stressed bolt (4) that awl (3) is connected, have thread groove on the described embedded part plate (1), one end of high-strength screw rod (2) screws in groove and is threaded with embedded part plate (1), climbing awl (3) is the hollow cone cylinder, climb awl (3) surface of internal cavity and be provided with screw thread, the threaded one end that the other end of high-strength screw rod (2) is little with climbing awl (3) bore is connected, stressed bolt (4) with climb the big threaded one end of awl (3) bore and be connected.
2. construction formwork embedded part anchor device according to claim 1 is characterized in that, is climbing the embedded part bearing (5) that also is provided with hook solid between awl (3) and the stressed bolt (4).
3. construction formwork embedded part anchor device according to claim 2 is characterized in that, is provided with packing ring (6) between embedded part bearing (5) and stressed bolt (4).
4. according to each described construction formwork embedded part anchor device of claim 1 to 3, it is characterized in that, climbing awl (3) and stressed bolt (4) junction scribbles sliding agent.
5. construction formwork embedded part anchor device according to claim 4 is characterized in that described sliding agent is a butter.
6. construction formwork embedded part anchor device according to claim 1 is characterized in that, described embedded part plate (1), high-strength screw rod (2), climbs awl (3), stressed bolt (4) and embedded part bearing (5) and is made by ductile iron and high-strength steel material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202195656U CN201722929U (en) | 2010-06-08 | 2010-06-08 | Embedded part anchoring device of building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202195656U CN201722929U (en) | 2010-06-08 | 2010-06-08 | Embedded part anchoring device of building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201722929U true CN201722929U (en) | 2011-01-26 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202195656U Expired - Fee Related CN201722929U (en) | 2010-06-08 | 2010-06-08 | Embedded part anchoring device of building template |
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| CN (1) | CN201722929U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN103912118A (en) * | 2013-01-05 | 2014-07-09 | 青岛两仪环保工程有限公司 | Novel outer wall joint straightness ensuring device and use method thereof |
| CN102677595B (en) * | 2012-05-31 | 2015-10-21 | 北京市建筑工程研究院有限责任公司 | A kind of multifunctional platform being applicable to Character of Cable Force of Cable stayed Bridge construction |
| CN105544404A (en) * | 2016-01-21 | 2016-05-04 | 中国建筑第六工程局有限公司 | Supporting and fixing device used for installing high pier and U-type abutment formwork |
| CN106639099A (en) * | 2016-11-11 | 2017-05-10 | 中国建筑第五工程局有限公司 | Control method for flatness of surface of formwork bracing system of plant fiber type heat-preservation non-dismantling formwork |
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
| CN108999294A (en) * | 2018-07-19 | 2018-12-14 | 中建三局集团有限公司 | A kind of included embedded part for reinforcing function |
| CN109356294A (en) * | 2018-12-17 | 2019-02-19 | 吉林建筑大学 | A kind of scoria lightweight wall plate connecting elements |
| CN113914616A (en) * | 2021-11-04 | 2022-01-11 | 广东蕉岭建筑工程集团有限公司 | Fixed subassembly of scissors formula stair design steel mould |
-
2010
- 2010-06-08 CN CN2010202195656U patent/CN201722929U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102505837B (en) * | 2011-11-21 | 2014-03-12 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN102677595B (en) * | 2012-05-31 | 2015-10-21 | 北京市建筑工程研究院有限责任公司 | A kind of multifunctional platform being applicable to Character of Cable Force of Cable stayed Bridge construction |
| CN103912118A (en) * | 2013-01-05 | 2014-07-09 | 青岛两仪环保工程有限公司 | Novel outer wall joint straightness ensuring device and use method thereof |
| CN105544404A (en) * | 2016-01-21 | 2016-05-04 | 中国建筑第六工程局有限公司 | Supporting and fixing device used for installing high pier and U-type abutment formwork |
| CN106639099B (en) * | 2016-11-11 | 2018-01-30 | 中国建筑第五工程局有限公司 | Plant-fibre type heat preservation dismounting-free formwork formwork system surface smoothness control method |
| CN106639099A (en) * | 2016-11-11 | 2017-05-10 | 中国建筑第五工程局有限公司 | Control method for flatness of surface of formwork bracing system of plant fiber type heat-preservation non-dismantling formwork |
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
| CN108999294A (en) * | 2018-07-19 | 2018-12-14 | 中建三局集团有限公司 | A kind of included embedded part for reinforcing function |
| CN109356294A (en) * | 2018-12-17 | 2019-02-19 | 吉林建筑大学 | A kind of scoria lightweight wall plate connecting elements |
| CN109356294B (en) * | 2018-12-17 | 2023-09-05 | 吉林建筑大学 | Volcanic slag light wallboard connecting component |
| CN113914616A (en) * | 2021-11-04 | 2022-01-11 | 广东蕉岭建筑工程集团有限公司 | Fixed subassembly of scissors formula stair design steel mould |
| CN113914616B (en) * | 2021-11-04 | 2022-11-08 | 广东蕉岭建筑工程集团有限公司 | Fixed subassembly of scissors formula stair design steel mould |
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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 |
Granted publication date: 20110126 Termination date: 20170608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |