CN212176102U - Additional strengthening for steel construction - Google Patents
Additional strengthening for steel construction Download PDFInfo
- Publication number
- CN212176102U CN212176102U CN202020204958.3U CN202020204958U CN212176102U CN 212176102 U CN212176102 U CN 212176102U CN 202020204958 U CN202020204958 U CN 202020204958U CN 212176102 U CN212176102 U CN 212176102U
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- thick bamboo
- crossbeam
- limiting
- spacing
- fixed case
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 37
- 239000010959 steel Substances 0.000 title claims abstract description 37
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000005728 strengthening Methods 0.000 title claims abstract description 11
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 20
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 20
- 241001330002 Bambuseae Species 0.000 claims abstract description 20
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 20
- 239000011425 bamboo Substances 0.000 claims abstract description 20
- 238000003466 welding Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 16
- 230000000694 effects Effects 0.000 abstract description 5
- 230000002787 reinforcement Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 206010066054 Dysmorphism Diseases 0.000 description 1
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 229910052748 manganese Inorganic materials 0.000 description 1
- 239000011572 manganese Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000002444 silanisation Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a additional strengthening for steel construction, which comprises a crossbeam, the left side welding of crossbeam bottom has first spacing section of thick bamboo, the right side of crossbeam bottom has welded the spacing section of thick bamboo of a plurality of seconds from a left side to the right side in proper order, the left side bolt of crossbeam has the connecting piece, the bottom bolt of connecting piece inner chamber has perpendicular roof beam, the top welding on perpendicular roof beam right side has the spacing section of thick bamboo of third, the central department bolt on perpendicular roof beam right side has the fixed case, there is the access door positive through screw thread connection of fixed case. The utility model discloses a structure cooperation of lead screw, swing handle, thread bush, movable block and lifter can drive first spacing post, the spacing post of second, support and the spacing post of third respectively and correspond the card respectively and go into first spacing section of thick bamboo, the spacing section of thick bamboo of second and the spacing section of thick bamboo of third in step to can carry out the multiple spot to the crossbeam and erect the roof beam and strengthen, directly strengthen the crossbeam and erect the whole framework intensity of roof beam, guarantee the steadiness and the antidetonation effect of steel construction.
Description
Technical Field
The utility model relates to a steel construction technical field specifically is a additional strengthening for steel construction.
Background
The steel structure is a structure formed by steel materials, is one of main building structure types, mainly comprises beam steel, steel columns, steel trusses and other members made of section steel, steel plates and the like, adopts rust removal and prevention processes such as silanization, pure manganese phosphating, washing drying, galvanization and the like, and is widely applied to the fields of large-scale factory buildings, venues, super-high buildings and the like because the components or parts are usually connected by welding seams, bolts or rivets due to light dead weight and simple and convenient construction.
Along with present building technology's development, a lot of buildings all adopt the steel construction in the life, in the steel construction work progress, need use additional strengthening to consolidate the girder steel of steel construction, however current additional strengthening strengthens the effect poor, adopts bolt and reinforcement directly to screw up fixedly mostly, can not carry out the multiple spot between the girder steel and strengthen, reduces the overall framework intensity of steel construction, consequently, we propose an additional strengthening for the steel construction to in solving the problem that proposes in the aforesaid, the steel construction is used in the life
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a additional strengthening for steel construction to solve the current additional strengthening that above-mentioned background art provided and strengthen the poor problem of effect.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a reinforced structure for steel construction, includes the crossbeam, the left side welding of crossbeam bottom has first spacing section of thick bamboo, the right side of crossbeam bottom has welded the spacing section of thick bamboo of a plurality of seconds from a left side to the right side in proper order, the left side bolt of crossbeam has the connecting piece, the bottom bolt of connecting piece inner chamber has perpendicular roof beam, the top welding on perpendicular roof beam right side has the spacing section of thick bamboo of third, the center department bolt on perpendicular roof beam right side has fixed case, there is the access door front of fixed case through screw thread connection, the center department on fixed case inner chamber bottom right side inlays and is equipped with a screw thread section of thick bamboo, the center department at fixed case inner chamber top inlays and is equipped with the slide cartridge, the inner chamber of fixed.
Preferably, the reinforcing structure comprises a screw rod, a rotating handle, a threaded sleeve, a moving block, a lifting rod, a first limiting column, a second limiting column, a bracket and a third limiting column, the vertical thread of the inner cavity of the thread cylinder is connected with a screw rod, the top end of the screw rod is rotationally connected with the inner cavity of the fixed box through a bearing, a rotary handle is welded at the bottom of the screw rod, a threaded sleeve is connected at the center of the screw rod in a threaded manner, a moving block is transversely welded at the left side of the threaded sleeve, a lifting rod which is in sliding fit with the sliding sleeve is vertically bolted at the center of the top of the moving block, the top of the lifting rod penetrates through the sliding sleeve and is welded with a first limiting column which is clamped with a first limiting cylinder, a third limiting column clamped with a third limiting cylinder is welded at the bottom of the left side of the first limiting column, a bracket is transversely welded at the bottom of the right side of the first limiting column, the top of the support is sequentially welded with a second limiting column clamped with a second limiting cylinder from left to right.
Preferably, the number of the second limiting cylinders and the number of the second limiting columns are at least three, the first limiting cylinders and the first limiting columns are located on the same vertical horizontal line, the second limiting cylinders and the second limiting columns are located on the same vertical horizontal line, and the third limiting cylinders and the third limiting columns are located on the same vertical horizontal line.
Preferably, a sliding column is vertically bolted to the left side of the inner cavity of the fixed box, the bottom of the sliding column is slidably connected with a sliding sleeve, and the right end of the sliding sleeve is bolted to the left side of the moving block.
Preferably, the top cover on the traveller surface is equipped with buffer spring, buffer spring's outer end is bolted connection with the inner wall of sliding sleeve and fixed case respectively.
Preferably, the center of the bottom of the moving block is vertically bolted with a limiting spring, and the bottom end of the limiting spring is bolted with the bottom of the inner cavity of the fixed box.
Preferably, the shape of swing handle sets up to the hexagon, the draw-in groove has been seted up to the center department of swing handle bottom, the bottom on fixed case right side articulates the kelly with the draw-in groove joint.
Compared with the prior art, the beneficial effects of the utility model are that: the reinforcing structure for the steel structure solves the problem of the reinforcing structure for the steel structure;
1. the utility model can respectively and synchronously drive the first spacing column, the second spacing column, the bracket and the third spacing column to be correspondingly clamped into the first spacing cylinder, the second spacing cylinder and the third spacing cylinder respectively through the structural matching of the lead screw, the rotating handle, the threaded sleeve, the moving block and the lifting rod, thereby carrying out multi-point reinforcement on the cross beam and the vertical beam, directly enhancing the overall framework strength of the cross beam and the vertical beam and ensuring the stability and the anti-seismic effect of the steel structure;
2. the utility model has the advantages that the number of the second limiting cylinders and the number of the second limiting columns are at least three, so that three-point reinforcement can be carried out on the right side of the bottom of the beam, the overall firm strength of the beam is further enhanced, the lifting stability of the moving block is enhanced through the sliding columns and the sliding sleeves, and the tilting of the moving block caused by stress is prevented;
3. the utility model discloses a buffer spring further strengthens the sliding stability of sliding sleeve, and it is spacing also to carry out elasticity to the sliding sleeve simultaneously, through spacing spring, can carry out elastic buffer to the lift distance of movable block bottom, through draw-in groove and kelly, can carry out the locking chucking to the swing handle, and it is not hard up to appear unexpected when preventing that the swing handle from stewing.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the cross beam and vertical beam of the present invention;
FIG. 3 is a schematic sectional view of the fixing box of the present invention;
fig. 4 is a schematic view of the structure of the rotary handle of the present invention.
In the figure: 1. a cross beam; 2. a first limiting cylinder; 3. a second limiting cylinder; 4. a connecting member; 5. erecting a beam; 6. a third limiting cylinder; 7. a fixed box; 8. a threaded barrel; 9. a slide cylinder; 10. a reinforcing structure; 101. a screw rod; 102. turning a handle; 103. a threaded sleeve; 104. a moving block; 105. a lifting rod; 106. a first limit post; 107. a second limit post; 108. a support; 109. a third limiting column; 11. a traveler; 12. a sliding sleeve; 13. a buffer spring; 14. a limiting spring; 15. a card slot; 16. and (5) clamping the rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a reinforcing structure for steel construction, includes crossbeam 1, the left side welding of crossbeam 1 bottom has first spacing section of thick bamboo 2, the right side of crossbeam 1 bottom has welded the spacing section of thick bamboo 3 of a plurality of second in proper order from a left side to the right side, the left side bolt of crossbeam 1 has connected connecting piece 4, the bottom bolt of connecting piece 4 inner chamber has connected perpendicular roof beam 5, the top welding on perpendicular roof beam 5 right side has third spacing section of thick bamboo 6, the center department bolt on perpendicular roof beam 5 right side has fixed case 7, the front of fixed case 7 has the access door through screw thread connection, the center department on fixed case 7 inner chamber bottom right side inlays and is equipped with threaded tube 8, the center department at fixed case 7 inner chamber top inlays and is equipped with slide cartridge 9, the inner chamber of fixed case 7 is provided with additional strengthening 10, through the structural cooperation of lead screw 101, swing handle 102, thread bush 103, movable block 104 and lifter 105, can drive first spacing post 106, The second spacing column 107, the support 108 and the third spacing column 109 are respectively correspondingly clamped into the first spacing cylinder 2, the second spacing cylinder 3 and the third spacing cylinder 6, so that the beam 1 and the vertical beam 5 can be subjected to multi-point reinforcement, the overall framework strength of the beam 1 and the vertical beam 5 is directly enhanced, and the stability and the anti-seismic effect of a steel structure are ensured.
As shown in fig. 1, 3 and 4, the reinforcing structure 10 includes a screw rod 101, a rotating handle 102, a threaded sleeve 103, a moving block 104, a lifting rod 105, a first limit post 106, a second limit post 107, a bracket 108 and a third limit post 109, the screw rod 101 is vertically and threadedly connected to an inner cavity of the threaded cylinder 8, a top end of the screw rod 101 is rotatably connected to an inner cavity of the fixed box 7 through a bearing, the rotating handle 102 is welded to a bottom of the screw rod 101, the threaded sleeve 103 is threadedly connected to a center of the screw rod 101, the moving block 104 is transversely welded to a left side of the threaded sleeve 103, the lifting rod 105 slidably engaged with the sliding sleeve 12 is vertically bolted to a center of a top of the moving block 104, the top of the lifting rod 105 penetrates through the sliding cylinder 9 and is welded with the first limit post 106 engaged with the first limit cylinder 2, the third limit post 109 engaged with the third limit cylinder 6 is welded to a bottom of a left side of the first limit post, the bottom on first spacing post 106 right side transversely welds has support 108, the top of support 108 welds the spacing post 107 of second that has the spacing section of thick bamboo 3 joint of second from a left side to the right side in proper order to can carry out the multiple spot to crossbeam 1 and perpendicular roof beam 5 and strengthen the whole framework intensity of crossbeam 1 and perpendicular roof beam 5 directly.
As shown in fig. 1 and 3, the number of the second limiting cylinders 3 and the second limiting columns 107 is at least three, so that three-point reinforcement can be performed on the right side of the bottom of the beam 1, the overall firmness strength of the beam 1 is further enhanced, the first limiting cylinders 2 and the first limiting columns 106 are located on the same vertical horizontal line, the second limiting cylinders 3 and the second limiting columns 107 are located on the same vertical horizontal line, and the third limiting cylinders 6 and the third limiting columns 109 are located on the same vertical horizontal line.
As shown in fig. 3, a sliding column 11 is vertically bolted to the left side of the inner cavity of the fixed box 7, a sliding sleeve 12 is slidably connected to the bottom of the sliding column 11, and the right end of the sliding sleeve 12 is bolted to the left side of the moving block 104, so that the lifting stability of the moving block 104 is enhanced, and the moving block 104 is prevented from being stressed and inclined.
As shown in fig. 3, a buffer spring 13 is sleeved on the top of the surface of the sliding column 11, and the outer end of the buffer spring 13 is bolted with the inner walls of the sliding sleeve 12 and the fixed box 7 respectively, so as to further enhance the sliding stability of the sliding sleeve 12 and also perform elastic limit on the sliding sleeve 12.
As shown in fig. 3, a limit spring 14 is vertically bolted at the center of the bottom of the moving block 104, and the bottom end of the limit spring 14 is bolted with the bottom of the inner cavity of the fixed box 7, so that the lifting distance of the bottom of the moving block 104 can be elastically buffered.
As shown in fig. 1 and 4, the shape of the rotating handle 102 is hexagonal, the clamping groove 15 is formed in the center of the bottom of the rotating handle 102, the clamping rod 16 clamped with the clamping groove 15 is hinged to the bottom of the right side of the fixing box 7, the rotating handle 102 can be locked and clamped, and the rotating handle 102 is prevented from being loosened accidentally when standing.
The working principle is as follows: when the reinforcing structure for the steel structure is used, because the rotating handle 102 is hexagonal, a user rotates the rotating handle 102 clockwise by using a wrench, the rotating handle 102 drives the screw rod 101 to rotate, the screw rod 101 drives the moving block 104 to move upwards through the threaded sleeve 103, the sliding sleeve 12 slides on the surface of the sliding column 11, the lifting stability of the moving block 104 is enhanced, then the moving block 104 drives the lifting rod 105 to move upwards, the lifting rod 105 respectively and synchronously drives the first limiting column 106, the second limiting column 107 and the third limiting column 109 to move upwards until the first limiting column 106, the second limiting column 107 and the third limiting column 109 are completely and correspondingly clamped into the first limiting cylinder 2, the second limiting cylinder 3 and the third limiting cylinder 6, then the user pulls the clamping rod 16 to be inserted into the clamping groove 15, so that the rotating handle 102 can be locked and clamped, and the cross beam 1 and the vertical beam 5 can be reinforced and fixed at multiple points, which is the whole working process of the reinforcing structure for the steel structure, those not described in detail in this specification are within the skill of the art.
The utility model discloses the standard part that uses all can purchase from the market, and dysmorphism piece all can be customized according to the description with the record of drawing of description, and the concrete connection mode of each part all adopts conventional means such as ripe bolt, rivet, welding among the prior art, and machinery, part and equipment all adopt prior art, and conventional model is no longer detailed here.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (7)
1. The utility model provides a reinforcing structure for steel construction, includes crossbeam (1), its characterized in that: the welding of the left side of crossbeam (1) bottom has first spacing section of thick bamboo (2), the right side of crossbeam (1) bottom has welded spacing section of thick bamboo of a plurality of seconds (3) from a left side to the right side in proper order, the left side bolt of crossbeam (1) has connecting piece (4), the bottom bolt of connecting piece (4) inner chamber has perpendicular roof beam (5), the top welding on perpendicular roof beam (5) right side has spacing section of thick bamboo of third (6), the center department bolt on perpendicular roof beam (5) right side has fixed case (7), there is the access door openly through screw thread connection fixed case (7), center department on fixed case (7) inner chamber bottom right side inlays and is equipped with threaded section of thick bamboo (8), the center department at fixed case (7) inner chamber top inlays and is equipped with slide cartridge (9), the inner chamber of fixed case (7) is provided with additional strengthening (10).
2. The reinforcing structure for a steel structure according to claim 1, wherein: the reinforcing structure (10) comprises a screw rod (101), a rotating handle (102), a threaded sleeve (103), a moving block (104), a lifting rod (105), a first limiting column (106), a second limiting column (107), a support (108) and a third limiting column (109), the vertical thread of the inner cavity of the threaded sleeve (8) is connected with the screw rod (101), the top end of the screw rod (101) is rotatably connected with the inner cavity of the fixed box (7) through a bearing, the rotating handle (102) is welded at the bottom of the screw rod (101), the threaded sleeve (103) is connected at the center of the screw rod (101) in a threaded manner, the moving block (104) is transversely welded at the left side of the threaded sleeve (103), the lifting rod (105) in sliding fit with the sliding sleeve (12) is vertically bolted at the center of the top of the moving block (104), the top of the lifting rod (105) penetrates through the sliding sleeve (9) and is welded with the first limiting column (106) in clamping connection with the first, the welding of the left bottom of first spacing post (106) has third spacing post (109) with the spacing section of thick bamboo of third (6) joint, the horizontal welding in bottom on first spacing post (106) right side has support (108), the top of support (108) has welded spacing post (107) of second with the spacing section of thick bamboo of second (3) joint from a left side to the right side in proper order.
3. The reinforcing structure for a steel structure according to claim 2, wherein: the quantity of the second limiting cylinder (3) and the second limiting column (107) is at least three, the first limiting cylinder (2) and the first limiting column (106) are located on the same vertical horizontal line, the second limiting cylinder (3) and the second limiting column (107) are located on the same vertical horizontal line, and the third limiting cylinder (6) and the third limiting column (109) are located on the same vertical horizontal line.
4. The reinforcing structure for a steel structure according to claim 1, wherein: a sliding column (11) is vertically bolted to the left side of the inner cavity of the fixed box (7), the bottom of the sliding column (11) is connected with a sliding sleeve (12) in a sliding mode, and the right end of the sliding sleeve (12) is bolted to the left side of the moving block (104).
5. The reinforcing structure for a steel structure according to claim 4, wherein: the top cover on traveller (11) surface is equipped with buffer spring (13), the outer end of buffer spring (13) is bolted connection with the inner wall of sliding sleeve (12) and fixed case (7) respectively.
6. The reinforcing structure for a steel structure according to claim 2, wherein: a limiting spring (14) is vertically bolted at the center of the bottom of the moving block (104), and the bottom end of the limiting spring (14) is bolted with the bottom of the inner cavity of the fixed box (7).
7. The reinforcing structure for a steel structure according to claim 2, wherein: the shape of swing handle (102) sets up to the hexagon, draw-in groove (15) have been seted up to the center department of swing handle (102) bottom, the bottom on fixed case (7) right side articulates has kelly (16) with draw-in groove (15) joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020204958.3U CN212176102U (en) | 2020-02-24 | 2020-02-24 | Additional strengthening for steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020204958.3U CN212176102U (en) | 2020-02-24 | 2020-02-24 | Additional strengthening for steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212176102U true CN212176102U (en) | 2020-12-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020204958.3U Active CN212176102U (en) | 2020-02-24 | 2020-02-24 | Additional strengthening for steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212176102U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232796A (en) * | 2021-12-23 | 2022-03-25 | 潘磊 | Steel structure house assembling connecting component of prefabricated building |
-
2020
- 2020-02-24 CN CN202020204958.3U patent/CN212176102U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114232796A (en) * | 2021-12-23 | 2022-03-25 | 潘磊 | Steel structure house assembling connecting component of prefabricated building |
| CN114232796B (en) * | 2021-12-23 | 2023-09-05 | 苏州中晟盛金属材料制造有限公司 | Steel house of assembled building assembles adapting unit |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210409 Address after: 226300 the south side of Binhai Avenue and the north side of neigangchi in tongzhouwan River Sea joint development demonstration zone, Nantong City, Jiangsu Province Patentee after: Nantong Huateng Intelligent Equipment Manufacturing Co.,Ltd. Address before: 518000 1st floor, building 5, 46 chuyun Road, Buji street, Longgang District, Shenzhen City, Guangdong Province Patentee before: Fang Ying |
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| TR01 | Transfer of patent right |