CN208105587U - A kind of steel structure earthquake-resistant workshop - Google Patents
A kind of steel structure earthquake-resistant workshop Download PDFInfo
- Publication number
- CN208105587U CN208105587U CN201820522570.0U CN201820522570U CN208105587U CN 208105587 U CN208105587 U CN 208105587U CN 201820522570 U CN201820522570 U CN 201820522570U CN 208105587 U CN208105587 U CN 208105587U
- Authority
- CN
- China
- Prior art keywords
- wall
- column
- welded
- pedestal
- arched girder
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of steel structure earthquake-resistant workshops, including pedestal, column, arched girder, crossbeam, purlin, wall and roof, pedestal is rectangular frame structure, column is equally distributed on pedestal, column bottom end is connect by connecting plate with pedestal, and the top of adjacent columns is welded with crossbeam, and the top of opposite column is welded with arched girder, one group of purlin is respectively welded between adjacent arcuate beam, wall is equipped with windowpane.The utility model is by the way that column to be fixed on the base, and when an earthquake occurs, workshop can shake together with pedestal, and shock resistance is stronger；Wall is equipped with windowpane, and lighting performance is relatively good；The roof of steel-structure factory building uses color steel tile battenboard, keeps the temperature, is heat-insulated, light, high-strength, adjacent column top is welded with crossbeam, and opposite column top is welded with arched girder, and structural strength is big, and bearing capacity is big；It is equipped with reinforcing rib inside arched girder, forms triangular structure between adjacent reinforcing rib and arched girder, stability is high.
Description
Technical field
The utility model relates to field of steel structure, especially a kind of steel structure earthquake-resistant workshop.
Background technique
With expanding economy and the progress of science and technology, the manufacturing technology of steel construction grows with each passing hour, steel-structure factory building with
The advantages that its light weight, intensity are big, span is big, construction short time limit and be widely applied in industrial building field.It is existing
Some steel-structure factory buildings still have some problems, for example, the girder steel of steel-structure factory building is unreasonable due to designing, room above
Bending is easy to happen under the effect of the pressure of top and purlin；The column of steel-structure factory building is directly anchored on ground, works as spot
When shake, column arbitrarily shakes with ground, and steel-structure factory building, which is easy to happen, to collapse, and the life and property to people bring threat.
Utility model content
In order to overcome the girder steel of steel-structure factory building in the prior art easily-deformable, when earthquake easily collapse accident the defects of,
The utility model provides a kind of steel structure earthquake-resistant workshop.
Technical solution adopted by the utility model to solve its technical problems is：A kind of steel structure earthquake-resistant workshop, including bottom
Seat, column, arched girder, crossbeam, purlin, wall and roof, the pedestal are fixed on ground, and the pedestal is rectangular frame
Structure, the column are equally distributed on the two sides in base length direction, and the column bottom end is equipped with connecting plate, the connecting plate with
Pedestal is bolted connection, and the top of the adjacent columns is welded with crossbeam, and the top of opposite column is welded with arched girder,
One group of purlin is respectively welded between the adjacent arcuate beam, every group of purlin is equally distributed on arched girder, the purlin of adjacent sets
Heterogeneous Permutation between item, the wall include the first wall, the second wall, third wall, first wall and the second wall
It is respectively welded at the left and right sides of workshop, the third wall is welded on the rear side of workshop, first wall and the second wall
Upper each equidistantly equipped with one group of windowpane, the roof is welded on the top of purlin.
A kind of above-mentioned steel structure earthquake-resistant workshop, the arched girder inside is equipped with reinforcing rib, between reinforcing rib and arched girder
Constitute the triangular structure of continuous adjacent.
A kind of above-mentioned steel structure earthquake-resistant workshop, the roof are arc-shaped, first wall, the second wall and room
Top is all made of modularization color steel tile battenboard and is spliced.
A kind of above-mentioned steel structure earthquake-resistant workshop, the number of every group of purlin are 6~9
The utility model has the beneficial effects that the utility model steel-structure factory building is by the way that column to be fixed on the base, when
When an earthquake occurs, workshop can shake together with pedestal, and shock resistance is stronger；First wall and the second wall are equipped with glass
Window, lighting performance are relatively good；The first wall, the second wall and the roof of steel-structure factory building are all made of modularization color steel tile sandwich
Plate is prepared, and not only keeps the temperature, is heat-insulated but also light, high-strength, facilitating construction；Adjacent column top is welded with crossbeam, relatively
Column top be welded with arched girder, structural strength is big, and bearing capacity is big；Reinforcing rib, adjacent reinforcing rib are equipped with inside arched girder
Triangular structure is formed between arched girder, stability is high.
Detailed description of the invention
The present invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is utility model diagram；
Fig. 2 is the skeleton schematic diagram of the utility model steel-structure factory building；
Fig. 3 is the skeleton main view of the utility model steel-structure factory building.
1. pedestal in figure, 2. columns, 3. arched girders, 4. crossbeams, 5. purlins, 6. bolts, 7. roofs, 8. connecting plates, 9.
One wall, 10. second walls, 11. third walls, 12. windowpanes, 13. reinforcing ribs.
Specific embodiment
It is with reference to the accompanying drawing and specific real to make those skilled in the art better understand the technical solution of the utility model
Mode is applied to elaborate to the utility model.
A kind of steel structure earthquake-resistant workshop, including pedestal 1, column 2, arched girder 3, crossbeam 4, purlin 5, wall and roof 7, institute
It states pedestal 1 to be fixed on ground, the pedestal 1 is rectangular frame structure, and the column 2 is equally distributed on 1 length side of pedestal
To two sides, 2 bottom end of column is equipped with connecting plate 8, and the connecting plate 8 and pedestal 1 pass through bolt 6 and be fastenedly connected, the phase
The top of adjacent column 2 is welded with crossbeam 4, and the top of opposite column 2 is welded with arched girder 3, respectively welds between the adjacent arcuate beam 3
It is connected to one group of purlin 5, every group of purlin 5 is equally distributed on arched girder 3, and Heterogeneous Permutation between the purlin 5 of adjacent sets is described
Wall includes the first wall 9, the second wall 10, third wall 11, and first wall 9 and the second wall 10 are respectively welded at factory
The outside of the left and right sides in room, the third wall 11 are welded on the outside of the rear side of workshop, first wall 9 and the second wall
Each on body 10 to be equidistantly equipped with one group of windowpane 12, the roof 7 is welded on the top of purlin 5.
Further, it is equipped with reinforcing rib 13 inside the arched girder 3, constitutes continuous phase between reinforcing rib 13 and arched girder 3
Adjacent triangular structure.
Further, the roof 7 is arc-shaped, and first wall 9, the second wall 10 and roof 7 are all made of mould
Block color steel tile battenboard is spliced.
Further, the roof 7 is arc-shaped, and roof 7 is prepared using color steel tile battenboard.
Further, the number of every group of purlin 5 is 7.
Above embodiments are only the exemplary embodiment of the utility model, are not used in limitation the utility model, this is practical new
The protection scope of type is defined by the claims.Those skilled in the art can be in the essence and protection scope of the utility model
It is interior, various modifications or equivalent replacements are made to the utility model, this modification or equivalent replacement also should be regarded as falling in originally practical new
In the protection scope of type.
Claims (4)
1. a kind of steel structure earthquake-resistant workshop, including pedestal (1), column (2), arched girder (3), crossbeam (4), purlin (5), wall and
Roof (7), it is characterised in that：The pedestal (1) is fixed on ground, and the pedestal (1) is rectangular frame structure, described vertical
Column (2) is equally distributed on the two sides of pedestal (1) length direction, and column (2) bottom end is equipped with connecting plate (8), the connecting plate
(8) it is fastenedly connected with pedestal (1) by bolt (6), the top of the adjacent columns (2) is welded with crossbeam (4), opposite column
(2) top is welded with arched girder (3), and one group of purlin (5), every group of purlin are respectively welded between the adjacent arcuate beam (3)
Item (5) is equally distributed on arched girder (3), Heterogeneous Permutation between the purlin (5) of adjacent sets, and the wall includes the first wall
(9), the second wall (10), third wall (11), first wall (9) and the second wall (10) are respectively welded at a left side for workshop
The outside of right two sides, the third wall (11) are welded on the outside of the rear side of workshop, first wall (9) and the second wall
(10) each on to be equidistantly equipped with one group of windowpane (12), the roof (7) is welded on the top of purlin (5).
2. a kind of steel structure earthquake-resistant workshop according to claim 1, which is characterized in that be equipped with inside the arched girder (3)
Reinforcing rib (13) constitutes the triangular structure of continuous adjacent between reinforcing rib (13) and arched girder (3).
3. a kind of steel structure earthquake-resistant workshop according to claim 1, which is characterized in that the roof (7) is arc-shaped, institute
The first wall (9), the second wall (10) and roof (7) are stated to be all made of modularization color steel tile battenboard and be spliced.
4. a kind of steel structure earthquake-resistant workshop according to claim 1, which is characterized in that the number of every group of purlin (5)
It is 6~9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820522570.0U CN208105587U (en) | 2018-04-13 | 2018-04-13 | A kind of steel structure earthquake-resistant workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820522570.0U CN208105587U (en) | 2018-04-13 | 2018-04-13 | A kind of steel structure earthquake-resistant workshop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208105587U true CN208105587U (en) | 2018-11-16 |
Family
ID=64117676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820522570.0U Expired - Fee Related CN208105587U (en) | 2018-04-13 | 2018-04-13 | A kind of steel structure earthquake-resistant workshop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208105587U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779020A (en) * | 2019-02-01 | 2019-05-21 | 江苏华木空间结构有限公司 | A kind of steel building aseismatic mechanism |
-
2018
- 2018-04-13 CN CN201820522570.0U patent/CN208105587U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109779020A (en) * | 2019-02-01 | 2019-05-21 | 江苏华木空间结构有限公司 | A kind of steel building aseismatic mechanism |
| CN109779020B (en) * | 2019-02-01 | 2020-07-24 | 江苏华木空间结构有限公司 | Steel construction building shockproof mechanism |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104988989B (en) | Movable building structure and making method thereof | |
| CN206220247U (en) | A kind of novel fabricated cross support post | |
| CN103890292A (en) | Wide span static structur | |
| CN206032726U (en) | Modular pipe truss coal transporting trestle | |
| WO2017030159A1 (en) | Building structure, building, and building construction method | |
| CN107762161B (en) | A kind of energy-saving assembled system of steel residential structure and installation method | |
| CN201202289Y (en) | Rigid connection frame of steel structure workshop | |
| CN100398770C (en) | Method of employing assembled steel arch truss to reinforce metal arch corrugated plate roofing | |
| CN208105587U (en) | A kind of steel structure earthquake-resistant workshop | |
| CN214884850U (en) | Outer overhanging large-span arc variable cross-section box type steel beam structure with crossed inner rings | |
| CN216713336U (en) | Double-limb spliced beam and steel pipe column and double-limb spliced beam assembly type beam column joint | |
| CN204804045U (en) | Movable building structure | |
| CN206015917U (en) | A kind of outside reinforcement box column H profile steel beam connecting node | |
| CN215564819U (en) | Novel steel construction factory building | |
| CN109610640B (en) | Portal rigid frame connection structure based on composite column limb | |
| CN204590258U (en) | A kind ofly be suitable for the lower end that box-shaped support is connected with i-shaped roof beam and build node | |
| CN211690769U (en) | Steel structure supporting node component | |
| CN201962797U (en) | Integral tilted interlinked structural system | |
| CN214995246U (en) | Thin-wall steel skeleton structure in concrete beam | |
| CN207110118U (en) | Cold bending thin wall steel builds the attachment structure of levels wall | |
| CN106884477B (en) | Stable deformed steel structure building and construction process thereof | |
| CN201486038U (en) | Steel roof system | |
| CN214329616U (en) | Split type light metal framework skylight | |
| CN2487800Y (en) | Longspan expanding structure beam | |
| CN218952586U (en) | Anti-torsion combined truss |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 266000 Songwang Road, Zhangjialou Town, Huangdao District, Qingdao City, Shandong Province Patentee after: Qingdao Ruigang Heavy Industry Co.,Ltd. Address before: 266000 Songwang Road, Zhangjialou Town, Huangdao District, Qingdao City, Shandong Province Patentee before: QINGDAO RUIGANG HEAVY INDUSTRY CO.,LTD. |
|
| CP01 | Change in the name or title of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181116 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |