CN210002555U - novel steel structure assembly type building - Google Patents
novel steel structure assembly type building Download PDFInfo
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- CN210002555U CN210002555U CN201822266538.3U CN201822266538U CN210002555U CN 210002555 U CN210002555 U CN 210002555U CN 201822266538 U CN201822266538 U CN 201822266538U CN 210002555 U CN210002555 U CN 210002555U
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- bearing beam
- spandrel girder
- bearing
- socket
- column
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Abstract
The utility model discloses an novel steel construction prefabricated construction, in the actual assembly process, earlier peg graft fixedly with the second spandrel girder spandrel girder, the grafting piece through second spandrel girder 0 end inserts the interface that spandrel girder end set up promptly, make spandrel girder and second spandrel girder fixed connection, grafting structure makes spandrel girder and second spandrel girder connection area increase, the structure of spandrel girder is more firm, steel construction building's stability is better, the top of being fixed in the spandrel girder is supported with the mutual grafting position of the spandrel girder that will peg graft fixed and second spandrel girder again, the atress homodisperse of spandrel girder and second spandrel girder can be to the spandrel girder, the spandrel girder is firmly just simple to operate with the bearing column firm in connection, the structure of the steel construction of building is more firm.
Description
Technical Field
The utility model belongs to the technical field of the building technique and specifically relates to indicate novel steel construction assembly type buildings.
Background
The assembly type building is a building formed by assembling prefabricated components on a construction site, and has the advantages of high construction speed, small restriction on climate conditions, labor saving and building quality improvement.
In view of the above, the present inventors have made extensive conception on the defects and inconveniences caused by the imperfect structural design, and have developed and designed the present application by actively researching, improving and trying on the defects and inconveniences.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide novel steel construction prefabricated construction sets up grafting structure between spandrel girder and second spandrel girder, and connection area increases, and the structure of spandrel girder is more firm, and steel construction building's stability is better.
In order to achieve the above purpose, the solution of the present invention is:
novel steel structure fabricated building, including the room body of steel construction, set up spandrel girder and heel post in the room body, the spandrel girder is including connecting the 0 th spandrel girder and the second spandrel girder that rise at , th spandrel girder end is equipped with the interface, the end of second spandrel girder is equipped with the plug-in block that inserts the interface, the interface and the plug-in block are pegged graft each other fixedly and support the top of being fixed in the heel post.
And gaps among the bearing beam, the second bearing beam and the bearing column are fixed at the position in a welding mode.
The spandrel girder, the second spandrel girder and the spandrel column adopt the bolt mode to fix in , the bolt passes the interface, the inserted block and the spandrel column lock solid is in plays.
The bearing beam is also provided with a third bearing beam and a fourth bearing beam which are connected at , a second inserting port is arranged at the end of the third bearing beam , a second inserting block which is inserted into the second inserting port is arranged at the end of of the fourth bearing beam, the second inserting port and the second inserting block are mutually inserted and fixed, and the inserting port and the second inserting port are vertically erected at and supported at the top end of the bearing column.
The th socket and the second socket are erected to a height equal to the height of the load-bearing beam.
The heights of the th socket and the second socket are half of the height of the bearing beam.
The plug interface is erected above the second plug interface, the plug interface is positioned at the upper half part of the end of the bearing beam, the second plug interface is positioned at the lower half part of the third bearing beam, or the second plug interface is erected above the plug interface, the plug interface is positioned at the lower half part of the end of the bearing beam, and the second plug interface is positioned at the upper half part of the third bearing beam.
And gaps among the bearing beam, the second bearing beam, the third bearing beam, the fourth bearing beam and the bearing column are fixed at by adopting a welding mode.
The spandrel girder, the second spandrel girder, the third spandrel girder, the fourth spandrel girder and the spandrel column are fixed at the position of by bolts, and the bolts penetrate through the th inserting port, the th inserting block, the second inserting port, the second inserting block and the spandrel column and are locked at the position of .
The bolt mode sets up four bolts, and four bolts are close to respectively in the end middle part of spandrel girder, second spandrel girder, third spandrel girder, fourth spandrel girder.
After the structure is adopted, the utility model discloses a novel steel construction prefabricated construction, in actual assembly process, earlier peg graft fixedly with the second spandrel girder spandrel girder, insert the interface that spandrel girder end set up through the grafting piece of second spandrel girder 0 end promptly, make spandrel girder and second spandrel girder fixed connection, grafting structure makes the increase of spandrel girder and second spandrel girder connection area, the structure of spandrel girder is more firm, steel construction building's stability is better, the top of being fixed in the spandrel girder is supported with the mutual grafting position of spandrel girder that the grafting is fixed well again and second spandrel girder, but the atress uniform dispersion of spandrel girder and second spandrel girder is to the spandrel girder on, firm in connection and simple to operate of spandrel girder and bearing, the structure of the steel construction built is more firm.
Drawings
FIG. 1 is a schematic structural view of the steel structure fabricated building of the present invention;
FIG. 2 is an exploded view of the present invention;
fig. 3 is an assembly view of the present invention;
FIG. 4 is a cross-sectional view taken along the direction A-A of the present invention;
fig. 5 is a sectional view in the direction B-B of the present invention.
Description of the symbols
1-house body
2-bearing beam
21 st st spandrel girder 211 st th socket
22-second bearing beam 221- th insertion block
23-third bearing beam 231-second interface
24-fourth bearing beam 241-second plug-in block
3-bearing column
4-bolt.
Detailed Description
In order to further explain the technical solution of the present invention, the present invention is explained in detail by the following embodiments.
Referring to fig. 1-5, the utility model discloses an novel steel construction fabricated buildings, including the room body 1 of steel construction, set up spandrel girder 2 and the heel post in room body 1, spandrel girder 2 is including the 0 th spandrel girder 21 and the second spandrel girder 22 of connecting in plays, spandrel girder 21 end is equipped with the interface 211, the end of second spandrel girder 22 is equipped with the plug-in piece 221 of inserting interface 211, interface 211 and the top that the inboard piece 221 of 86 inserted and fixed and supported the heel post of being fixed in the grafting each other.
The utility model discloses a novel steel construction prefabricated construction, in the actual assembly process, earlier peg graft fixedly spandrel girder 21 and second spandrel girder 22, insert the interface 211 that spandrel girder 21 end set up through the grafting piece 221 of second spandrel girder 22 0 end promptly, make spandrel girder 21 and second spandrel girder 22 fixed connection, grafting structure makes the increase of area is connected with second spandrel girder 22 to the spandrel girder 21, spandrel girder 2's structure is more firm, steel construction building's stability is better, the top that is fixed in spandrel girder 3 is supported with the mutual grafting position of the fixed spandrel girder 21 of pegging graft again, the atress homodisperse of spandrel girder 21 and second spandrel girder 22 can the homodisperse column 3 on, spandrel girder 2 and spandrel girder 3's firm in connection and simple to operate, the structure of building of steel construction is more firm.
Preferably, gaps among the bearing beam 21, the second bearing beam 22 and the bearing column are fixed at the position in a welding mode, the bearing beam 21 and the second bearing beam 22 which are spliced and fixed in advance are welded with each other, and the bearing beam is welded at the top end of the bearing column, so that the bearing beam 21 and the second bearing beam 22 are fixedly connected and are firmly connected with the bearing column at the same time.
Preferably, the spandrel girder 21, the second spandrel girder 22 and the spandrel column are fixed at the position of by bolts, the bolts pass through the 0 th insertion port 211, the th insertion block 221 and the spandrel column and are locked at the position of , the th insertion block 221 is inserted into the th insertion port 211, the spandrel girder 21 is connected with the second spandrel girder 22, the th spandrel girder 21 and the second spandrel girder 22 are locked at the upper end of the spandrel column by the bolts passing through the connecting part of the th spandrel girder 21 and the second spandrel girder 22, the stability among the spandrel girder 21, the second spandrel girder 22 and the spandrel column is enhanced, and the structure.
Preferably, the bearing beam 2 further comprises a third bearing beam 23 and a fourth bearing beam 24 which are connected to , a second inserting port 231 is arranged at the end of the third bearing beam 23 , a second inserting block 241 inserted into the second inserting port 231 is arranged at the end 0 of the fourth bearing beam 24, the second inserting port 231 and the second inserting block 241 are inserted and fixed with each other, the first inserting port 211 and the second inserting port 231 are erected vertically above and below 2 and supported at the top end of the bearing column, the second inserting block at the end of the fourth bearing beam 24 is inserted into the second inserting port 231 arranged at the end of the third bearing beam 23 364, the third bearing beam 23 and the fourth bearing beam 24 are connected in an inserting manner, the connecting area of the first inserting port 211 and the second inserting port 231 is increased, the assembled bearing beam 2 has stronger structural strength, the transverse bearing beam 2 and the longitudinal bearing beam 2 are supported on the bearing column 3 because the building generally has the transverse bearing beam 2 and the longitudinal bearing beam 2 and the bearing beam 2 are supported on the bearing column 3 firmly, wherein the second inserting port 21 and the second inserting beam 21 and the third bearing beam 23 are connected firmly, the connecting port , the bearing beam 21 and the connecting beam 23, the connecting structure can be connected firmly, the connecting port , and the connecting structure can be connected together, and the connecting structure can be prevented from being spliced together by the third bearing beam 211 and the bearing beam 21 and the connecting port 231, the bearing beam 21 and the connecting port 21 and the connecting structure of the existing bearing beam 21 and the existing bearing beam 23, and the bearing beam 21, and the bearing beam 23, and the existing bearing beam 23, and the bearing beam 23.
Preferably, the socket 211 and the second socket 231 are erected at to have a height equal to the height of the bearing beam 2, wherein the socket 211 and the second socket 231 have a height half of of the height of the bearing beam 2, when the socket 211 and the second socket 231 are erected at to have a height equal to of the bearing beam 2, so that the bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24 are fixed at , the crossing shape does not increase the height of the bearing beam 2 to reduce the indoor space, and the increase of the overall height of the bearing beam 2 when the existing transverse bearing beam and the existing longitudinal bearing beam 2 intersect is avoided, the space between the bearing beam 2 and the floor is influenced, and the overall house space is reduced.
Preferably, the th socket 211 is erected above the second socket 231, the th socket 211 is positioned on the upper half part of the 21 end of the 0 th bearing beam 21, the second socket 231 is positioned on the lower half part of the third bearing beam 23, or the second socket 231 is erected above the th socket 211, the th socket 211 is positioned on the lower half part of the end of the th bearing beam 21, the second socket 231 is positioned on the upper half part of the third bearing beam 23, the th socket 211 and the second socket 231 are erected on the upper end of the bearing column, the th bearing beam 21 is attached to the third bearing beam 23, the erected height is equal to that of the bearing beam 2, and the structure is compact and stable.
Preferably, gaps among the bearing beam 21, the second bearing beam 22, the third bearing beam 23, the fourth bearing beam 24 and the bearing column are fixed at the position of in a welding mode, the bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24 which are inserted and fixed in advance are welded at the top end of the bearing column, and the bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24 are fixedly connected and are simultaneously and firmly connected with the bearing column.
Preferably, the spandrel girder 21, the second spandrel girder 22, the third spandrel girder 23, the fourth spandrel girder 24 and the spandrel column are fixed at position by bolts, the bolts pass through the socket 211, the socket block 221, the second socket 231, the second socket block 241 and the spandrel column and are locked at position , the socket block 221 is inserted into the socket 211, the second socket block 241 is inserted into the second socket 231, the spandrel girder 21, the second spandrel girder 22, the third spandrel girder 23 and the fourth spandrel girder 24 are locked at the upper end of the spandrel column by the bolts, so that the stability among the spandrel girder 21, the second spandrel girder 22, the third spandrel girder 23, the fourth spandrel girder 24 and the spandrel column is enhanced, and the structure is firmer.
Preferably, the bolts 4 are four bolts, the four bolts are respectively close to the middle parts of the end parts of the th bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24, the four bolts 4 are locked at the end parts of the connecting positions of the th bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24, and the th bearing beam 21, the second bearing beam 22, the third bearing beam 23 and the fourth bearing beam 24 are connected with each other more firmly and are connected with the bearing column 3 more firmly.
The above embodiments and drawings do not limit the form and style of the present invention, and any suitable changes or modifications made by those skilled in the art should not be considered as departing from the scope of the present invention.
Claims (8)
- The novel steel structure assembly type building is characterized by comprising a steel structure house body, a bearing beam and a bearing column, wherein the bearing beam and the bearing column are arranged in the house body, the bearing beam comprises a th bearing beam and a second bearing beam which are connected to the end , the 2 nd end of the th bearing beam is provided with a th insertion port, the end of the second bearing beam is provided with a insertion block which is inserted into a th insertion port, the th insertion port and the th insertion block are mutually inserted and fixed and supported and fixed at the top end of the bearing column, gaps among the th bearing beam, the second bearing beam and the bearing column are fixed to the end in a welding mode through bolts, and the bolts penetrate through the th insertion port, the insertion block and the bearing column and are locked and fixed to .
- 2. The novel steel structure fabricated building of claim 1, wherein the bearing beam further comprises a third bearing beam and a fourth bearing beam connected at , a second inserting port is arranged at the end of the third bearing beam, a second inserting block inserted into the second inserting port is arranged at the end of the fourth bearing beam, the second inserting port and the second inserting block are inserted and fixed with each other, and the inserting port and the second inserting port are vertically erected at and supported at the top end of the bearing column.
- 3. The assembled steel structure building as recited in claim 2, wherein said th and second sockets are erected to a height equal to the height of said load-bearing beam.
- 4. The novel steel structure fabricated building of claim 3, wherein the height of the th socket and the second socket is half of the height of the bearing beam.
- 5. A novel steel structure fabricated building as claimed in claim 4, wherein the socket is erected above the second socket, the socket is located at the upper half of end of the bearing beam, the second socket is located at the lower half of the third bearing beam, or the second socket is erected above the socket, the socket is located at the lower half of end of the bearing beam, and the second socket is located at the upper half of the third bearing beam.
- 6. The assembled building with the steel structure as claimed in claim 2, wherein the bearing beams, the second bearing beam, the third bearing beam, the fourth bearing beam and the bearing column are welded together to form a gap, and the gap is fixed at .
- 7. The assembled steel structure building of claim 2, wherein the th spandrel girder, the second spandrel girder, the third spandrel girder, the fourth spandrel girder and the spandrel column are fixed at position by bolts, and the bolts pass through the th inserting port, the th inserting block, the second inserting port, the second inserting block and the spandrel column and are locked at position .
- 8. The assembled building with the steel structure as claimed in claim 7, wherein the bolts are four bolts respectively near the middle of the ends of the th, second, third and fourth bearing beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822266538.3U CN210002555U (en) | 2018-12-29 | 2018-12-29 | novel steel structure assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822266538.3U CN210002555U (en) | 2018-12-29 | 2018-12-29 | novel steel structure assembly type building |
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| Publication Number | Publication Date |
|---|---|
| CN210002555U true CN210002555U (en) | 2020-01-31 |
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ID=69299309
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822266538.3U Active CN210002555U (en) | 2018-12-29 | 2018-12-29 | novel steel structure assembly type building |
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| Country | Link |
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| CN (1) | CN210002555U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
-
2018
- 2018-12-29 CN CN201822266538.3U patent/CN210002555U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501993A (en) * | 2020-05-07 | 2020-08-07 | 沈荣芳 | Splicing type building steel frame assembly structure and assembly method thereof |
| CN111501993B (en) * | 2020-05-07 | 2022-01-28 | 山东永固钢结构集团有限公司 | Splicing type building steel frame assembly structure and assembly method thereof |
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