CN210342238U - Large-span factory building steel construction beam column - Google Patents
Large-span factory building steel construction beam column Download PDFInfo
- Publication number
- CN210342238U CN210342238U CN201920932019.8U CN201920932019U CN210342238U CN 210342238 U CN210342238 U CN 210342238U CN 201920932019 U CN201920932019 U CN 201920932019U CN 210342238 U CN210342238 U CN 210342238U
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- connecting rod
- factory building
- wall
- building steel
- beam column
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- Expired - Fee Related
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Abstract
The utility model relates to the technical field of building, and a large-span factory building steel structure beam column is disclosed, including the girder, girder outer wall and backup pad inner wall connection, the outside cover of girder is equipped with the supporting shoe, supporting shoe outer wall connection has the connecting block, the through hole has been seted up at the connecting block top, the backup pad top is connected with connecting rod one, a connecting rod top run through the through hole and extend to the connecting block top, connecting rod one through powerful bolt one and connecting block fixed connection. The utility model discloses a set up connecting plate, slope post, connecting rod two, connecting rod three, connecting rod four, connecting rod five, connecting rod six and connecting rod seven, utilize the three slope post of connecting plate bottom to set up to the rhombus toper form, utilize connecting rod two, connecting rod four and connecting rod five shapes to be the rhombus taper to it is stable to have reached to be connected between strutbeam and the girder, can increase and bear, satisfies the purpose of frequent vibrations area's demand.
Description
Technical Field
The utility model relates to a building technical field specifically is a large-span factory building steel construction beam column.
Background
The steel structure is mainly used for a bearing framework of a heavy workshop, a factory building structure under the action of dynamic load, a plate shell structure, a high-rise television tower and mast structure, a bridge, a warehouse and the like.
The existing beam column generally comprises a main beam and a supporting beam, and the existing main beam and the supporting beam are not stable enough at the joint, have insufficient bearing capacity and are difficult to meet the use of houses in frequent earthquake areas.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a large-span factory building steel construction beam column has reached and has been connected stably between strutbeam and the girder, can increase and bear, satisfies the purpose of frequent vibrations area's demand.
In order to achieve the above object, the utility model provides a following technical scheme: a large-span factory building steel structure beam column comprises a main beam, wherein the outer wall of the main beam is connected with the inner wall of a supporting plate, the outer part of the main beam is sleeved with a supporting block, the outer wall of the supporting block is connected with a connecting block, a through hole is formed in the top of the connecting block, the top of the supporting plate is connected with a first connecting rod, the top of the first connecting rod penetrates through the through hole and extends to the position above the connecting block, the first connecting rod is fixedly connected with the connecting block through a first strong bolt, the top of the supporting block is connected with inclined columns, the top of each inclined column is connected with the bottom of a connecting plate, the bottom of one connecting plate is connected with three inclined columns, the connecting plate is fixed at the bottom of a fixed plate through a second strong bolt, the top of the fixed, the connecting rod five outer wall and the connecting rod four outer wall are connected with the three ends of the connecting rod, the connecting rod two outer wall and the connecting rod four outer wall are connected with the seven ends of the connecting rod, the connecting rod two outer wall and the connecting rod five outer wall are connected with the six ends of the connecting rod, a slot is formed in the top of the connecting rod five, and the inner wall of the slot is welded with the outer wall of the bottom of the supporting beam.
Preferably, the three inclined columns are arranged obliquely to each other, and the three inclined columns are in a triangular pyramid shape.
Preferably, the connecting rod five, the connecting rod four and the connecting rod two are mutually obliquely arranged, and the connecting rod five, the connecting rod four and the connecting rod two are triangular pyramidal.
Preferably, an outer diameter of the connecting rod is consistent with the aperture of the through hole.
Preferably, the support plate is annular in shape.
Preferably, the number of the connecting plates is four, and the four connecting plates are distributed on four sides above the main beam.
The utility model provides a large-span factory building steel construction beam column. The method has the following beneficial effects:
(1) the utility model discloses a set up connecting plate, slope post, connecting rod two, connecting rod three, connecting rod four, connecting rod five, connecting rod six and connecting rod seven, utilize the three slope post of connecting plate bottom to set up to the rhombus toper form, utilize connecting rod two, connecting rod four and connecting rod five shapes to be the rhombus taper to it is stable to have reached to be connected between strutbeam and the girder, can increase and bear, satisfies the purpose of frequent vibrations area's demand.
(2) The utility model discloses a set up powerful bolt one and powerful bolt two, utilize powerful bolt one and powerful bolt two can dismantle the connection with connecting plate and connecting block, reached the purpose that facilitates the use.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a top view of the tilt column of the present invention;
FIG. 3 is a top view of the connecting rod of the present invention;
fig. 4 is a top view and a cross-sectional view of the connecting block of the present invention.
In the figure: the main beam 1, the supporting plate 2, the connecting rod I3, the connecting block 4, the strong bolt I5, the supporting block 6, the inclined column 7, the connecting plate 8, the strong bolt II 9, the fixing plate 10, the connecting rod II 11, the supporting beam 12, the connecting rod III 13, the connecting rod IV 14, the connecting rod V15, the slot 16, the connecting rod VI 17, the connecting rod VII 18 and the through hole 19.
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.
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 exemplary and intended to be used for explaining the present invention, and should not be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", and the like, indicate the orientation or positional relationship indicated based on the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
As shown in fig. 1-4, the utility model provides a technical solution: a large-span factory building steel structure beam column comprises a main beam 1, the outer wall of the main beam 1 is fixedly connected with the inner wall of a supporting plate 2, the supporting plate 2 is in a ring shape, a supporting block 6 is sleeved outside the main beam 1, the outer wall of the supporting block 6 is fixedly connected with a connecting block 4, a through hole 19 is formed in the top of the connecting block 4, the top of the supporting plate 2 is fixedly connected with a connecting rod I3, the top of the connecting rod I3 penetrates through the through hole 19 and extends to the upper side of the connecting block 4, the outer diameter of the connecting rod I3 is consistent with the diameter of the through hole 19, the connecting rod I3 is fixedly connected with the connecting block 4 through a strong bolt I5, the top of the supporting block 6 is fixedly connected with an inclined column 7, the top of the inclined column 7 is fixedly connected with the bottom of a connecting plate 8, three, through setting up powerful bolt one 5 and powerful bolt two 9, utilize powerful bolt one 5 and powerful bolt two 9 with connecting plate 8 and connecting block 4 can be dismantled and connect, reached the purpose that facilitates the use, the quantity of connecting plate 8 is four, four connecting plates 8 distribute in four sides above the girder 1, fixed plate 10 top fixedly connected with connecting rod five 15, connecting rod five 15 outer wall fixedly connected with connecting rod four 14, the back of connecting rod five 15 and connecting rod two 11 one end fixed connection, connecting rod two 11 and connecting rod four 14 bottom all with fixed plate 10 top fixed connection, connecting rod five 15 outer wall and connecting rod four 14 outer wall and connecting rod three 13 both ends fixed connection, connecting rod two 11 outer wall and connecting rod four 14 outer wall and connecting rod seven 18 both ends fixed connection, connecting rod two 11 outer walls and connecting rod five 15 outer walls and connecting rod six 17 both ends fixed connection, connecting rod five 15, Connecting rod four 14 and connecting rod two 11 slope setting each other, and connecting rod five 15, connecting rod four 14 and connecting rod two 11 are triangular pyramid, slot 16 has been seted up at connecting rod five 15 tops, slot 16 inner wall and the welding of 12 bottom outer walls of corbel, through setting up connecting plate 8, oblique column 7, connecting rod two 11, connecting rod three 13, connecting rod four 14, connecting rod five 15, connecting rod six 17 and connecting rod seven 18, three oblique column 7 that utilizes connecting plate 8 bottom sets up to the triangular pyramid form, utilize connecting rod two 11, connecting rod four 14 and connecting rod five 15 shapes are triangular pyramid, thereby it is stable to have reached to be connected between corbel 12 and the girder 1, can increase and bear, satisfy the purpose in the demand in frequent vibrations area.
When the support beam device is used, when the support beam 12 is stressed, the stress on the support beam 12 can be decomposed by the connecting rod five 15 and the connecting rod four 14 which are arranged through the triangular pyramid, the connecting rod two 12 and the inclined column 7 which is arranged in the triangular pyramid shape, and the design of the triangular pyramid shape also has stability, so that the purposes of stable connection between the support beam 12 and the main beam 1, load increase and meeting the requirements of frequent vibration areas are achieved.
To sum up, the utility model discloses a set up connecting plate 8, the slope post 7, connecting rod two 11, connecting rod three 13, connecting rod four 14, connecting rod five 15, connecting rod six 17 and connecting rod seven 18, utilize the three slope post 7 of connecting plate 8 bottom to set up to the rhombus toper form, utilize connecting rod two 11, connecting rod four 14 and connecting rod five 15 shapes are the rhombus toper, thereby it is stable to have reached to be connected between corbel 12 and the girder 1, can increase and bear, satisfy the purpose in frequent vibrations area's demand, through setting up powerful bolt one 5 and powerful bolt two 9, utilize powerful bolt one 5 and powerful bolt two 9 can the dismantlement connection with connecting plate 8 and connecting block 4, the purpose that facilitates the use has been reached.
The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides a large-span factory building steel structure beam column, includes girder (1), its characterized in that: the outer wall of the main beam (1) is connected with the inner wall of the supporting plate (2), the supporting block (6) is sleeved outside the main beam (1), the outer wall of the supporting block (6) is connected with the connecting block (4), the top of the connecting block (4) is provided with a through hole (19), the top of the supporting plate (2) is connected with the first connecting rod (3), the top of the first connecting rod (3) penetrates through the through hole (19) and extends to the upper part of the connecting block (4), the first connecting rod (3) is fixedly connected with the connecting block (4) through a first strong bolt (5), the top of the supporting block (6) is connected with the inclined column (7), the top of the inclined column (7) is connected with the bottom of the connecting plate (8), the bottom of one connecting plate (8) is connected with three inclined columns (7), and the connecting plate, the utility model discloses a concrete bridge structure, including fixed plate (10), connecting rod five (15) outer wall connection has connecting rod four (14), the five (15) backs of connecting rod are connected with two (11) one ends of connecting rod, connecting rod two (11) and four (14) bottoms of connecting rod all are connected with fixed plate (10) top, five (15) outer walls of connecting rod and four (14) outer walls of connecting rod are connected with three (13) both ends of connecting rod, connecting rod two (11) outer walls and four (14) outer walls of connecting rod are connected with seven (18) both ends of connecting rod, connecting rod two (11) outer walls and five (15) outer walls of connecting rod are connected with six (17) both ends of connecting rod, slot (16) have been seted up at five (15) tops of connecting rod, slot (16) inner wall and corbel (12) bottom outer.
2. The large-span factory building steel structure beam column of claim 1, characterized in that: the three inclined columns (7) are arranged in an inclined mode, and the three inclined columns (7) are in a triangular pyramid shape.
3. The large-span factory building steel structure beam column of claim 1, characterized in that: the connecting rod five (15), the connecting rod four (14) and the connecting rod two (11) are mutually obliquely arranged, and the connecting rod five (15), the connecting rod four (14) and the connecting rod two (11) are in a triangular pyramid shape.
4. The large-span factory building steel structure beam column of claim 1, characterized in that: the outer diameter of the first connecting rod (3) is consistent with the aperture of the through hole (19).
5. The large-span factory building steel structure beam column of claim 1, characterized in that: the supporting plate (2) is annular.
6. The large-span factory building steel structure beam column of claim 1, characterized in that: the number of the connecting plates (8) is four, and the four connecting plates (8) are distributed on four sides above the main beam (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920932019.8U CN210342238U (en) | 2019-06-19 | 2019-06-19 | Large-span factory building steel construction beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920932019.8U CN210342238U (en) | 2019-06-19 | 2019-06-19 | Large-span factory building steel construction beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210342238U true CN210342238U (en) | 2020-04-17 |
Family
ID=70186837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920932019.8U Expired - Fee Related CN210342238U (en) | 2019-06-19 | 2019-06-19 | Large-span factory building steel construction beam column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210342238U (en) |
-
2019
- 2019-06-19 CN CN201920932019.8U patent/CN210342238U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200417 Termination date: 20210619 |