CN219586976U - Steel frame mixed structure in full-assembled urceolus of assembled building - Google Patents
Steel frame mixed structure in full-assembled urceolus of assembled building Download PDFInfo
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- CN219586976U CN219586976U CN202320108300.6U CN202320108300U CN219586976U CN 219586976 U CN219586976 U CN 219586976U CN 202320108300 U CN202320108300 U CN 202320108300U CN 219586976 U CN219586976 U CN 219586976U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
Abstract
The utility model discloses a fully assembled outer cylinder inner steel frame mixed structure of an assembled building, which comprises the following components: a steel structural frame including a steel beam; the prefabricated concrete outer wall is enclosed outside the steel structure frame to form a structure outer wall of the assembled building, a prefabricated wall embedded part is pre-embedded and fixed in the prefabricated concrete outer wall, and one end of the prefabricated wall embedded part extends out of the end part of the prefabricated concrete outer wall; and the constructional steel column comprises a vertical steel column and a horizontal beam support, wherein the vertical steel column is arranged between two adjacent precast concrete outer walls and extends along the vertical direction, the horizontal beam support is fixedly connected with the peripheral wall of the vertical steel column, the vertical steel column is respectively fixedly connected with precast wall embedded parts of the two precast concrete outer walls, one end of the horizontal beam support extends out of the precast concrete outer walls along the horizontal direction and is fixedly connected with the outer end parts of the steel beams, and the constructional steel column and the two adjacent precast concrete outer walls are fixedly connected into an integral structure through concrete pouring between the end parts of the two adjacent precast concrete outer walls.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a fully-assembled outer cylinder inner steel frame mixed structure of an assembled building.
Background
The steel structure technology is used as one of important systems of the assembled building, the steel structure building is popularized, the specific gravity of the building steel is improved, the surplus steel productivity is solved, and the structural innovation of the supply side is advanced, so that the steel structure building is suitable for the moment.
The conventional steel structure outer enclosure system comprises a masonry wall, a PC hanging plate, a light outer wall hanging plate, a traditional curtain wall, a novel integrated curtain wall and the like. The traditional construction mode of the masonry wall does not meet the requirements of the novel industrialized building; the PC hanging plate is used as a steel structure outer wall, and has large self weight, large structural deformation and inconvenient installation; the light outer wall hanging plate has light dead weight, small plate and more plate seams, and needs to solve the problems of seepage prevention, heat preservation, air tightness and the like; the traditional curtain wall and the novel integrated curtain wall are suitable for public projects, the manufacturing cost is high, and the application of residential projects is limited.
Aiming at the problems, the utility model provides a solution for integrating the outer enclosure and the steel structure frame.
Disclosure of Invention
In order to solve the technical problems, the utility model provides a fully assembled outer cylinder inner steel frame mixed structure of an assembled building, the structural arrangement adopts a form that a concrete cylinder is arranged on an outer frame, the arrangement can systematically solve the problem of outer enclosure, and a cylinder body is arranged on the periphery as a main lateral force resisting member, so that the torsional rigidity of the structure is improved; the concrete outer cylinder is assembled by adopting a precast concrete shear wall, the inner frame adopts an assembled steel frame system, and the precast concrete outer cylinder and the assembled steel frame system are effectively combined to achieve the matching of the lateral rigidity.
Specifically, the following technical scheme is adopted:
a fully assembled outer tub inner steel frame hybrid structure of an assembled building, comprising:
the steel structure frame comprises steel beams which are transversely and longitudinally staggered in the horizontal direction;
the prefabricated concrete outer wall is enclosed outside the steel structure frame to form a structure outer wall of the fabricated building, a prefabricated wall embedded part is pre-embedded and fixed in the prefabricated concrete outer wall, and one end of the prefabricated wall embedded part extends out of the end part of the prefabricated concrete outer wall;
and the constructional steel column comprises a vertical steel column and a horizontal beam support, wherein the vertical steel column is arranged between two adjacent precast concrete outer walls and extends along the vertical direction, the horizontal beam support is fixedly connected with the peripheral wall of the vertical steel column, the vertical steel column is respectively fixedly connected with precast wall embedded parts of the two precast concrete outer walls, one end of the horizontal beam support extends out of the precast concrete outer walls along the horizontal direction and is fixedly connected with the outer end parts of the steel beams, and the constructional steel column and the two adjacent precast concrete outer walls are fixedly connected into an integral structure through concrete pouring between the end parts of the two adjacent precast concrete outer walls.
As an alternative embodiment of the utility model, the vertical steel column is fixedly connected with a first horizontal connecting piece, two ends of the first horizontal connecting piece extend towards two sides of the vertical steel column respectively, and the first horizontal connecting piece is used for being fixedly connected with prefabricated wall embedded parts of prefabricated concrete outer walls on two sides through connecting bolts.
As an alternative embodiment of the present utility model, an adjusting pad is disposed between the first horizontal connector and the prefabricated wall embedded part.
As an optional implementation mode of the utility model, the vertical steel columns are vertical I-shaped steel columns, horizontal connecting steel bars and vertical connecting steel bars are preset between the prefabricated concrete outer walls, and the horizontal connecting steel bars and the vertical connecting steel bars are arranged in a staggered mode.
As an optional embodiment of the present utility model, the steel structure frame includes a steel beam web, one end of the steel beam web is fixedly connected with an end of the steel beam through a connecting bolt, and the other end of the steel beam web is fixedly connected with the horizontal beam support through a connecting bolt.
As an alternative embodiment of the present utility model, the constructional steel column includes a horizontal joist lower flange plate fixedly connected to the outer peripheral wall of the vertical steel column, the horizontal joist lower flange plate is located below the horizontal joist support, and the length of the horizontal joist lower flange plate extending in the horizontal direction is longer than the length of the horizontal joist support extending in the horizontal direction.
As an alternative embodiment of the present utility model, the steel structure frame includes a frame steel column extending in a vertical direction, and the steel beam is fixedly connected with the frame steel column;
the frame steel column comprises a frame steel column body, an upper connecting plate and a lower connecting plate are arranged on one wall surface of the frame steel column body, the length of the upper connecting plate extending along the horizontal direction is smaller than that of the lower connecting plate extending along the horizontal direction, a lower flange plate of the steel beam is supported on the lower connecting plate, the upper flange plate of the steel beam is fixedly connected with the upper connecting plate, and a lower flange plate of the steel beam is fixedly connected with the lower connecting plate.
As an optional implementation manner of the utility model, the frame steel column comprises an upper flange connecting plate and a lower flange connecting plate, wherein the upper flange connecting plate and the upper flange plate of the steel beam are clamped between the upper flange connecting plate and the lower flange connecting plate, two ends of the upper flange connecting plate are respectively and fixedly connected with the upper flange plates of the upper connecting plate and the steel beam, and two ends of the lower flange connecting plate are respectively and fixedly connected with the upper flange plates of the upper connecting plate and the steel beam.
As an alternative embodiment of the present utility model, the lower flange plate of the steel beam is supported on the lower connection plate in a stacked manner and is fixedly connected by a connection bolt.
As an alternative embodiment of the present utility model, the steel beam includes a steel beam web connecting the upper flange plate and the lower flange plate, the frame steel column includes a connecting web connecting the upper connecting plate and the lower connecting plate, the connecting web is fixedly connected with the steel beam web through a web connecting plate, one end of the web connecting plate is fixedly connected with the steel beam web through a fastening bolt, and the other end is fixedly connected with the connecting web through a fastening bolt.
Compared with the prior art, the utility model has the beneficial effects that:
the utility model provides a fully assembled outer cylinder inner steel frame mixed structure of an assembled building, and provides a solution for integrating an outer guard and a structure, wherein the frame cylinder structure is a mature structure system, the general structure is arranged as a frame in an outer core cylinder, the outer guard and the structure integration are considered to be realized, the structure arrangement is changed into a form that a concrete cylinder is arranged in an outer frame, the arrangement can systematically solve the problem of the outer guard, and a cylinder body is arranged at the periphery as a main lateral force resisting member, so that the torsional rigidity of the structure is also improved. The concrete outer cylinder is assembled by adopting a precast concrete outer wall, the inner frame adopts an assembled steel structure frame system, and the precast concrete outer cylinder and the assembled steel structure frame system are effectively combined to achieve the matching of the lateral rigidity.
According to the fully assembled outer cylinder inner steel frame mixed structure of the assembled building, the prefabricated concrete outer wall and the steel structure frame are combined, and the advantages of the prefabricated concrete outer wall and the steel structure frame are utilized, so that the prefabricated concrete outer wall has the advantages of good side rigidity, good leakage resistance, good heat preservation and air tightness, and the steel structure frame has the advantages of high strength, good ductility and convenience in processing and installation.
The fully assembled outer cylinder inner steel frame mixed structure of the assembled building is a fully assembled structure system, the prefabricated concrete outer wall and the steel structure frame are produced in factories, and the prefabricated concrete outer wall and the steel structure frame are transported to the site for assembly construction after the components are processed, so that formwork supporting is basically avoided.
The fully-assembled outer cylinder inner steel frame mixed structure of the assembled building provides a novel structural system for the assembled steel structure building, has strong universality and is suitable for various residential buildings with changeable house types.
The fully assembled outer cylinder inner steel frame mixed structure of the assembled building is a mixed structure system, the steel consumption of the structure is less than that of a common steel structure house, the outer protection and the structure are integrated, and the construction cost of the whole building is reduced.
Description of the drawings:
FIG. 1 is a schematic plan view of a fully assembled outer cylinder inner steel frame hybrid structure of an assembled building according to an embodiment of the present utility model;
FIG. 2 is a schematic diagram showing connection between a prefabricated concrete outer wall and a steel beam of a fully assembled outer cylinder inner steel frame mixed structure of an assembled building;
FIG. 3 is a cross-sectional view of a steel frame hybrid structure in a fully assembled outer tub of a fabricated building along the plane A-A in FIG. 2 in accordance with an embodiment of the present utility model;
FIG. 4 is a cross-sectional view of a fully assembled outer cylinder inner steel frame hybrid structure of a fabricated building along the plane B-B in FIG. 2, in accordance with an embodiment of the present utility model;
FIG. 5 is a plan view of the connection between a steel beam and a frame steel column of a steel frame mixed structure in a fully assembled outer cylinder of an assembled building according to an embodiment of the utility model;
FIG. 6 is a cross-sectional view of a fully assembled outer cylinder inner steel frame hybrid structure of a fabricated building along the C-C plane of FIG. 5, in accordance with an embodiment of the present utility model.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more clear, the technical solutions of the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings. It will be apparent that the described embodiments are some, but not all, embodiments of the utility model.
Thus, the following detailed description of the embodiments of the utility model is not intended to limit the scope of the utility model, as claimed, but is merely representative of some embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
It should be noted that, under the condition of no conflict, the embodiments of the present utility model and the features and technical solutions in the embodiments may be combined with each other.
It should be noted that: like reference numerals and letters denote like items in the following figures, and thus once an item is defined in one figure, no further definition or explanation thereof is necessary in the following figures.
In the description of the present utility model, it should be noted that, the terms "upper", "lower", and the like indicate an azimuth or a positional relationship based on the azimuth or the positional relationship shown in the drawings, or an azimuth or a positional relationship conventionally put in use of the inventive product, or an azimuth or a positional relationship conventionally understood by those skilled in the art, such terms are merely for convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or element to be referred must have a specific azimuth, be constructed and operated in a specific azimuth, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used merely to distinguish between descriptions and should not be construed as indicating or implying relative importance.
Referring to fig. 1 to 4, a fully assembled outer cylinder inner steel frame hybrid structure of an assembled building according to this embodiment includes:
the steel structure frame comprises steel beams 102 which are transversely and longitudinally staggered in the horizontal direction;
the prefabricated concrete outer wall 200 is enclosed outside the steel structure frame to form a structure outer wall of the fabricated building, a prefabricated wall embedded part 201 is pre-buried and fixed in the prefabricated concrete outer wall 200, and one end of the prefabricated wall embedded part 201 extends out of the end part of the prefabricated concrete outer wall 200;
and the constructional steel column comprises a vertical steel column 301 which is arranged between two adjacent precast concrete outer walls 200 and extends along the vertical direction, and a horizontal beam support 302 which is fixedly connected with the peripheral wall of the vertical steel column 301, wherein the vertical steel column 301 is fixedly connected with the precast wall embedded parts 201 of the two precast concrete outer walls 200 respectively, one end of the horizontal beam support 302 extends out of the precast concrete outer walls 200 along the horizontal direction and is fixedly connected with the outer end parts of the steel beams 102, and the constructional steel column and the two adjacent precast concrete outer walls 200 are fixedly connected into an integral structure through concrete pouring between the end parts of the two adjacent precast concrete outer walls 200.
The steel frame mixed structure in the full-assembled outer cylinder of the assembled building provides a solution for integrating the outer periphery with the structure, the frame cylinder structure is a mature structural system, the general structure is arranged as a frame in the outer core cylinder, the structure arrangement is changed into a form that a concrete cylinder is in the outer frame in consideration of realizing the integration of the outer periphery and the structure, the arrangement can systematically solve the problem of the outer periphery, and the cylinder body is arranged at the periphery as a main lateral force resisting member, so that the torsional rigidity of the structure is also improved. The concrete outer cylinder is assembled by adopting a precast concrete outer wall 200, and the inner frame adopts an assembled steel structure frame system, so that the precast concrete outer cylinder and the precast concrete outer wall are effectively combined to achieve the matching of the lateral rigidity.
Further, in order to solve the assembled fixed connection between the steel beam 102 of the steel structure frame and the precast concrete outer wall 200, the precast concrete outer wall 200 of this embodiment is internally pre-embedded and fixed with a precast wall embedded part 201, the constructional steel column is fixedly connected with the precast wall embedded parts 201 of the two precast concrete outer walls 200, and the constructional steel column is fixedly connected with the two adjacent precast concrete outer walls 200 into an integral structure by performing concrete pouring between the end parts of the two adjacent precast concrete outer walls 200. The fully assembled outer cylinder inner steel frame mixed structure of the assembled building combines the precast concrete outer wall 200 and the steel structure frame, and the precast concrete outer wall 200 has the advantages of good side rigidity, good leakage resistance, heat preservation and air tightness, and the steel structure frame has the advantages of high strength, good ductility and convenient processing and installation.
The steel frame mixed structure in the full-assembled outer cylinder of the assembled building is a full-assembled structure system, the prefabricated concrete outer wall 200 and the steel structure frame are produced in factories, and the prefabricated concrete outer wall and the steel structure frame are transported to the site for assembly construction after the components are processed, so that formwork supporting is basically avoided.
The fully assembled outer cylinder inner steel frame mixed structure of the assembled building provides a novel structural system for the assembled steel structure building, has strong universality and is suitable for various residential buildings with changeable house types.
The steel frame mixed structure in the full-assembled outer cylinder of the assembled building is a mixed structure system, the steel consumption of the structure is less than that of a common steel structure house, the outer guard and the structure are integrated, and the construction cost of the whole building is reduced.
Further, in this embodiment, the vertical steel column 301 is fixedly connected with the first horizontal connecting member 303, two ends of the first horizontal connecting member 303 respectively extend toward two sides of the vertical steel column 301, and are used for being fixedly connected with the prefabricated wall embedded parts 201 of the prefabricated concrete outer walls 200 at two sides through connecting bolts 400. In this embodiment, the fabricated steel column is fixedly connected with the prefabricated concrete outer wall 200, and then concrete pouring is performed on site, so that the cast-in-place concrete post-cast segment 501 is formed to realize integral fixed connection.
As an optional implementation manner of this embodiment, an adjusting base plate 304 is disposed between the first horizontal connecting piece 303 and the prefabricated wall embedded part 201 in this embodiment, and by setting the adjusting base plate 304, seamless fixed connection between the first horizontal connecting piece 303 and the prefabricated wall embedded part 201 is ensured.
As an optional implementation manner of this embodiment, in this embodiment, the vertical steel columns 301 are vertical i-shaped steel columns, and horizontal connection steel bars 502 and vertical connection steel bars 503 are preset between the precast concrete outer walls 200, and the horizontal connection steel bars 502 and the vertical connection steel bars 503 are staggered. In this way, the integrated strength of the cast-in-place concrete post-cast segment 501, the precast concrete outer wall 200 and the constructional steel column is enhanced after concrete casting is performed.
As an alternative implementation manner of this embodiment, in order to realize the assembled fixed connection between the constructional steel column and the steel beam 102, the steel structure frame in this embodiment includes a steel beam web 600, one end of the steel beam web 600 is fixedly connected with the end of the steel beam 102 through a connecting bolt 400, and the other end is fixedly connected with the horizontal beam support 302 through a connecting bolt 400.
Further, the constructional steel column of the present embodiment includes a horizontal joist lower flange plate 306 fixedly connected to the peripheral wall of the vertical steel column 301, the horizontal joist lower flange plate 306 is located below the horizontal joist support 302, and the length of the horizontal joist lower flange plate 306 extending along the horizontal direction is longer than the length of the horizontal joist support 302 extending along the horizontal direction. In this way, when the fixing assembly between the steel beam 102 and the constructional steel column is performed, the steel beam 102 is first placed on the horizontal joist lower flange plate 306 for supporting and positioning, and then the fixing connection between the steel beam 102 and the horizontal joist support 302 is performed.
The horizontal beam support 302 and the lower flange plate 306 of the horizontal joist are integrally and fixedly connected to form an inverted T-shaped beam support.
Referring to fig. 5 to 6, as an alternative implementation manner of the present embodiment, the steel structure frame of the present embodiment includes a frame steel column 101 extending in a vertical direction, and the steel beam 102 is fixedly connected with the frame steel column 101; the frame steel column 101 comprises a frame steel column body 111, an upper connecting plate 103 and a lower connecting plate 104 are arranged on one wall surface of the frame steel column body 111, the length of the upper connecting plate 103 extending along the horizontal direction is smaller than that of the lower connecting plate 104 extending along the horizontal direction, a lower flange plate 109 of the steel beam 102 is supported on the lower connecting plate 104, an upper flange plate 108 of the steel beam is fixedly connected with the upper connecting plate 103, and a lower flange plate 109 of the steel beam 102 is fixedly connected with the lower connecting plate 104.
In this embodiment, the upper connecting plate 103 and the lower connecting plate 104 with short upper and long lower parts extend out of the frame steel column 111, so when the steel beam 102 and the frame steel column 101 are fixedly connected, the lower flange plate 109 of the steel beam 102 is supported on the lower connecting plate 104, the upper flange plate 108 of the steel beam is fixedly connected with the upper connecting plate 103, the lower flange plate 109 of the steel beam 102 is fixedly connected with the lower connecting plate 104, and the installation mode of pre-positioning and then fixedly connecting the steel beam 102 is realized, so that the installation operation is more convenient.
As an alternative implementation manner of this embodiment, in order to realize the fixed connection between the upper flange plate 108 of the steel beam and the upper connecting plate 103, the frame steel column 101 includes an upper flange connecting plate 105 and a lower flange connecting plate 106, the upper flange connecting plate 105 and the lower flange connecting plate 106 clamp the upper flange plate 108 of the upper connecting plate 103 and the steel beam 102 therebetween, two ends of the upper flange connecting plate 105 are respectively and fixedly connected with the upper flange plates 108 of the upper connecting plate 103 and the steel beam 102, and two ends of the lower flange connecting plate 106 are respectively and fixedly connected with the upper flange plates 108 of the upper connecting plate 103 and the steel beam 102.
In an alternative implementation manner of this embodiment, in order to achieve the fixed connection between the lower flange plate 109 of the steel beam 102 and the lower connection plate 104, the lower flange plate 109 of the steel beam 102 is supported on the lower connection plate 104 in a stacked manner and is fixedly connected by a connection bolt 400.
Further, the steel beam 102 in this embodiment includes a steel beam web 110 connecting the upper flange plate 108 and the lower flange plate 109, the frame steel column 101 includes a connecting web 107 connecting the upper connecting plate 103 and the lower connecting plate 104, the connecting web 107 is fixedly connected with the steel beam web 110 through a web connecting plate 800, one end of the web connecting plate 800 is fixedly connected with the steel beam web 110 through a fastening bolt 400, and the other end is fixedly connected with the connecting web 107 through a fastening bolt 400.
The above embodiments are only for illustrating the present utility model and not for limiting the technical solutions described in the present utility model, and although the present utility model has been described in detail in the present specification with reference to the above embodiments, the present utility model is not limited to the above specific embodiments, and thus any modifications or equivalent substitutions are made to the present utility model; all technical solutions and modifications thereof that do not depart from the spirit and scope of the utility model are intended to be included in the scope of the appended claims.
Claims (10)
1. The utility model provides a steel frame mixed structure in full assembly urceolus of assembled building which characterized in that includes:
the steel structure frame comprises steel beams which are transversely and longitudinally staggered in the horizontal direction;
the prefabricated concrete outer wall is enclosed outside the steel structure frame to form a structure outer wall of the fabricated building, a prefabricated wall embedded part is pre-embedded and fixed in the prefabricated concrete outer wall, and one end of the prefabricated wall embedded part extends out of the end part of the prefabricated concrete outer wall;
and the constructional steel column comprises a vertical steel column and a horizontal beam support, wherein the vertical steel column is arranged between two adjacent precast concrete outer walls and extends along the vertical direction, the horizontal beam support is fixedly connected with the peripheral wall of the vertical steel column, the vertical steel column is respectively fixedly connected with precast wall embedded parts of the two precast concrete outer walls, one end of the horizontal beam support extends out of the precast concrete outer walls along the horizontal direction and is fixedly connected with the outer end parts of the steel beams, and the constructional steel column and the two adjacent precast concrete outer walls are fixedly connected into an integral structure through concrete pouring between the end parts of the two adjacent precast concrete outer walls.
2. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 1, wherein the vertical steel column is fixedly connected with a first horizontal connecting piece, two ends of the first horizontal connecting piece extend towards two sides of the vertical steel column respectively and are fixedly connected with prefabricated wall embedded parts of prefabricated concrete outer walls on two sides through connecting bolts.
3. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 2, wherein an adjusting base plate is arranged between the first horizontal connecting piece and the prefabricated wall embedded part.
4. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 2, wherein the vertical steel columns are vertical I-shaped steel columns, horizontal connecting steel bars and vertical connecting steel bars are preset between the prefabricated concrete outer walls, and the horizontal connecting steel bars and the vertical connecting steel bars are arranged in a staggered mode.
5. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 1, wherein the steel structure frame comprises a steel beam web, one end of the steel beam web is fixedly connected with the end part of the steel beam through a connecting bolt, and the other end of the steel beam web is fixedly connected with the horizontal beam support through a connecting bolt.
6. The fully assembled outer cylinder inner steel frame mixed structure of the assembled building according to claim 5, wherein the constructional steel column comprises a horizontal joist lower flange plate fixedly connected with the outer peripheral wall of the vertical steel column, the horizontal joist lower flange plate is positioned below the horizontal joist support, and the length of the horizontal joist lower flange plate extending along the horizontal direction is longer than the length of the horizontal joist support extending along the horizontal direction.
7. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 1, wherein the steel structure frame comprises a frame steel column extending along the vertical direction, and the steel beam is fixedly connected with the frame steel column;
the frame steel column comprises a frame steel column body, an upper connecting plate and a lower connecting plate are arranged on one wall surface of the frame steel column body, the length of the upper connecting plate extending along the horizontal direction is smaller than that of the lower connecting plate extending along the horizontal direction, a lower flange plate of the steel beam is supported on the lower connecting plate, the upper flange plate of the steel beam is fixedly connected with the upper connecting plate, and a lower flange plate of the steel beam is fixedly connected with the lower connecting plate.
8. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 7, wherein the frame steel column comprises an upper flange connecting plate and a lower flange connecting plate, upper flange plates of the upper connecting plate and the steel beam are clamped between the upper flange connecting plate and the lower flange connecting plate, two ends of the upper flange connecting plate are respectively and fixedly connected with the upper flange plates of the upper connecting plate and the steel beam, and two ends of the lower flange connecting plate are respectively and fixedly connected with the upper flange plates of the upper connecting plate and the steel beam.
9. The steel frame mixed structure in the full-assembled outer cylinder of the assembled building according to claim 7, wherein the lower flange plates of the steel beams are supported on the lower connecting plate in a stacked manner and fixedly connected through connecting bolts.
10. The fully assembled outer cylinder inner steel frame mixed structure of the assembled building according to claim 7, wherein the steel beam comprises a steel beam web plate for connecting an upper flange plate and a lower flange plate, the frame steel column comprises a connecting web plate for connecting an upper connecting plate and a lower connecting plate, the connecting web plate is fixedly connected with the steel beam web plate through a web plate connecting plate, one end of the web plate is fixedly connected with the steel beam web plate through a fastening bolt, and the other end of the web plate is fixedly connected with the connecting web plate through a fastening bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320108300.6U CN219586976U (en) | 2023-02-03 | 2023-02-03 | Steel frame mixed structure in full-assembled urceolus of assembled building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320108300.6U CN219586976U (en) | 2023-02-03 | 2023-02-03 | Steel frame mixed structure in full-assembled urceolus of assembled building |
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| CN219586976U true CN219586976U (en) | 2023-08-25 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202320108300.6U Active CN219586976U (en) | 2023-02-03 | 2023-02-03 | Steel frame mixed structure in full-assembled urceolus of assembled building |
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| CN (1) | CN219586976U (en) |
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2023
- 2023-02-03 CN CN202320108300.6U patent/CN219586976U/en active Active
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