CN212026596U - Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column - Google Patents
Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column Download PDFInfo
- Publication number
- CN212026596U CN212026596U CN202020084329.1U CN202020084329U CN212026596U CN 212026596 U CN212026596 U CN 212026596U CN 202020084329 U CN202020084329 U CN 202020084329U CN 212026596 U CN212026596 U CN 212026596U
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- plate
- shear
- embedded
- steel beam
- 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.)
- Active
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a hinged connection node of an H-shaped steel beam and a built-in cross-shaped steel column of a shear wall, which relates to the technical field of steel structure buildings, wherein a pre-embedded plate is pre-embedded along the wall surface at the position corresponding to the H-shaped steel beam in the shear wall, each shear resisting plate is longitudinally arranged between the pre-embedded plate and the cross column, and the two ends of the shear resisting plate are respectively fixedly connected with the pre-embedded plate and the cross column; the outer side of the embedded plate is fixedly connected with a steel beam connecting plate, the steel beam connecting plate is tightly attached to a web plate of the H-shaped steel beam, and each high-strength bolt penetrates through a mounting hole in the steel beam connecting plate and the web plate and is fastened. The cross column is connected with the embedded part plate by adopting the shear resisting plate, so that the shear resisting requirement of the node is ensured, and the problem that the embedded part cannot be placed due to too small distance between the embedded plate and the cross column when the common embedded part, namely the embedded plate and the bent anchor steel bar, is used is solved; the steel beam connecting plate is provided with the oblong hole so as to adapt to installation errors between the steel beam connecting plate and the H-shaped steel beam in the construction process and reduce installation difficulty.
Description
Technical Field
The utility model relates to a steel construction building technical field, concretely relates to shear force wall of built-in cross steel column and connected node of H shaped steel roof beam.
Background
The steel structure building is a common modern building system, replaces a traditional reinforced concrete or brick-concrete bearing system with a steel member, has the characteristics of saving resources, protecting the environment, reducing pollution and the like, and provides healthy, applicable, efficient and environment-friendly use space and living environment for people. The frame core tube structure is a structure widely applied to super high-rise steel structure buildings, and generally needs to be connected with an H-shaped steel beam and a concrete shear wall; the traditional construction method is that embedded parts are embedded in a concrete shear wall, and a steel beam connecting plate is in on-site welding connection with the embedded parts. However, when the concrete shear wall is provided with the built-in cross-shaped steel column, the embedded part cannot be installed, connection construction is difficult, the position of the steel beam needs to be redesigned and changed, the implementation of the whole design scheme is affected, and time and labor are wasted.
SUMMERY OF THE UTILITY MODEL
The utility model discloses just in order to avoid the weak point that above-mentioned prior art exists, provide a H shaped steel roof beam and the articulated connected node of shear force wall built-in cross steel column.
The utility model discloses a solve technical problem and adopt following technical scheme: a joint for connecting an H-shaped steel beam and a cross-shaped steel column arranged in a shear wall in a hinged mode is characterized in that the cross-shaped steel column is located at an inflection point of the shear wall and is arranged in the shear wall, the H-shaped steel beam is horizontally arranged on the outer side of the shear wall, a pre-embedded plate is pre-embedded along the wall surface at a position corresponding to the H-shaped steel beam in the shear wall, each shear resisting plate is longitudinally arranged between the pre-embedded plate and the cross-shaped steel column, and two ends of each shear resisting plate are fixedly connected with the pre-embedded plate and the cross; gaps are reserved between every two adjacent shear resisting plates, and stirrups at the turning points of the shear walls respectively penetrate through the gaps; the outer side of the embedded plate is fixedly connected with a steel beam connecting plate, the steel beam connecting plate is tightly attached to a web plate of the H-shaped steel beam, and each high-strength bolt penetrates through the steel beam connecting plate and a mounting hole in the web plate and is fastened.
Furthermore, each high-strength bolt is arranged in an array.
Further, the mounting hole on the steel beam connecting plate is a long round hole, and the mounting hole on the web is a round hole.
The utility model provides a H shaped steel roof beam and the articulated connected node of shear force wall built-in cross steel column have following beneficial effect:
1. the cross-shaped steel column is connected with the embedded part plate by adopting the shear resistant plate, so that the shear resistant requirement of the node is ensured, and the problem that the embedded part cannot be placed due to too small distance between the embedded plate and the cross-shaped steel column when the common embedded part, namely the embedded plate and the bent anchor steel bar, is used is solved;
2. the steel beam connecting plate is provided with the oblong hole so as to adapt to the installation error between the steel beam connecting plate and the H-shaped steel beam generated in the construction process and reduce the installation difficulty;
3. simple structure, convenient installation, low installation cost and good practicability.
Drawings
Fig. 1 is a schematic view of the structure of the present invention;
fig. 2 is a schematic top view of the present invention.
In the figure:
1. the steel-beam shear wall comprises shear resisting plates 2, embedded plates 3, steel beam connecting plates 4, high-strength bolts 5, H-shaped steel beams 6, cross-shaped steel columns 7 and shear walls.
Detailed Description
To make the purpose, technical solution and advantages of the embodiments of the present invention clearer, the embodiments of the present invention are combined to clearly and completely describe the technical solution in the embodiments of the present invention, and obviously, the described embodiments are 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 efforts belong to the protection scope of the present invention.
As shown in fig. 1-2, the structural relationship is: the cross-shaped steel column 6 is positioned at the corner of the shear wall 7 and is arranged in the shear wall 7, the H-shaped steel beam 5 is horizontally arranged on the outer side of the shear wall 7, and when the H-shaped steel beam 5 is arranged, the central line of the H-shaped steel beam is arranged in the range of the flange of the cross-shaped steel column 6 connected with the shear resistant plate 1; the embedded plates 2 are embedded in the shear wall 7 at positions corresponding to the H-shaped steel beams 5 along the wall surface, the shear plates 1 are longitudinally arranged between the embedded plates 2 and the cross-shaped steel columns 6, and two ends of each shear plate 1 are fixedly connected with the embedded plates 2 and the cross-shaped steel columns 6 respectively; gaps are reserved between every two adjacent shear resisting plates 1, and stirrups at the turning points of the shear walls 7 respectively penetrate through the gaps; the outer side of the embedded plate 2 is fixedly connected with a steel beam connecting plate 3, the steel beam connecting plate 3 is tightly attached to a web plate of the H-shaped steel beam 5, and each high-strength bolt 4 penetrates through a mounting hole in the steel beam connecting plate 3 and the web plate and is fastened.
Preferably, the high-strength bolts 4 are arranged in an array.
Preferably, the mounting hole on the steel beam connecting plate 3 is a long round hole, and the mounting hole on the web plate is a round hole.
During the specific construction, the method comprises the following steps:
longitudinally arranging each shear resisting plate 1 according to the position of a stirrup in a shear wall 7, arranging an embedded plate 2 according to the design position of an H-shaped steel beam 5, and welding and linking two ends of each shear resisting plate 1 with the embedded plate 2 and a cross-shaped steel column 6 respectively;
step two, casting and forming the shear wall 7, and then welding and connecting the steel beam connecting plate 3 with the embedded plate 2;
and thirdly, penetrating and fastening the high-strength bolts 4 through corresponding mounting holes in the steel beam connecting plate 3 and the web plate respectively to finish construction.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (3)
1. The utility model provides a H shaped steel roof beam and the articulated connected node of shear force wall built-in cross steel column, cross steel column (6) are located the flex point department of shear force wall (7), locate in shear force wall (7), its characterized in that: the H-shaped steel beams (5) are horizontally arranged on the outer side of the shear wall (7), embedded plates (2) are embedded in the positions, corresponding to the H-shaped steel beams (5), in the shear wall (7) along the wall surface in a pre-embedded mode, the shear plates (1) are longitudinally arranged between the embedded plates (2) and the cross-shaped steel columns (6), and two ends of each shear plate (1) are fixedly connected with the embedded plates (2) and the cross-shaped steel columns (6) respectively; gaps are reserved between every two adjacent shear resisting plates (1), and stirrups at the turning points of the shear walls (7) respectively penetrate through the gaps; pre-buried plate (2) outside links firmly girder steel connecting plate (3), girder steel connecting plate (3) are hugged closely the web setting of H shaped steel roof beam (5), and each high strength bolt (4) pass girder steel connecting plate (3) with mounting hole and fastening on the web.
2. The hinged connection node of the H-shaped steel beam and the built-in cross-shaped steel column of the shear wall as claimed in claim 1, wherein: the high-strength bolts (4) are arranged in an array.
3. The hinged connection node of the H-shaped steel beam and the built-in cross-shaped steel column of the shear wall as claimed in claim 1, wherein: the mounting hole on the steel beam connecting plate (3) is a long round hole, and the mounting hole on the web is a round hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020084329.1U CN212026596U (en) | 2020-01-15 | 2020-01-15 | Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020084329.1U CN212026596U (en) | 2020-01-15 | 2020-01-15 | Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212026596U true CN212026596U (en) | 2020-11-27 |
Family
ID=73487219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020084329.1U Active CN212026596U (en) | 2020-01-15 | 2020-01-15 | Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212026596U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622519A (en) * | 2021-07-09 | 2021-11-09 | 中建八局西南建设工程有限公司 | Cross-column eccentric connection structure |
-
2020
- 2020-01-15 CN CN202020084329.1U patent/CN212026596U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113622519A (en) * | 2021-07-09 | 2021-11-09 | 中建八局西南建设工程有限公司 | Cross-column eccentric connection structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2017669C (en) | Curtain wall for a building | |
| CN110067186A (en) | A kind of pipe stiffener web steel reinforced concrete combined box beam | |
| CN212026596U (en) | Hinged connection node of H-shaped steel beam and shear wall built-in cross-shaped steel column | |
| CN110552499A (en) | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure | |
| CN107313508B (en) | Prefabricated assembly type main and secondary beam installation structure and installation method | |
| CN111236091B (en) | Concrete lining reinforcing structure of corrugated steel web box girder bridge | |
| CN211548099U (en) | H-shaped steel beam and concrete column hinged connection node | |
| CN217537332U (en) | Connecting structure of assembled type steel reinforced concrete beam and steel-concrete composite board | |
| CN110158770A (en) | A kind of assembled architecture beam column anchor plate type attachment device and its construction method | |
| CN211774625U (en) | H-shaped steel and reinforced concrete column hinged joint | |
| CN114215193A (en) | Connection structure of assembled steel-concrete composite board and shaped steel concrete beam | |
| CN211499776U (en) | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure | |
| CN210767230U (en) | Full-assembly type functional restorable RCS node with supporting connection | |
| CN218148879U (en) | Construction mechanism of steel structure cross column node | |
| CN217353500U (en) | Wall-attached support reinforcing connecting piece | |
| CN211037376U (en) | Assembly structure of shock attenuation attenuator, prefabricated mound joist and assembled building | |
| CN218116138U (en) | Horizontal reinforced structure of hollow slab beam bridge slab | |
| CN219773212U (en) | Steel beam and concrete beam connection node | |
| CN218813239U (en) | Prefabricated little case roof beam assembled concrete cross slab | |
| CN217205046U (en) | Vertical purline and concrete wall body connected node structure of horizontal colored steel | |
| CN213296663U (en) | Detachable assembly type steel structure house | |
| CN110905076B (en) | Adjustable multi-connection roof structure connecting node | |
| CN217204819U (en) | Rigid template steel bar truss floor bearing plate | |
| CN216516128U (en) | Steel structure frame column beam joint reinforcing mechanism | |
| CN219012105U (en) | Light steel factory building using large-span door type rigid frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |