CN212427521U - Steel structure earthquake-resistant structure for building engineering - Google Patents
Steel structure earthquake-resistant structure for building engineering Download PDFInfo
- Publication number
- CN212427521U CN212427521U CN202021006438.8U CN202021006438U CN212427521U CN 212427521 U CN212427521 U CN 212427521U CN 202021006438 U CN202021006438 U CN 202021006438U CN 212427521 U CN212427521 U CN 212427521U
- Authority
- CN
- China
- Prior art keywords
- threaded rod
- support column
- mounting hole
- rod mounting
- steel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 47
- 239000010959 steel Substances 0.000 title claims abstract description 47
- 238000003466 welding Methods 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 12
- 230000000694 effects Effects 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000019994 cava Nutrition 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a steel structure earthquake-resistant structure for building engineering, including supporting the girder steel main part, the section of supporting the girder steel main part is "H" shape, and supports the lower terminal surface of girder steel main part and seted up the support column draw-in groove to support column draw-in groove center part welding has central fixed block, there is the inside main part support column that still is equipped with of support column draw-in groove, the outer wall welding of central fixed block has the supporting shoe of rectangle, and the supporting shoe outer wall has seted up the threaded rod mounting hole to threaded rod mounting hole inside is inserted and is equipped with fixed threaded rod, fixed threaded rod's both ends cover is equipped with. This steel structure earthquake-resistant structure for building engineering is provided with reinforced structure, can improve the installation effect at connection position, avoids connection position the condition of dislocation to appear, improves antidetonation effect.
Description
Technical Field
The utility model relates to a building earthquake-resistant structure technical field specifically is a steel construction earthquake-resistant structure for building engineering.
Background
The structure is a structure formed by steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, all the members or components are usually connected by welding lines, bolts or rivets, and the structure is light in self weight and simple and convenient to construct and widely applied to the fields of large-scale factory buildings, venues, super-high buildings and the like.
The support is usually used as the connecting component for the existing steel structure, and the anti-seismic material is arranged in the support to improve the anti-seismic effect of the steel structure, and is mostly a rubber pad or a spring, so that only a certain anti-seismic effect can be achieved, and for stronger vibration, the anti-seismic material is extremely easy to damage by the steel structure in the vibration in the horizontal and vertical directions, and meanwhile, the dislocation condition is easy to occur at the connecting part, and the anti-seismic effect is poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel construction earthquake-resistant structure for building engineering to the steel construction that provides in the solution background art is very easily damaged anti-seismic material in the vibration of level and vertical direction, connects the easy condition that takes place the dislocation at position simultaneously, problem that the antidetonation effect is poor.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a steel structure earthquake-resistant structure for building engineering, is including supporting the girder steel main part, the section that supports the girder steel main part is "H" shape, and supports the lower terminal surface of girder steel main part and seted up the support column draw-in groove to support column draw-in groove center part welding has central fixed block, there is the inside main part support column that still is equipped with of support column draw-in groove, the outer wall welding of central fixed block has the supporting shoe of rectangle, and the supporting shoe outer wall has seted up the threaded rod mounting hole to threaded rod mounting hole inside is inserted and is equipped with fixed threaded rod, fixed threaded rod's.
Preferably, through holes are formed in two sides of the main body supporting column, and the positions of the through holes in the two sides of the main body supporting column correspond to the positions of the threaded rod mounting holes.
Preferably, the inside of the central fixing block is hollow, and the outer wall of the central fixing block is provided with a through hole corresponding to the position of the threaded rod mounting hole.
Preferably, the support post clamping grooves are positioned on the central line of the support steel beam main body, and the internal shapes of the support post clamping grooves are matched with the section of the main body support post.
Preferably, the number of the supporting blocks is 2, and the supporting blocks are symmetrically distributed about the central line of the central fixing block.
Preferably, the threaded rod mounting hole is internally frustum-shaped, and the internal area of the end of the threaded rod mounting hole close to the fixed nut is larger than the internal area of the end of the threaded rod mounting hole far away from the fixed nut.
Compared with the prior art, the beneficial effects of the utility model are that: this steel structure earthquake-resistant structure for building engineering is provided with reinforced structure, can improve the installation effect at connection position, avoids connection position the condition of dislocation to appear, improves antidetonation effect. The device's main part support column both sides through-hole plays the effect that holds fixed threaded rod, make fixed threaded rod wear out in can following main part support column both sides through-hole, and the inside of threaded rod mounting hole is the terrace with edge shape, make things convenient for fixed threaded rod to penetrate in the threaded rod mounting hole like this, and the supporting shoe of center fixed block both sides can push up on main part support column inner wall, support the inboard of main part support column, avoid main part support column outer wall installation fixation nut's the condition that caves in appears in the position, and the support column draw-in groove can block main part support column upper end position, avoid the main part support column and support the condition that appears the dislocation.
Drawings
FIG. 1 is a schematic structural view of the steel structure earthquake-resistant structure for construction engineering of the present invention;
FIG. 2 is a sectional view taken along the line A-A in the steel structure earthquake-resistant structure drawing 1 of the present invention for construction;
fig. 3 is the utility model relates to a steel construction earthquake-resistant structure center fixed block schematic structure for building engineering.
In the figure: 1. support girder steel main part, 2, fixation nut, 3, fixed threaded rod, 4, main part support column, 5, central fixed block, 6, support column draw-in groove, 7, supporting shoe, 8, threaded rod mounting hole.
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. 1-3, the present invention provides a technical solution: a steel structure anti-seismic structure for building engineering comprises a supporting steel beam main body 1, wherein the section of the supporting steel beam main body 1 is H-shaped, a supporting column clamping groove 6 is formed in the lower end face of the supporting steel beam main body 1, a central fixing block 5 is welded in the central part of the supporting column clamping groove 6, a main supporting column 4 is further arranged in the supporting column clamping groove 6, through holes are formed in two sides of the main supporting column 4, the positions of the through holes in the two sides of the main supporting column 4 correspond to the positions of threaded rod mounting holes 8, the through holes in the two sides of the main supporting column 4 of the structure can be aligned to the positions of the threaded rod mounting holes 8, so that a fixed threaded rod 3 can accurately enter the threaded rod mounting holes 8 through the through holes in the outer wall of the main supporting column 4, the supporting column clamping groove 6 is positioned on the central line of, the upper end of a main body supporting column 4 can be clamped by the supporting column clamping groove 6 with the structure, so that the upper end of the main body supporting column 4 is not easy to displace at the lower end of a supporting steel beam main body 1, the outer wall of a central fixing block 5 is welded with a rectangular supporting block 7, the outer wall of the supporting block 7 is provided with a threaded rod mounting hole 8, a fixing threaded rod 3 is inserted into the threaded rod mounting hole 8, the inner part of the central fixing block 5 is hollow, the outer wall of the central fixing block 5 is provided with a through hole corresponding to the threaded rod mounting hole 8, the central fixing block 5 of the structure plays a role of fixing the supporting block 7, so that the supporting block 7 can be propped against the inner side of the main body supporting column 4, meanwhile, the through hole on the outer wall of the central fixing block 5 plays a role of containing the fixing threaded rod 3, so that the fixing threaded rod, supporting shoe 7 of this structure can push up the inboard at main part support column 4, can push up the through-hole inboard of main part support column 4, make 4 through-hole positions of main part support column sunken circumstances appear, improve main part support column 4's fixed effect, threaded rod mounting hole 8 is inside to be frustum shape, and the nearly fixation nut 2 end inner area of threaded rod mounting hole 8 is greater than the 2 end inner areas of the 8 distant fixation nuts of threaded rod mounting hole, the threaded rod mounting hole 8's of this structure lateral surface is bulky great, make things convenient for the setting work of fixed threaded rod 3 like this, fixed threaded rod 3 is difficult to push up supporting shoe 7 when entering into threaded rod mounting hole 8 inside, the both ends cover of fixed threaded rod 3 is equipped with fixation nut 2.
The working principle is as follows: when the steel structure earthquake-resistant structure for the building engineering is used, a main body supporting column 4 of the device is arranged at a proper place, then a central fixing block 5 at the lower end of a supporting steel beam main body 1 is inserted into the inner side of the upper end of the main body supporting column 4, the upper end of the main body supporting column 4 can be clamped in a supporting column clamping groove 6, then a fixing threaded rod 3 passes through a through hole in the outer wall of the main body supporting column 4 and enters a threaded rod mounting hole 8, the area of the outer ring of the threaded rod mounting hole 8 is large, the fixing threaded rod 3 conveniently passes through the threaded rod mounting hole 8 until the threaded rod mounting hole 8 passes through the through hole of the central fixing block 5 and penetrates out of a supporting block 7 at the other side of the central fixing block 5, finally two ends of the fixing threaded rod 3 are fixed through fixing nuts 2, and in the using process, avoid 4 outer wall installation fixation nuts 2 of main part support column the position condition of caving in to appear, 4 upper ends of main part support column can block in support column draw-in groove 6 in addition, and main part support column 4 is difficult to break away from in the support column draw-in groove 6, improves the connection effect of main part support column 4 and support girder steel main part 1 to accomplish a series of work.
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 (6)
1. The utility model provides a steel construction earthquake-resistant structure for building engineering, includes support girder steel main part (1), its characterized in that: the section of supporting girder steel main part (1) is "H" shape, and the lower terminal surface that supports girder steel main part (1) has seted up support column draw-in groove (6) to support column draw-in groove (6) center part welding has central fixed block (5), there is support column draw-in groove (6) inside still to be equipped with main part support column (4), the outer wall welding of central fixed block (5) has supporting shoe (7) of rectangle, and supporting shoe (7) outer wall seted up threaded rod mounting hole (8) to threaded rod mounting hole (8) inside is inserted and is equipped with fixed threaded rod (3), the both ends cover of fixed threaded rod (3) is equipped with fixation nut (2).
2. The steel structure earthquake-resistant structure for construction engineering according to claim 1, wherein: through holes are formed in two sides of the main body supporting column (4), and the positions of the through holes in the two sides of the main body supporting column (4) correspond to the positions of the threaded rod mounting holes (8).
3. The steel structure earthquake-resistant structure for construction engineering according to claim 1, wherein: the inner part of the central fixing block (5) is hollow, and a through hole corresponding to the threaded rod mounting hole (8) is formed in the outer wall of the central fixing block (5).
4. The steel structure earthquake-resistant structure for construction engineering according to claim 1, wherein: the support column clamping grooves (6) are located on the central line of the support steel beam main body (1), and the internal shapes of the support column clamping grooves (6) are matched with the section of the main body support column (4).
5. The steel structure earthquake-resistant structure for construction engineering according to claim 1, wherein: the number of the supporting blocks (7) is 2, and the supporting blocks (7) are symmetrically distributed around the central line of the central fixing block (5).
6. The steel structure earthquake-resistant structure for construction engineering according to claim 1, wherein: the threaded rod mounting hole (8) is internally frustum-shaped, and the inner area of the end, close to the fixing nut (2), of the threaded rod mounting hole (8) is larger than the inner area of the end, far away from the fixing nut (2), of the threaded rod mounting hole (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021006438.8U CN212427521U (en) | 2020-06-04 | 2020-06-04 | Steel structure earthquake-resistant structure for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021006438.8U CN212427521U (en) | 2020-06-04 | 2020-06-04 | Steel structure earthquake-resistant structure for building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212427521U true CN212427521U (en) | 2021-01-29 |
Family
ID=74272951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021006438.8U Withdrawn - After Issue CN212427521U (en) | 2020-06-04 | 2020-06-04 | Steel structure earthquake-resistant structure for building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212427521U (en) |
-
2020
- 2020-06-04 CN CN202021006438.8U patent/CN212427521U/en not_active Withdrawn - After Issue
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213682497U (en) | Steel construction support truss convenient to equipment | |
| CN212427521U (en) | Steel structure earthquake-resistant structure for building engineering | |
| CN212689234U (en) | Steel structure support for industrial factory building | |
| CN211229736U (en) | Reinforcing device for angle steel of main column of angle steel tower | |
| CN110847011A (en) | Steel trestle bailey sheet fixing device and fixing method thereof | |
| CN216973729U (en) | Steel structure node connecting device | |
| CN110499826B (en) | Connecting structure between beam column and beam of steel structure factory building | |
| CN221167413U (en) | Assembled trestle convenient to equipment | |
| CN220538871U (en) | Woodworking processing shed | |
| CN219219347U (en) | Connection structure of steel structural beam | |
| CN213710058U (en) | Seamless concatenation dysmorphism board of people's villa | |
| CN217537298U (en) | Deformed steel structure beam column | |
| CN216787420U (en) | Stand column for steel structure supporting | |
| CN219711063U (en) | Roof face side safety device for parapet | |
| CN213539306U (en) | Light gauge steel truss girder ALC board assembled integrated configuration | |
| CN217782916U (en) | Wall purline mounting and supporting tool | |
| CN219033730U (en) | Assembled building steel structure roof truss | |
| CN220364860U (en) | Quick-mounting plate type bridge panel structure | |
| CN213014727U (en) | Steel construction is connected to platform formula girder steel | |
| CN215715995U (en) | Assembled steel structure node for connecting inhaul cable | |
| CN215760437U (en) | Truss floor support plate | |
| CN214291674U (en) | Stiff column skeleton supporting platform | |
| CN220768812U (en) | Flower basket type cantilever I-steel connecting device for corners | |
| CN216156797U (en) | Reinforced structure for steel structure connection | |
| CN219671677U (en) | Welding-free connection structure for steel structural column and beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240430 Address after: Room 105, No. 3 Xinglin Road, Linzhou City, Anyang City, Henan Province, 455000 Patentee after: Henan Hengsen Construction Engineering Co.,Ltd. Country or region after: China Address before: No.77, Hongzhuan Road, Jinshui District, Zhengzhou City, Henan Province, 450000 Patentee before: Henan Aerospace Construction Engineering Co.,Ltd. Country or region before: China |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20210129 Effective date of abandoning: 20240523 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20210129 Effective date of abandoning: 20240523 |