CN110748174A - K-shaped inclined support composite component - Google Patents
K-shaped inclined support composite component Download PDFInfo
- Publication number
- CN110748174A CN110748174A CN201911156342.1A CN201911156342A CN110748174A CN 110748174 A CN110748174 A CN 110748174A CN 201911156342 A CN201911156342 A CN 201911156342A CN 110748174 A CN110748174 A CN 110748174A
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- Prior art keywords
- rod
- nut
- bearing diagonal
- composite member
- riser
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- 239000002131 composite material Substances 0.000 title claims abstract description 18
- 238000003466 welding Methods 0.000 claims description 2
- 230000008859 change Effects 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 5
- 230000009471 action Effects 0.000 description 3
- 239000004566 building material Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Classifications
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a K-shaped inclined support composite member, and relates to the technical field of support devices. This K type bearing diagonal composite member, including the riser, one side of riser is located horizontal central line both sides and has all rotated the bearing diagonal subassembly through the pin rod, and the one end that the riser was kept away from to the bearing diagonal subassembly is connected with the diaphragm through the pin rod rotation. This K type bearing diagonal composite member, the user can twist and move first nut and second nut, it is not fixing the bearing diagonal subassembly, can adjust the inclination of bearing diagonal subassembly, also can rotate the rotary rod with the hand, make first threaded rod drive the diaphragm remove, change the length of bearing diagonal subassembly, satisfy the actual demand of different buildings, the commonality has been ensured, the user can twist and move first nut and second nut, fix the down tube, make the bearing diagonal subassembly, riser and second threaded rod form a stable triangle-shaped structure, the stability when the device uses has been promoted.
Description
Technical Field
The invention relates to the technical field of supporting devices, in particular to a K-shaped inclined supporting composite member.
Background
In the construction, generally can connect the building materials in the both ends difference building of bearing diagonal, in order to carry out the fixed stay to the building materials, wherein K type bearing diagonal is an important bearing diagonal device, but, current K type bearing diagonal, fix or directly weld through the bolt between down tube and the riser, the angle is fixed, can't adjust according to the building actual demand, the length of down tube also is fixed, to complicated building structure, the commonality is relatively poor, and simultaneously, current K type bearing diagonal, the one end of down tube is fixed with the riser, when the down tube bearing, the separation of easy emergence down tube and riser, take place to destroy, stability is not good, can't satisfy the requirement of user to K type bearing diagonal.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides the K-type inclined support composite member, a user can screw the first nut and the second nut to rotate the inclined support component, adjust the angle of the inclined support component, rotate the rotating rod by hand to adjust the length of the inclined support component, and meanwhile, the angle of the inclined support component is fixed by the first nut and the second nut to form a stable triangular structure, so that the stability is improved.
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides a K type bearing diagonal composite member, includes the riser, one side of riser is located horizontal central line both sides and all rotates through the pin rod has the bearing diagonal subassembly, the one end that the riser was kept away from to the bearing diagonal subassembly is rotated through the pin rod and is connected with the diaphragm, the bearing diagonal subassembly contains the rotary rod, the one end rotation of rotary rod is provided with the down tube, and the one end welding that the down tube is located the rotary rod has the circle piece to circle piece rotary rod rotates the connection, keep away from the circle piece in the rotary rod and seted up the thread groove, thread groove female connection has first threaded rod.
Preferably, an elongated slot is formed in the diagonal rod, and pin holes are formed in the diagonal rod and one end, far away from the rotating rod, of the first threaded rod.
Preferably, one side of the vertical plate is connected with a second threaded rod in a rotating mode through a pin rod near two ends, the other end of the second threaded rod penetrates through the long groove, and a first nut and a second nut are respectively sleeved on two sides, located on the inclined rod, of the outer wall of the second threaded rod.
Preferably, the outer diameters of the first nut and the second nut are larger than the groove diameter of the long groove.
Preferably, the outer wall of the rotating rod is sleeved with an anti-slip rubber sleeve.
Preferably, the vertical plate and the transverse plate are internally provided with a first mounting hole and a second mounting hole at corners respectively.
The invention provides a K-type diagonal bracing composite member. The method has the following beneficial effects:
(1) this K type bearing diagonal composite member, user can twist and move first nut and second nut, are not fixing the bearing diagonal subassembly, can adjust the inclination of bearing diagonal subassembly, also can rotate the rotary rod with the hand for first threaded rod drives the diaphragm and removes, changes the length of bearing diagonal subassembly, satisfies the actual demand of different buildings, has ensured the commonality.
(2) This K type bearing diagonal composite member, the user can twist and move first nut and second nut, fixes the down tube for bearing diagonal subassembly, riser and second threaded rod form a stable triangle-shaped structure, have promoted the stability when the device uses.
Drawings
FIG. 1 is a schematic view of the present invention;
FIG. 2 is a schematic view of the diagonal bracing assembly of the present invention;
FIG. 3 is a perspective view of the diagonal bracing assembly of the present invention.
In the figure: 1. a vertical plate; 101. a first mounting hole; 2. a diagonal bracing assembly; 201. rotating the rod; 202. a round block; 203. an anti-slip rubber sleeve; 204. a thread groove; 205. a first threaded rod; 206. a diagonal bar; 207. a long groove; 208. a pin hole; 3. a transverse plate; 301. a second mounting hole; 4. a second threaded rod; 5. a first nut; 6. a second nut.
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.
Examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are illustrative and intended to be illustrative of the invention and are not to be construed as limiting the invention.
Referring to fig. 1-3, the present invention provides a technical solution: a K-shaped inclined support composite member comprises a vertical plate 1, inclined support components 2 are respectively rotated on two sides of a horizontal central line of one side of the vertical plate 1 through pins, the inclined support components 2 can rotate on the vertical plate 1 through the pins to adjust the inclination angle, one ends of the inclined support components 2, far away from the vertical plate 1, are connected with a transverse plate 3 through the pins in a rotating mode, the transverse plate 3 can rotate at one ends of the inclined support components 2 to adjust the position, each inclined support component 2 comprises a rotating rod 201, one end of the rotating rod 201 is rotatably provided with an inclined rod 206, one end, located in the rotating rod 201, of the inclined rod 206 is welded with a round block 202, the rotating rod 201 of the round block 202 is rotatably connected, when the rotating rod 201 is rotated, the rotating rod 201 can rotate on the outer side of the round block 202, the round block 202 realizes the rotating connection of the rotating rod 201 and the inclined rod 206, the separation of the rotating rod 201 and the, thread groove 204 female connection has first threaded rod 205, thread groove 204 and first threaded rod 205 phase-match, when rotating rotary rod 201, can make first threaded rod 205 change the length that is located thread groove 204, the user can twist rotary rod 201, make first threaded rod 205 drive diaphragm 3 and remove, realize the adjustment to bearing diagonal subassembly 2 length, the user can twist first nut 5 and second nut 6, do not fixing bearing diagonal subassembly 2, can adjust the inclination of bearing diagonal subassembly 2, also can rotate rotary rod 201 with the hand, make first threaded rod 205 drive diaphragm 3 and remove, change the length of bearing diagonal subassembly 2, satisfy the actual demand of different buildings, the commonality has been ensured.
The designer sets a long groove 207 in the diagonal rod 206, the long groove 207 can make the second threaded rod 4 move in the diagonal rod 206, to achieve the purpose of rotating the second threaded rod 4, the diagonal rod 206 and the first threaded rod 205 are both set with a pin hole 208 at the end far away from the rotating rod 201, one side of the vertical plate 1 near to the two ends is connected with the second threaded rod 4 by the pin, and the other end of the second threaded rod 4 passes through the long groove 207, and the outer wall of the second threaded rod 4 is set with a first nut 5 and a second nut 6 at the two sides of the diagonal rod 206, the outer diameters of the first nut 5 and the second nut 6 are both larger than the groove diameter of the long groove 207, so that the first nut 5 and the second nut 6 can fix the diagonal rod 206, to avoid the first nut 5 and the second nut 6 from entering the long groove 207, the outer wall of the rotating rod 201 is set with an anti-slip rubber sleeve 203, to achieve the anti-slip effect, the first mounting hole 101 and the second mounting hole 301 are set at the corner, a stability when having promoted the device use for to riser 1 and diaphragm 3's installation, the user can twist and move first nut 5 and second nut 6 for first nut 5 extrudees down tube 206 with second nut 6, realizes fixing down tube 206, makes bearing diagonal subassembly 2, riser 1 and second threaded rod 4 form a stable triangle-shaped structure.
During the use, the user can fix riser 1 through the bolt, at rotation bearing diagonal subassembly 2, make diaphragm 3 and building laminating, can be as required, hold anti-skidding rubber sleeve 203 with the hand, rotate rotary rod 201, make first threaded rod 205 drive diaphragm 3 and remove, realize the length adjustment to bearing diagonal subassembly 2, accomplish the regulation back, the user can fix diaphragm 3 through the bolt, twist first nut 5 and second nut 6 respectively, make that first nut 5 and second nut 6 are inseparable to laminate with down tube 206, realize fixing to bearing diagonal subassembly 2, second threaded rod 4 and riser 1 form a stable triangle-shaped structure, stability when ensuring the device uses.
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 (6)
1. A K-type diagonal bracing composite member comprises a vertical plate (1), and is characterized in that: one side of riser (1) is located horizontal central line both sides and all rotates inclined strut subassembly (2) through the round pin pole, the one end that riser (1) were kept away from in inclined strut subassembly (2) is rotated through the round pin pole and is connected with diaphragm (3), inclined strut subassembly (2) contain rotary rod (201), the one end of rotary rod (201) is rotated and is provided with down tube (206), and the one end welding that down tube (206) are located rotary rod (201) has circle piece (202) to circle piece (202) rotary rod (201) rotate the connection, keep away from circle piece (202) in rotary rod (201) and seted up thread groove (204), thread groove (204) female connection has first threaded rod (205).
2. A K-type diagonal bracing composite member as claimed in claim 1, wherein: an elongated slot (207) is formed in the diagonal rod (206), and pin holes (208) are formed in the ends, far away from the rotating rod (201), of the diagonal rod (206) and the first threaded rod (205).
3. A K-type diagonal bracing composite member as claimed in claim 2, wherein: one side of the vertical plate (1) is connected with a second threaded rod (4) in a rotating mode through a pin rod near two ends, the other end of the second threaded rod (4) penetrates through the long groove (207), and the two sides, located on the inclined rod (206), of the outer wall of the second threaded rod (4) are respectively sleeved with a first nut (5) and a second nut (6).
4. A K-type diagonal bracing composite member as claimed in claim 3, wherein: the outer diameters of the first nut (5) and the second nut (6) are larger than the groove diameter of the long groove (207).
5. A K-type diagonal bracing composite member as claimed in claim 1, wherein: the outer wall of the rotating rod (201) is sleeved with an anti-slip rubber sleeve (203).
6. A K-type diagonal bracing composite member as claimed in claim 1, wherein: first mounting hole (101) and second mounting hole (301) have been seted up respectively to being located the corner in riser (1) and diaphragm (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911156342.1A CN110748174A (en) | 2019-11-22 | 2019-11-22 | K-shaped inclined support composite component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911156342.1A CN110748174A (en) | 2019-11-22 | 2019-11-22 | K-shaped inclined support composite component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110748174A true CN110748174A (en) | 2020-02-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911156342.1A Pending CN110748174A (en) | 2019-11-22 | 2019-11-22 | K-shaped inclined support composite component |
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| Country | Link |
|---|---|
| CN (1) | CN110748174A (en) |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01284639A (en) * | 1988-05-11 | 1989-11-15 | Kajima Corp | Variable rigidity brace |
| CN1048740A (en) * | 1990-08-04 | 1991-01-23 | 孔祥清 | Hydraulic end supporting rack |
| KR20010026720A (en) * | 1999-09-08 | 2001-04-06 | 정란 | K-shaped Steel Beam Bracing Apparatus and Method for Strenthening the Durability of the Reinforced Concrete Structure against Earthquake |
| KR20100126914A (en) * | 2009-05-25 | 2010-12-03 | 동국대학교 산학협력단 | Remodeling structure using k-bracing and construction method thereof |
| CN203531369U (en) * | 2013-05-30 | 2014-04-09 | 广东电白建设集团有限公司 | Simple building-construction template support |
| CN204040451U (en) * | 2014-09-10 | 2014-12-24 | 中建安装工程有限公司 | A kind of mobile platform overturning-preventing bracing means |
| JP2015166520A (en) * | 2014-03-03 | 2015-09-24 | 義邦 大倉 | fastening structure |
| CN205604752U (en) * | 2015-10-20 | 2016-09-28 | 安保良 | Braced system of crossbeam |
| CN206337844U (en) * | 2016-12-27 | 2017-07-18 | 榆林市长江送变电工程有限责任公司 | A kind of coal mine gob ultra-high voltage transformer station uses the stiffening frame of channel-section steel |
| CN207193991U (en) * | 2017-09-12 | 2018-04-06 | 浙江山海建设有限公司 | A kind of foundation pit supporting construction |
| CN108952186A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of bearing diagonal mechanism for assembled architecture |
| CN211257876U (en) * | 2019-11-22 | 2020-08-14 | 天津亿金鑫金属制品有限公司 | K-shaped inclined support composite component |
-
2019
- 2019-11-22 CN CN201911156342.1A patent/CN110748174A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01284639A (en) * | 1988-05-11 | 1989-11-15 | Kajima Corp | Variable rigidity brace |
| CN1048740A (en) * | 1990-08-04 | 1991-01-23 | 孔祥清 | Hydraulic end supporting rack |
| KR20010026720A (en) * | 1999-09-08 | 2001-04-06 | 정란 | K-shaped Steel Beam Bracing Apparatus and Method for Strenthening the Durability of the Reinforced Concrete Structure against Earthquake |
| KR20100126914A (en) * | 2009-05-25 | 2010-12-03 | 동국대학교 산학협력단 | Remodeling structure using k-bracing and construction method thereof |
| CN203531369U (en) * | 2013-05-30 | 2014-04-09 | 广东电白建设集团有限公司 | Simple building-construction template support |
| JP2015166520A (en) * | 2014-03-03 | 2015-09-24 | 義邦 大倉 | fastening structure |
| CN204040451U (en) * | 2014-09-10 | 2014-12-24 | 中建安装工程有限公司 | A kind of mobile platform overturning-preventing bracing means |
| CN205604752U (en) * | 2015-10-20 | 2016-09-28 | 安保良 | Braced system of crossbeam |
| CN206337844U (en) * | 2016-12-27 | 2017-07-18 | 榆林市长江送变电工程有限责任公司 | A kind of coal mine gob ultra-high voltage transformer station uses the stiffening frame of channel-section steel |
| CN207193991U (en) * | 2017-09-12 | 2018-04-06 | 浙江山海建设有限公司 | A kind of foundation pit supporting construction |
| CN108952186A (en) * | 2018-08-02 | 2018-12-07 | 绍兴职业技术学院 | A kind of bearing diagonal mechanism for assembled architecture |
| CN211257876U (en) * | 2019-11-22 | 2020-08-14 | 天津亿金鑫金属制品有限公司 | K-shaped inclined support composite component |
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