CN117145056B - Hybrid assembly building assembly component and assembly method - Google Patents
Hybrid assembly building assembly component and assembly method Download PDFInfo
- Publication number
- CN117145056B CN117145056B CN202311134639.4A CN202311134639A CN117145056B CN 117145056 B CN117145056 B CN 117145056B CN 202311134639 A CN202311134639 A CN 202311134639A CN 117145056 B CN117145056 B CN 117145056B
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- coamings
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 13
- 239000010959 steel Substances 0.000 claims abstract description 13
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 11
- 238000003466 welding Methods 0.000 claims abstract description 10
- 230000000149 penetrating effect Effects 0.000 claims abstract description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 13
- 238000005553 drilling Methods 0.000 claims description 12
- 238000004873 anchoring Methods 0.000 claims description 11
- 238000010079 rubber tapping Methods 0.000 claims description 11
- 238000007789 sealing Methods 0.000 claims description 8
- 239000004568 cement Substances 0.000 claims description 5
- 238000003491 array Methods 0.000 claims description 4
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000003754 machining Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 3
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to a hybrid assembly building assembly component and an assembly method, comprising the following steps: the main structure column is made of reinforced concrete; a support inner frame comprising a plurality of inner coamings surrounding the main structural column surface, the inner coamings being secured to the main structural column surface by a main support screw array; a plurality of internal connection openings for filling concrete are arranged on the surface of the inner coaming in a penetrating way; the support frame comprises a plurality of outer coamings arranged on the periphery of the support inner frame, the outer coamings are fixedly connected with each other, and the outer coamings are also fixed on the main support screw; the two longitudinal ends of the support outer frame are also fixed with stop blocks, the stop blocks are contacted with the end parts of the support inner frame, and the middle part of the support outer frame is filled with reinforced concrete; and the connecting plate is used for welding and connecting the steel structural beam and is fixed to the surface of the supporting outer frame through an external bolt.
Description
Technical Field
The invention relates to a hybrid assembly building assembly component and an assembly method, in particular to a component structure of a connection node of a steel bar structure and a steel structure and an assembly method of the component.
Background
When the steel structure and the concrete structural column are fixed, in the prior art, the steel structure and the concrete structural column are generally directly perforated, and then the steel structure and the concrete structural column are fixed through expansion bolts or bolts and bolt anchoring agents; because the steel construction is commonly applicable to the superstructure of high-rise building or large-scale factory building, its building can be because of the local change of wind pressure and bearing capacity in daily use, the extrusion force of steel construction can pass through the bolt and transmit concrete layer, and the bolt then can extrude or shear the bolt hole, lead to the bolt hole of local concrete to burst apart or be the wearing and tearing of bolt hole very easily at last, this kind of condition can bring great wound for the constructional column, not only can make the fixed emergence of steel construction and constructional column become flexible, also can bring the hidden danger for the intensity of constructional column.
Disclosure of Invention
The invention aims to solve the technical problems that: the technical problem in the prior art is solved, and a hybrid assembly building assembly component and an assembly method are provided.
The technical scheme adopted for solving the technical problems is as follows:
a hybrid building block assembly comprising: the main structure post of reinforced concrete material still includes:
the support inner frame comprises a plurality of inner coamings surrounding the surface of the main structural column, and the inner coamings are molded according to the outline shape of the main structural column; a plurality of main supporting screws which are mutually intersected are arranged in the main structural column in an array manner, the main supporting screws penetrate through the middle of the inner coaming, first fixing nuts are fixedly arranged on two sides of the main supporting screws in a threaded manner, and the inner coaming is fixed on the surface of the main structural column through the first fixing nuts; a plurality of internal connection openings are also arranged on the surface of the inner coaming in a penetrating way;
the support frame comprises a plurality of outer coamings arranged on the periphery of the support inner frame, the outer coamings are fixedly connected with each other, the tail end of the main support screw rod penetrates through the outer coamings, a second fixing nut is fixed on the tail end of the main support screw rod through threads and is pressed to the surface of the outer coamings, and a plurality of outer connecting openings are arranged on the outer coamings in an array mode; stop blocks are further fixed at the two longitudinal ends of the support outer frame and are in contact with the end parts of the support inner frame;
a middle filling medium comprising a reinforced concrete structure arranged in the filling section;
the connecting plate is used for welding and connecting a steel structural beam, a plurality of bolt holes are arrayed on the connecting plate, the connecting plate is fixed on the surface of the supporting outer frame through external bolts, and the external bolts penetrate through the middle filling medium through the external connecting openings and extend to the internal connecting openings;
wherein, the inner connecting opening and the outer connecting opening are filled with reinforced concrete structures integrated with medium filled in the middle;
wherein, inlay the opening that is used for inlaying outside bolt top is arranged on the connecting plate.
As a further development of the invention, the outer bolts are fixed into the middle filling medium by means of bolt anchors; compared with expansion bolts, the bolt anchoring agent has smaller opening degree and smaller influence on bolt holes.
As a further improvement of the invention, a plurality of first raised ribs are arranged on the inner side surface and the outer side surface of the inner coaming in an array manner; a plurality of second raised ribs are arranged on the inner side surface of the outer coaming in an array manner; the first protruding muscle and the protruding muscle of second can further promote inside bounding wall and outside bounding wall for the frictional force of middle part packing medium, guarantee bonding strength.
As a further improvement of the invention, a plurality of auxiliary bolt holes are also arranged on the connecting plate in an array manner, self-tapping bolts are fixed in the auxiliary bolt holes, and the connecting plate is fixed with the external coaming through the self-tapping bolts; the self-tapping bolt is fixedly connected, so that the load of the connecting plate can be transferred to the supporting outer frame except for the middle filling medium, the supporting outer frame is connected with the surface of the middle filling medium through friction, the external bolt can be assisted, and the shearing force of the middle filling medium when the external bolt floats is reduced.
As a further improvement of the invention, two transverse ends of the outer coaming are respectively provided with a connecting strip, and the adjacent outer coamings are fixed by the interconnection of the connecting strips; the connecting strip can promote the area of contact when fixed, guarantees fixed strength.
As a further development of the invention, the connecting strips are fixedly connected to one another by means of a screw assembly.
The assembling method of the hybrid assembled building assembly is characterized by comprising the following steps of:
the method comprises the steps of fixing a main supporting screw, drilling main fixing holes on a main structural column in an array mode, vertically arranging the main fixing holes between adjacent main fixing holes, placing a bolt anchoring agent in the main fixing holes, and screwing the main supporting screw into the main supporting screw through a drilling machine;
secondly, fixing the supporting inner frame, coating cement with the same thickness as the internal coaming on the surface of the main structural column, attaching the internal coaming to the surface of the main structural column, and fixing and screwing a first fixing nut on a main supporting screw;
fixing the outer surrounding plates of the support outer frame to the tail ends of the main support screws, fixing the transverse end parts of the outer surrounding plates of the support outer frame by a bolt group in pairs, so that the outer surrounding plates form a closed space, and screwing in a second fixing nut to fix the support outer frame;
fourthly, arranging a medium filled in the middle part, welding and fixing a stop block at the bottom of the outer enclosing plate, sealing the bottom of the sealing space, placing a reinforcing steel bar structure in the sealing space, covering a template on the surface of the outer enclosing plate to seal the external connection opening, then pouring concrete slurry mixed with a concrete expanding agent in the sealing space, and welding and fixing the stop block at the top of the outer enclosing plate after pouring is finished; finally waiting for the solidification of the concrete;
fifthly, fixing a connecting plate, wherein the connecting plate is welded and fixed to the end part of a cross beam or other auxiliary beams; removing the templates on the surface of the external template, drilling fixing holes with the machining depth slightly longer than the width of the closed space in each external connection opening through a drilling machine, and placing bolt anchoring agents in the fixing holes; and then the connecting plate is fixed by external bolts fixed in the fixing holes, and the connecting plate is fixed in an auxiliary way by self-tapping bolts.
As a further improvement of the invention, the external bolt arrays positioned in the longitudinal direction of the support frame and the external bolt arrays positioned in the transverse direction of the support frame are staggered in the axial direction of the support frame; the staggered arrangement can reduce the damage of the bolts caused by mutual interference among the bolts, and improve the structural stability.
The beneficial effects of the invention are as follows:
1. according to the invention, the prior art is improved, and the steel structure and the concrete structure column in the prior art are fixed by bolt anchoring to the friction force of the supporting inner frame provided by the expanded concrete filled in the middle; after the concrete filled with the medium in the middle is solidified and expanded, the structure can bidirectionally extrude the supporting inner frame and the supporting outer frame, and after extrusion, the friction force between the medium filled in the middle and the surfaces of the supporting inner frame and the supporting outer frame is increased, so that a good fixing effect is ensured;
2. in addition, even if the concrete part of the middle filling medium is broken because the outer bolt presses the bolt hole, the volume of the broken concrete part can be continuously expanded, the support inner frame and the support outer frame are further pressed, and the bonding strength is ensured.
3. The beam is fixed with the support frame through the connecting plate, the connecting plate mainly drives the support frame to float when the beam vibrates along with a building, the support frame mainly drives the outer bolts to float relative to the middle filling medium, the middle filling medium mainly depends on the expansion friction force of concrete to be fixed with the structural column, the structure is limited to a plurality of main support screws, and the influence on the structural column is small, so that the damage influence on the main support column caused by the fixing structure in the beam floating process is also small, and the whole service life of the structure can be ensured.
Drawings
The invention will be further described with reference to the drawings and examples.
FIG. 1 is a schematic longitudinal cross-sectional view of the present invention;
FIG. 2 is a schematic transverse cross-section of the present invention;
FIG. 3 is a schematic view of an interior enclosure;
fig. 4 is a schematic view of an external coaming.
In the figure: 1. a main structural column; 1-1, a main structural column reinforcement; 1-2, main structural column concrete; 2. an inner coaming; 2-1, connecting the inner connecting openings; 2-2, a main supporting screw; 2-3, first raised ribs; 3. the middle part is filled with a medium; 3-1, middle structural steel bars; 4. an outer shroud; 4-1, an external connection opening; 4-2, second raised ribs; 5. a connecting plate; 6. an external bolt; 7. a first fixing nut; 8. a second fixing nut; 9. a stop block; 10. a connecting strip; 10-1, auxiliary bolt holes; 11. a set of secondary bolts; 12. self-tapping bolts; 13. a main bolt hole.
Detailed Description
The invention will now be described in further detail with reference to the accompanying drawings. The drawings are simplified schematic representations which merely illustrate the basic structure of the invention and therefore show only the structures which are relevant to the invention.
As shown in fig. 1, the present invention is a hybrid building block assembly comprising:
as shown in fig. 1 and 2, the main structural column is made of reinforced concrete, and is formed by pouring internal main structural column reinforced bars and main structural column concrete, and is perforated in the main structure, and main supporting screw rods are fixed through bolt anchoring agents and are mutually and vertically arranged between adjacent main supporting screw rods;
as shown in fig. 1, 2 and 3, the support inner frame comprises a plurality of inner coamings surrounding the main structural column surface, the inner coamings comprise four groups, the array is fixed to the main structural column surface of the rectangular structure, and a plurality of main bolt holes for penetrating the main support screw rods are arranged on the inner coamings in a linear array; the two sides of the main supporting screw rod respectively penetrate through the middle part of the inner coaming, the two sides of the main supporting screw rod are respectively and fixedly provided with a first fixing nut in a threaded manner, and the inner coaming is fixed on the surface of the main structural column through the first fixing nuts; a plurality of internal connection openings for filling concrete are arranged on the surface of the inner coaming in a penetrating way;
as shown in fig. 1, 2 and 4, a filling section is arranged between the supporting outer frame and the supporting inner frame, the supporting outer frame comprises a plurality of outer coamings which are arranged on the periphery of the supporting inner frame, the outer coamings are fixedly connected with each other, a plurality of main bolt holes for penetrating into main supporting screws are also arranged on the outer coamings in a linear array manner, the tail ends of the main supporting screws penetrate through the outer coamings, a second fixing nut is fixed on the tail ends of the main supporting screws through threads, the second fixing nut is pressed to the surface of the outer coamings, and a plurality of outer connecting openings are arranged on the outer coamings in an array manner; stop blocks are further fixed at the two longitudinal ends of the support outer frame and are in contact with the end parts of the support inner frame;
as in fig. 1 and 2, the middle filling medium comprises a reinforced concrete structure arranged in a filling section;
as shown in fig. 1 and 2, and a connection plate for welding and connecting the steel structural beams, on which a plurality of bolt holes are arranged in an array, the connection plate is fixed to the surface of the support frame by external bolts, the external bolts penetrate through the middle filling medium through the external connection openings and extend to the internal connection openings, and the external bolts are also fixed by bolt anchoring agents;
wherein, the inner connecting opening and the outer connecting opening are filled with reinforced concrete structures integrated with medium filled in the middle;
wherein, inlay the opening that is used for inlaying outside bolt top is arranged on the connecting plate.
As shown in fig. 3 and 4, further, in order to improve the bonding strength, a plurality of first raised ribs integrally cast with the inner coaming are arranged on the inner side surface and the outer side surface of the inner coaming in an array manner; a plurality of second raised ribs which are integrally cast with the outer coaming are arranged on the inner side surface of the outer coaming in an array manner;
as shown in fig. 2, further, a plurality of auxiliary bolt holes are arranged on the connecting plate in an array manner, self-tapping bolts are fixed in the auxiliary bolt holes, and the connecting plate is fixed with the external coaming through the self-tapping bolts;
as shown in fig. 2 and fig. 4, further, a connecting strip is respectively arranged at two transverse ends of the outer coaming, adjacent outer coamings are mutually connected and fixed through the connecting strip, a plurality of auxiliary bolt holes are arranged on the connecting strip in an array manner, and the adjacent connecting strips are mutually fixed through auxiliary bolt groups;
the assembling method of the hybrid assembled building assembly is characterized by comprising the following steps of:
the method comprises the steps of fixing a main supporting screw, drilling main fixing holes on a main structural column in an array mode, vertically arranging the main fixing holes between adjacent main fixing holes, placing a bolt anchoring agent in the main fixing holes, and screwing the main supporting screw into the main supporting screw through a drilling machine;
secondly, fixing the supporting inner frame, coating cement with the same thickness as the internal coaming on the surface of the main structural column, attaching the internal coaming to the surface of the main structural column, and fixing and screwing a first fixing nut on a main supporting screw;
fixing the outer surrounding plates of the support outer frame to the tail ends of the main support screws, fixing the transverse end parts of the outer surrounding plates of the support outer frame by a bolt group in pairs, so that the outer surrounding plates form a closed space, and screwing in a second fixing nut to fix the support outer frame;
fourthly, arranging a medium filled in the middle part, welding and fixing a stop block at the bottom of the outer enclosing plate to enable the bottom of the closed space to be closed, placing a middle structural steel bar in the closed space, covering a template on the surface of the outer enclosing plate to seal an external connection opening, then pouring concrete slurry mixed with a concrete expanding agent in the closed space, and welding and fixing the stop block at the top of the outer enclosing plate after pouring is completed; finally waiting for the solidification of the concrete;
fifthly, fixing a connecting plate, wherein the connecting plate is welded and fixed to the end part of a cross beam or other auxiliary beams; removing the templates on the surface of the external template, drilling fixing holes with the machining depth slightly longer than the width of the closed space in each external connection opening through a drilling machine, and placing bolt anchoring agents in the fixing holes; then, fixing the connecting plate through external bolts fixed in the fixing holes, wherein an external bolt array positioned in the longitudinal direction of the support outer frame and an external bolt array positioned in the transverse direction of the support outer frame are staggered in the axial direction of the support outer frame; and meanwhile, the connecting plate is fixed in an auxiliary way through the self-tapping bolt.
With the above-described preferred embodiments according to the present invention as an illustration, the above-described descriptions can be used by persons skilled in the relevant art to make various changes and modifications without departing from the scope of the technical idea of the present invention. The technical scope of the present invention is not limited to the description, but must be determined according to the scope of claims.
Claims (8)
1. A hybrid building block assembly comprising: the main structure post of reinforced concrete material, characterized by still includes:
the support inner frame comprises a plurality of inner coamings surrounding the surface of the main structural column, and the inner coamings are molded according to the outline shape of the main structural column; a plurality of main supporting screws which are mutually intersected are arranged in the main structural column in an array manner, the main supporting screws penetrate through the middle of the inner coaming, first fixing nuts are fixedly arranged on two sides of the main supporting screws in a threaded manner, and the inner coaming is fixed on the surface of the main structural column through the first fixing nuts; a plurality of internal connection openings are also arranged on the surface of the inner coaming in a penetrating way;
the support frame comprises a plurality of outer coamings arranged on the periphery of the support inner frame, the outer coamings are fixedly connected with each other, the tail end of the main support screw rod penetrates through the outer coamings, a second fixing nut is fixed on the tail end of the main support screw rod through threads and is pressed to the surface of the outer coamings, and a plurality of outer connecting openings are arranged on the outer coamings in an array mode; stop blocks are further fixed at the two longitudinal ends of the support outer frame and are in contact with the end parts of the support inner frame;
a middle filling medium comprising a reinforced concrete structure arranged in the filling section;
the connecting plate is used for welding and connecting a steel structural beam, a plurality of bolt holes are arrayed on the connecting plate, the connecting plate is fixed on the surface of the supporting outer frame through external bolts, and the external bolts penetrate through the middle filling medium through the external connecting openings and extend to the internal connecting openings;
wherein, the inner connecting opening and the outer connecting opening are filled with reinforced concrete structures integrated with medium filled in the middle;
wherein, an embedding opening for embedding the top end of the external bolt is arranged on the connecting plate;
the surface of the main structural column is coated with cement with the same thickness as that of the inner coaming, the inner coaming is attached to the surface of the main structural column through cement, and the first fixing nut is fixed on the main supporting screw rod and screwed.
2. A hybrid building block assembly as defined in claim 1, wherein: the outer bolts are secured into the middle fill medium by a bolt anchor.
3. A hybrid building block assembly as defined in claim 1, wherein: a plurality of first raised ribs are arranged on the inner side surface and the outer side surface of the inner coaming in an array manner; a plurality of second raised ribs are arranged on the inner side surface of the outer coaming in an array manner.
4. A hybrid building block assembly as defined in claim 1, wherein: a plurality of auxiliary bolt holes are also arranged on the connecting plate in an array mode, self-tapping bolts are fixed in the auxiliary bolt holes, and the connecting plate is fixed with the external coaming through the self-tapping bolts.
5. A hybrid building block assembly as defined in claim 1, wherein: the two transverse ends of the outer coamings are respectively provided with a connecting strip, and the adjacent outer coamings are fixed through the interconnection of the connecting strips.
6. A hybrid building block assembly as defined in claim 5, wherein: the connecting strips are fixedly connected with each other through a bolt group.
7. A method of assembling a hybrid building block assembly according to claim 1, comprising the steps of:
the method comprises the steps of fixing a main supporting screw, drilling main fixing holes on a main structural column in an array mode, vertically arranging the main fixing holes between adjacent main fixing holes, placing a bolt anchoring agent in the main fixing holes, and screwing the main supporting screw into the main supporting screw through a drilling machine;
secondly, fixing the supporting inner frame, coating cement with the same thickness as the internal coaming on the surface of the main structural column, attaching the internal coaming to the surface of the main structural column, and fixing and screwing a first fixing nut on a main supporting screw;
fixing the outer surrounding plates of the support outer frame to the tail ends of the main support screws, fixing the transverse end parts of the outer surrounding plates of the support outer frame by a bolt group in pairs, so that the outer surrounding plates form a closed space, and screwing in a second fixing nut to fix the support outer frame;
fourthly, arranging a medium filled in the middle part, welding and fixing a stop block at the bottom of the outer enclosing plate, sealing the bottom of the sealing space, placing a reinforcing steel bar structure in the sealing space, covering a template on the surface of the outer enclosing plate to seal the external connection opening, then pouring concrete slurry mixed with a concrete expanding agent in the sealing space, and welding and fixing the stop block at the top of the outer enclosing plate after pouring is finished; finally waiting for the solidification of the concrete;
fifthly, fixing a connecting plate, wherein the connecting plate is welded and fixed to the end part of a cross beam or other auxiliary beams; removing the templates on the surface of the external template, drilling fixing holes with the machining depth slightly longer than the width of the closed space in each external connection opening through a drilling machine, and placing bolt anchoring agents in the fixing holes; and then the connecting plate is fixed by external bolts fixed in the fixing holes, and the connecting plate is fixed in an auxiliary way by self-tapping bolts.
8. The method of assembling a hybrid building block assembly of claim 7, wherein: the external bolt arrays positioned in the longitudinal direction of the support outer frame and the external bolt arrays positioned in the transverse direction of the support outer frame are staggered in the axial direction of the support outer frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311134639.4A CN117145056B (en) | 2023-09-04 | 2023-09-04 | Hybrid assembly building assembly component and assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202311134639.4A CN117145056B (en) | 2023-09-04 | 2023-09-04 | Hybrid assembly building assembly component and assembly method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN117145056A CN117145056A (en) | 2023-12-01 |
| CN117145056B true CN117145056B (en) | 2024-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202311134639.4A Active CN117145056B (en) | 2023-09-04 | 2023-09-04 | Hybrid assembly building assembly component and assembly method |
Country Status (1)
| Country | Link |
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| CN (1) | CN117145056B (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02221535A (en) * | 1989-02-21 | 1990-09-04 | Taisei Corp | Connecting structure for pillar and beam |
| JPH10299088A (en) * | 1997-04-24 | 1998-11-10 | Yutaka Fukuda | Joint member for precast concrete column |
| JP2005248623A (en) * | 2004-03-05 | 2005-09-15 | Nippon Steel Corp | High tension bolt joint structure of column and beam having h-shaped cross section |
| JP2007211449A (en) * | 2006-02-08 | 2007-08-23 | Shimizu Corp | Structure and construction method for joining steel-frame beam and concrete body together |
| JP2008019614A (en) * | 2006-07-12 | 2008-01-31 | Takenaka Komuten Co Ltd | Column/beam joining structure and column/beam joining method |
| CN219387311U (en) * | 2023-03-14 | 2023-07-21 | 宝胜系统集成科技股份有限公司 | Frame post connection structure |
-
2023
- 2023-09-04 CN CN202311134639.4A patent/CN117145056B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02221535A (en) * | 1989-02-21 | 1990-09-04 | Taisei Corp | Connecting structure for pillar and beam |
| JPH10299088A (en) * | 1997-04-24 | 1998-11-10 | Yutaka Fukuda | Joint member for precast concrete column |
| JP2005248623A (en) * | 2004-03-05 | 2005-09-15 | Nippon Steel Corp | High tension bolt joint structure of column and beam having h-shaped cross section |
| JP2007211449A (en) * | 2006-02-08 | 2007-08-23 | Shimizu Corp | Structure and construction method for joining steel-frame beam and concrete body together |
| JP2008019614A (en) * | 2006-07-12 | 2008-01-31 | Takenaka Komuten Co Ltd | Column/beam joining structure and column/beam joining method |
| CN219387311U (en) * | 2023-03-14 | 2023-07-21 | 宝胜系统集成科技股份有限公司 | Frame post connection structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN117145056A (en) | 2023-12-01 |
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