CN205935194U - Many steel structural framework for high -rise building - Google Patents
Many steel structural framework for high -rise building Download PDFInfo
- Publication number
- CN205935194U CN205935194U CN201620957719.9U CN201620957719U CN205935194U CN 205935194 U CN205935194 U CN 205935194U CN 201620957719 U CN201620957719 U CN 201620957719U CN 205935194 U CN205935194 U CN 205935194U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- bolt
- column
- shaped steel
- spacer
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a many steel structural framework for high -rise building, including stand, crossbeam and U shaped steel, be fixed connection between stand and the crossbeam, be connected through connecting plate, splint between stand and the crossbeam, the one end of connecting plate is connected with the stand, and the other end of connecting plate is connected with the crossbeam, the one end of splint is fixed welds in the right side of stand, and the other end of splint is connected with the crossbeam through the bolt, be connected through the bolt between crossbeam and the splint, the one end of gusset joint plate is connected with the crossbeam through the bolt, and the other end is connected with U shaped steel through the bolt, be connected through the spacer between spacer support and the U shaped steel, be connected through the bolt between spacer and spacer support, the U shaped steel. This many steel structural framework for high -rise building main part forms the firm triangle -shaped structure in many places, and adopts many places semi -rigid connection, makes it to have had obvious anti -seismic performance.
Description
Technical field
The utility model is related to steel structure frame technical field, specially a kind of multi-rise building steel structure frame.
Background technology
In recent years, steel building is gradually extensive the advantages of good with its short construction period, batch production degree height, shock resistance
Popularization and application.In steel building, H profile steel beam is concerning the crucial portion building overall construction intensity with the attachment structure of column
Position, is also the most installation node of quantity in construction, how to improve the reliability herein connecting further and is always steel knot
The emphasis of structure technical staff's detail design, though steel structure system correlation technique is relatively complete through development for many years, at present
The potentiality of steel structure system are not yet fully excavated, the difficult to form competitive advantage in practical engineering application, and above-mentioned factor is led
Existing steel structure system is caused to be difficult to meet the active demand of Building Trade in China development.
Utility model content
The purpose of this utility model is to provide a kind of multi-rise building steel structure frame, to solve above-mentioned background technology
The problem of the existing steel structure frame poor seismic behavior of middle proposition.
For achieving the above object, the utility model provides following technical scheme：A kind of multi-rise building steel structure frame,
Including column, connecting plate, crossbeam, clamping plate, gusset joint plate, spacer support, spacer and U-shaped steel, it is solid between described column and crossbeam
Fixed connection, is connected by connecting plate, clamping plate between described column and crossbeam, one end of described connecting plate is connected with column,
And the other end of connecting plate is connected with crossbeam, the fixation of one end of described clamping plate is welded in the right side of column, and clamping plate is another
End is connected with crossbeam by bolt, is connected by bolt, between described crossbeam and U-shaped steel is between described crossbeam and clamping plate
It is fixedly connected, one end of described gusset joint plate is connected with crossbeam by bolt, the other end is connected with U-shaped steel by bolt, institute
State the right side that the fixation of spacer support is welded in crossbeam, be connected by spacer between described spacer support and U-shaped steel, described spacer
It is connected by bolt between spacer support, U-shaped steel.
Preferably, described connecting plate is connected by way of welding between column, crossbeam.
Preferably, described U-shaped steel is connected formation triangular structure with crossbeam.
Preferably, described column and crossbeam are H profile steel.
Preferably, the width of described crossbeam is less than the width of column.
Compared with prior art, the beneficial effects of the utility model are：This multi-rise building steel structure frame many places is adopted
Varied rigid link with bolt type, you can improve installation rate and construction quality, can significantly reduce manufacture and installation cost again, and
Varied rigid link, the plastic deformation ability making framework overall greatly enhances, and the setting of connecting plate can effectively strengthen this steel construction frame
The ability of frame lateral resisting, is connected with crossbeam by U-shaped steel and forms firm triangular structure, so that this steel structure frame is provided with bright
Aobvious anti-seismic performance.
Brief description
Fig. 1 is the utility model structural representation；
Fig. 2 is the utility model column and crossbeam connection diagram；
Fig. 3 is the utility model crossbeam and U-shaped steel connection diagram.
In figure：1st, column, 2, connecting plate, 3, crossbeam, 4, clamping plate, 5, gusset joint plate, 6, spacer support, 7, spacer, 8, U-shaped
Steel.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely description is it is clear that described embodiment is only a part of embodiment of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of making creative work
The every other embodiment being obtained, broadly falls into the scope of the utility model protection.
Refer to Fig. 1-3, the utility model provides a kind of technical scheme：A kind of multi-rise building steel structure frame, bag
Include column 1, connecting plate 2, crossbeam 3, clamping plate 4, gusset joint plate 5, spacer support 6, spacer 7 and U-shaped steel 8, between column 1 and crossbeam 3
For being fixedly connected, pass through connecting plate 2 between column 1 and crossbeam 3, clamping plate 4 is connected, column 1 and crossbeam 3 are H profile steel, connect
One end of plate 2 is connected with column 1, and the other end of connecting plate 2 is connected with crossbeam 3, connecting plate 2 and column 1, crossbeam 3 it
Between be connected by way of welding, the fixation of one end of clamping plate 4 is welded in the right side of column 1, and the other end of clamping plate 4 passes through spiral shell
Bolt is connected with crossbeam 3, is connected by bolt between crossbeam 3 and clamping plate 4, and the width of crossbeam 3 is less than the width of column 1, horizontal
Be to be fixedly connected between beam 3 and U-shaped steel 8, one end of gusset joint plate 5 is connected with crossbeam 3 by bolt, the other end by bolt and
U-shaped steel 8 is connected, and U-shaped steel 8 is connected formation triangular structure with crossbeam 3, and spacer support 6 fixation is welded in the right side of crossbeam 3,
It is connected by spacer 7 between spacer support 6 and U-shaped steel 8, be connected by bolt between spacer 7 and spacer support 6, U-shaped steel 8
Connect.
Operation principle：When using this multi-rise building steel structure frame, need first to whole multi-rise building steel
Structural framing has the understanding in a structure, when using installing, more convenient the carrying out of energy, and this multi-rise building steel
Structural framing is mainly made up of column 1, crossbeam 3 and U-shaped steel 8, and triangular structure, column 1 and horizontal stroke that many places consolidate is integrally formed
The connected mode of beam 3, has welding and two kinds of bolt connection, that is, ensure that due intensity, can improve its plastic deformation ability again,
It is provided with spacer 7 between crossbeam 3 and U-shaped steel 8, spacer 7 plays good supporting role, increase its steadiness, crossbeam 3 and U-shaped steel 8
Between linked together by gusset joint plate 5, and mode with bolts, be easy to in-site installation.
Although being described in detail to the utility model with reference to the foregoing embodiments, those skilled in the art is come
Say, it still can be modified to the technical scheme described in foregoing embodiments, or wherein some technical characteristics are entered
Row equivalent, all of the present utility model spirit and principle within, any modification, equivalent substitution and improvement made etc., all should
It is included within protection domain of the present utility model.
Claims (5)
1. a kind of multi-rise building steel structure frame, including column（1）, connecting plate（2）, crossbeam（3）, clamping plate（4）, gusset joint plate
（5）, spacer support（6）, spacer（7）With U-shaped steel（8）It is characterised in that：Described column（1）With crossbeam（3）Between be fixing even
Connect, described column（1）With crossbeam（3）Between pass through connecting plate（2）, clamping plate（4）It is connected, described connecting plate（2）One end with
Column（1）It is connected, and connecting plate（2）The other end and crossbeam（3）It is connected, described clamping plate（4）One end fixation be welded in
Column（1）Right side, and clamping plate（4）The other end pass through bolt and crossbeam（3）It is connected, described crossbeam（3）With clamping plate（4）It
Between be connected by bolt, described crossbeam（3）With U-shaped steel（8）Between for being fixedly connected, described gusset joint plate（5）One end pass through
Bolt and crossbeam（3）It is connected, the other end passes through bolt and U-shaped steel（8）It is connected, described spacer support（6）Fixation is welded in
Crossbeam（3）Right side, described spacer support（6）With U-shaped steel（8）Between pass through spacer（7）It is connected, described spacer（7）With every
Support support（6）, U-shaped steel（8）Between be connected by bolt.
2. a kind of multi-rise building steel structure frame according to claim 1 it is characterised in that：Described connecting plate（2）
With column（1）, crossbeam（3）Between by welding by way of be connected.
3. a kind of multi-rise building steel structure frame according to claim 1 it is characterised in that：Described U-shaped steel（8）With
Crossbeam（3）Connect and form triangular structure.
4. a kind of multi-rise building steel structure frame according to claim 1 it is characterised in that：Described column（1）With
Crossbeam（3）It is H profile steel.
5. a kind of multi-rise building steel structure frame according to claim 1 it is characterised in that：Described crossbeam（3）'s
Width is less than column（1）Width.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957719.9U CN205935194U (en) | 2016-08-29 | 2016-08-29 | Many steel structural framework for high -rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620957719.9U CN205935194U (en) | 2016-08-29 | 2016-08-29 | Many steel structural framework for high -rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205935194U true CN205935194U (en) | 2017-02-08 |
Family
ID=57953931
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620957719.9U Expired - Fee Related CN205935194U (en) | 2016-08-29 | 2016-08-29 | Many steel structural framework for high -rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205935194U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093983A (en) * | 2019-04-22 | 2019-08-06 | 官木喜 | The building method in stereo warehouse formula house |
-
2016
- 2016-08-29 CN CN201620957719.9U patent/CN205935194U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093983A (en) * | 2019-04-22 | 2019-08-06 | 官木喜 | The building method in stereo warehouse formula house |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201809994U (en) | Super-elastic buckling-restrained energy-dissipation brace | |
| CN201078035Y (en) | Adjustable metal composite type low yield point antivibrator | |
| CN201722776U (en) | Beam column nodal point suitable for square steel pipe column | |
| CN202787047U (en) | Deck type triangular steel truss composite beam | |
| CN205935194U (en) | Many steel structural framework for high -rise building | |
| CN204919825U (en) | A steel frame integration component that is used for concrete core section of thick bamboo structure | |
| CN207646924U (en) | A kind of assembled architecture energy-consumption shock-absorption device | |
| CN204174839U (en) | Honeycomb connecting steel plate-double-limb steel pipe concrete combined column | |
| CN201713946U (en) | Connection node structure for H-shaped steel beam and H-shaped steel column in web plate direction | |
| CN203393847U (en) | Reinforced concrete assembly-type chock isolation node and assembly-type chock isolation structure with node | |
| CN212026270U (en) | Foundation ditch assembled H shaped steel braced system | |
| CN209040280U (en) | Assembled connected node of two brackets | |
| CN207121993U (en) | The hinged joint that a kind of reinforced concrete frame structure bracing members are reinforced | |
| CN2752358Y (en) | Channel steel non-buckling energy-dissipating support | |
| CN206110329U (en) | Rigid support pipe | |
| CN202047354U (en) | Steel tube concrete rectangular arch rib inner tabula structure | |
| CN216197040U (en) | Strain-resistant wine glass crossing tower for power transmission line | |
| CN208934170U (en) | A kind of assembled modified tone stiffness and damping composite viscoelasticity support | |
| CN2753823Y (en) | Angle steel buckling-free energy-dissipating support | |
| CN201661107U (en) | Tower variable cross-section combined joint | |
| CN201614664U (en) | Horizontal connecting node of L-shaped wall | |
| CN108915114B (en) | Drawknot type buckling-restrained steel-damper support | |
| CN205035904U (en) | Novel steel construction | |
| CN204212261U (en) | Post and curved beam horizontal flexibility connection space structural system | |
| CN208309868U (en) | A kind of buckling restrained brace device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20170208 Termination date: 20190829 |