CN201794317U - Building tower type support frame - Google Patents
Building tower type support frame Download PDFInfo
- Publication number
- CN201794317U CN201794317U CN201020551374XU CN201020551374U CN201794317U CN 201794317 U CN201794317 U CN 201794317U CN 201020551374X U CN201020551374X U CN 201020551374XU CN 201020551374 U CN201020551374 U CN 201020551374U CN 201794317 U CN201794317 U CN 201794317U
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- bracing frame
- building
- metallic rod
- tower bracing
- frame
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Abstract
The utility model discloses a building tower type support frame. The support frame comprises a main framework (1), an adjustable holder (2) positioned at the upper end of the main framework (1) and an adjusting base (3) positioned at the lower end of the main framework (1), wherein the main framework (1) is a rectangular framework and is formed by connecting four vertical metal rods (4) and a horizontal pull rod (5), a cross pull rod (6) and an oblique pull rod (7) arranged among the vertical metal rods (4) and playing a fixing role. The building tower type support frame has reasonable structural design, is firm, durable and convenient to install and use, has high safety factor and particularly high bearing capacity and lifting height, and can meet the requirement of large-sized high-rise building construction.
Description
Technical field
The utility model relates to the device that a kind of building operations is used, and is specifically related to the tower bracing frame of a kind of building.
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, as dam, bridge, building of buildings such as high building, often need the bracing frame auxiliary construction in the engineering construction, bracing frame is a bracing or strutting arrangement commonly used in the highrise building, as can support shuttering mixing the pouring construction of earth, especially build outwards outstanding measuring platform or other to around during outstanding building, before building mixed earth, often need the bracing or strutting arrangement support shuttering, remove again after stressed in that mixed earth is dry and hard, reached control and come off the effect of safe construction.In the prior art, the structure design of bracing frame is not ideal enough, the sound construction poor performance, loading and unloading are inconvenient, especially support degree is less, can not satisfy weight greatly, the needs of highly high building construction.Therefore, necessary design on the basis of existing technology a kind of sturdy and durable, easy to loading and unloading, the bracing or strutting arrangement for building that supporting power is big.
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 is easy to loading and unloading, the tower bracing frame of the high building that supporting power is big.
Technical scheme: in order to realize above purpose, technical solution adopted in the utility model is:
The tower bracing frame of a kind of building, it comprises: main frame, be positioned at the adjustable bracket of main frame upper end and be positioned at the adjusting base of main frame lower end, described main frame is a rectangular frame, and it is by four vertical Metallic rod and be arranged on the girt, intertie and the diagonal member that play fixation between the vertical Metallic rod and connect and compose.
The tower bracing frame of building described in the utility model, wherein regulating base is 4, lays respectively at the low side of four vertical Metallic rod, and described adjusting base by the base piece be connected with the base piece, and the adjusting rod that can stretch up and down constitutes.Regulate base and can adjust height up and down, when tower bracing frame begins to install, must adjust levelness by regulating base, thereby guarantee the verticality of tower support, require perpendicularity deviation to be controlled in the h/250, and be no more than 50mm.
As preferred version, the tower bracing frame of described building, adjustable bracket are 4 also, lay respectively at the top of four vertical Metallic rod, and adjustable bracket by four jiaos of brackets be connected with four jiaos of brackets, and the regulating shaft that can stretch up and down constitutes.When device such as support shuttering, regulate height up and down by adjustable bracket, make device such as template remain on horizontal plane or need the inclined-plane of angle.
The tower bracing frame of building described in the utility model, wherein main frame is the support component of whole bracing frame, is a rectangular frame, main frame is connected and composed by four vertical Metallic rod and the girt, intertie and the diagonal member that are connected between the Metallic rod.Rectangle main frame wherein, wherein the two sides is to be linked to each other with vertical Metallic rod with intertie by girt to form relatively, in addition relative two sides is to be linked to each other with vertical Metallic rod with diagonal member by girt to form.Described vertical Metallic rod is connected by dowel fixes by a plurality of short steel poles, and whole bracing frame is made up of sandwich construction.
As preferred version, the tower bracing frame of above-described building, being provided with attached wall every the top end of 8 meters and main frame on main frame is connected, described attached wall connects and can be made up of with the fixture that is connected the high-strength screw rod other end the high-strength screw rod that is fixed on the vertical Metallic rod of main frame, be provided with the vertical stability that can keep whole bracing frame after attached wall connects, guarantee that bracing frame can double swerve, the safety that improves whole bracing frame.
As preferred version, the tower bracing frame of above-described building, the height of whole tower bracing frame can reach more than 80 meters, thereby can satisfy the needs of highrise building.
The tower bracing frame of building described in the utility model, wherein vertically Metallic rod, girt, intertie and diagonal member are made by the high-strength low alloy steel material, have in light weight, the characteristics that supporting capacity is high, single limb can support more than 6 tons, and steel can be handled through galvanizing by dipping, and anti-corrosion function is stronger.Tower bracing frame can be used the crane integral hoisting, and need not to loose, it is in bulk to piece together.
Beneficial effect: the tower bracing frame of the building that the utility model provides has the following advantages:
The tower bracing frame of the building that the utility model provides, reasonable in design, sturdy and durable, tensile strength is big, and is easy to install, the safety factor height, supporting power is big, and height value is big, and the scope of application is extensive, can satisfy the demand that different highrise buildings are built.
Description of drawings
The structural representation of the tower bracing frame of building that Fig. 1 provides for the utility model.
Regulate the structural representation of base in the tower bracing frame of building that Fig. 2 provides for the utility model.
The structural representation of adjustable bracket in the tower bracing frame of building 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 Figure 1 to Figure 3, the tower bracing frame of a kind of building, it comprises: main frame (1), be positioned at the adjustable bracket (2) of main frame (1) upper end and be positioned at the adjusting base (3) of main frame (1) lower end, described main frame (1) is a rectangular frame, and it is by four vertical Metallic rod (4) and be arranged on the girt (5), intertie (6) and the diagonal member (7) that play fixation between the vertical Metallic rod (4) and connect and compose.
The tower bracing frame of building described in the utility model, wherein main frame (1) is the support component of whole bracing frame, it is a rectangular frame, described rectangle main frame (1), wherein the two sides is to be linked to each other with vertical Metallic rod (4) with intertie (6) by girt (5) to form relatively, and the two sides is to be linked to each other with vertical Metallic rod (4) with diagonal member (7) by girt (5) to form relatively in addition.Described vertical Metallic rod (4) is connected by dowel fixes by a plurality of short steel poles, and whole bracing frame is made up of sandwich construction.
The tower bracing frame of above-described building, wherein regulating base (3) is 4, lay respectively at the low side of four vertical Metallic rod (4), described adjusting base (3) by base piece (8) be connected with base piece (8), and the adjusting rod (9) that can stretch up and down constitutes.Can adjust levelness by regulating base (3) before tower bracing frame is installed, thereby guarantee the verticality of tower bracing frame.
The tower bracing frame of above-described building, described adjustable bracket (2) is 4, lay respectively at the top of four vertical Metallic rod (4), described adjustable bracket (2) by four jiaos of brackets (10) be connected with four jiaos of brackets (10), and the regulating shaft (11) that can stretch up and down constitutes.When device such as support shuttering, regulate the height up and down of four jiaos of brackets (10) by the regulating shaft (11) on the adjustable bracket (2), make device such as template remain on horizontal plane or need the inclined-plane of angle.
The tower bracing frame of above-described building, wherein being provided with attached wall every 8 meters with main frame (1) top on the main frame (1) is connected, described attached wall connects and can be made up of high-strength screw rod on the vertical Metallic rod (4) that is fixed on main frame (1) and the fixture that is connected the high-strength screw rod other end, be provided with the vertical stability that can keep whole bracing frame after attached wall connects, guarantee that tower bracing frame can double swerve, the safety that improves whole bracing frame.
It is more than 80 meters that the tower bracing frame of building described in the utility model, the height of described tower bracing frame can reach.
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. build tower bracing frame for one kind, it is characterized in that, it comprises: main frame (1), be positioned at the adjustable bracket (2) of main frame (1) upper end and be positioned at the adjusting base (3) of main frame (1) lower end, described main frame (1) is a rectangular frame, and it is by four vertical Metallic rod (4) and be arranged on the girt (5), intertie (6) and the diagonal member (7) that play fixation between the vertical Metallic rod (4) and connect and compose.
2. the tower bracing frame of building according to claim 1 is characterized in that described adjusting base (3) is 4, lays respectively at the low side of four vertical Metallic rod (4).
3. the tower bracing frame of building according to claim 2 is characterized in that, described adjusting base (3) by base piece (8) be connected with base piece (8), and the adjusting rod (9) that can stretch up and down constitutes.
4. the tower bracing frame of building according to claim 1 is characterized in that described adjustable bracket (2) is 4, lays respectively at the top of four vertical Metallic rod (4).
5. the tower bracing frame of building according to claim 4 is characterized in that, described adjustable bracket (2) by four jiaos of brackets (10) be connected with four jiaos of brackets (10), and the regulating shaft (11) that can stretch up and down constitutes.
6. according to the tower bracing frame of each described building of claim 1 to 5, it is characterized in that described vertical Metallic rod (4) is connected and composed by pin by many short steel poles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020551374XU CN201794317U (en) | 2010-09-27 | 2010-09-27 | Building tower type support frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020551374XU CN201794317U (en) | 2010-09-27 | 2010-09-27 | Building tower type support frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201794317U true CN201794317U (en) | 2011-04-13 |
Family
ID=43849237
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020551374XU Expired - Fee Related CN201794317U (en) | 2010-09-27 | 2010-09-27 | Building tower type support frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201794317U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102650160A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Post-cast strip high cantilever beam bottom die supporting structure |
| CN102720357A (en) * | 2012-06-15 | 2012-10-10 | 深圳市特辰科技股份有限公司 | High formwork system |
| CN103122691A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method |
| CN103590593A (en) * | 2013-11-18 | 2014-02-19 | 何国忠 | Assembly type building supporting frame |
| CN103835527A (en) * | 2014-03-18 | 2014-06-04 | 中天建设集团有限公司 | Detachable shoring device and application thereof |
| CN104164889A (en) * | 2013-05-16 | 2014-11-26 | 江苏省苏中建设集团股份有限公司 | Demountable tower crane foundation |
| CN107571265A (en) * | 2017-08-28 | 2018-01-12 | 常熟冠林汽车饰件有限公司 | Automobile decoration piece automated warehousing and the spray room robot manipulator structure for spraying integrated equipment |
| CN110284705A (en) * | 2019-06-28 | 2019-09-27 | 河海大学 | A kind of segmented template system reinforced for concrete cylindrical |
| CN114278082A (en) * | 2021-11-22 | 2022-04-05 | 南京固华金属制品有限公司 | Tower type support frame system |
-
2010
- 2010-09-27 CN CN201020551374XU patent/CN201794317U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102650160A (en) * | 2012-04-24 | 2012-08-29 | 中天建设集团有限公司 | Post-cast strip high cantilever beam bottom die supporting structure |
| CN102720357A (en) * | 2012-06-15 | 2012-10-10 | 深圳市特辰科技股份有限公司 | High formwork system |
| CN103122691A (en) * | 2013-02-04 | 2013-05-29 | 中天建设集团有限公司 | Tower crane standard knot bearing upper air supporting formwork steel platform structure and construction method |
| CN104164889B (en) * | 2013-05-16 | 2017-02-08 | 江苏省苏中建设集团股份有限公司 | Demountable tower crane foundation |
| CN104164889A (en) * | 2013-05-16 | 2014-11-26 | 江苏省苏中建设集团股份有限公司 | Demountable tower crane foundation |
| CN103590593B (en) * | 2013-11-18 | 2016-06-29 | 何国忠 | A kind of assembled architecture bracing frame |
| CN103590593A (en) * | 2013-11-18 | 2014-02-19 | 何国忠 | Assembly type building supporting frame |
| CN103835527B (en) * | 2014-03-18 | 2016-05-18 | 中天建设集团有限公司 | A kind of dismountable supporting device |
| CN103835527A (en) * | 2014-03-18 | 2014-06-04 | 中天建设集团有限公司 | Detachable shoring device and application thereof |
| CN107571265A (en) * | 2017-08-28 | 2018-01-12 | 常熟冠林汽车饰件有限公司 | Automobile decoration piece automated warehousing and the spray room robot manipulator structure for spraying integrated equipment |
| CN110284705A (en) * | 2019-06-28 | 2019-09-27 | 河海大学 | A kind of segmented template system reinforced for concrete cylindrical |
| CN110284705B (en) * | 2019-06-28 | 2021-10-12 | 河海大学 | Sectional type formwork system for reinforcing concrete cylinder |
| CN114278082A (en) * | 2021-11-22 | 2022-04-05 | 南京固华金属制品有限公司 | Tower type support frame system |
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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: 20110413 Termination date: 20170927 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |