CN112267560A - Steel construction assembled building component - Google Patents

Steel construction assembled building component Download PDF

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Publication number
CN112267560A
CN112267560A CN202011418319.8A CN202011418319A CN112267560A CN 112267560 A CN112267560 A CN 112267560A CN 202011418319 A CN202011418319 A CN 202011418319A CN 112267560 A CN112267560 A CN 112267560A
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CN
China
Prior art keywords
plate
groove
steel connecting
shaped steel
connecting plate
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Granted
Application number
CN202011418319.8A
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Chinese (zh)
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CN112267560B (en
Inventor
汤强
程志敏
李兵兵
张国平
熊桂林
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North Engineering Co Ltd of China Railway Construction Engineering Group Co Ltd
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North Engineering Co Ltd of China Railway Construction Engineering Group Co Ltd
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Priority to CN202011418319.8A priority Critical patent/CN112267560B/en
Publication of CN112267560A publication Critical patent/CN112267560A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/6116Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by locking means on lateral surfaces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/61Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • E04B1/6137Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface the connection made by formlocking

Abstract

The application relates to a steel structure assembly type building assembly, which comprises a precast slab and an I-shaped steel connecting plate, wherein the precast slab is inserted into the I-shaped steel connecting plate and clamped; the end part of the I-shaped steel connecting plate is fixedly connected with a limiting plate, the limiting plate is perpendicular to the I-shaped steel connecting plate, a limiting groove is formed in the position, corresponding to the limiting plate, of the prefabricated plate, the limiting plate is inserted into the limiting groove to form clamping connection, connection between the prefabricated plate and the I-shaped steel connecting plate is strengthened, and matching between the prefabricated plate and the I-shaped steel connecting plate is further strengthened. This application has the effect that improves connection stability between the assembly type building component.

Description

Steel construction assembled building component
Technical Field
The application relates to the field of assembled steel structures, in particular to a steel structure assembled building assembly.
Background
The fabricated building is a building fabricated on the site by prefabricated components, and has the advantages of high construction speed, less restriction of climate conditions, labor saving and building quality improvement.
The existing Chinese patent with reference to publication number CN111021584A discloses an assembly type wallboard connecting structure, which comprises a base upper clamping seat and wallboards, wherein the base and the upper clamping seat are used for fixing the wallboards, a plurality of wallboards are uniformly distributed between the base and the upper clamping seat, the wallboards are connected through a connecting component, an anti-toppling mechanism used for protecting the wallboards is arranged between the adjacent wallboards, and the middle part of each wallboard is provided with a thermal insulation layer mounting groove; the embodiment of the invention is provided with the connecting assembly, so that the stable connection of the wallboards is realized, the wallboards are prevented from falling off, the construction of an assembly type building is facilitated, meanwhile, the arrangement of the anti-toppling mechanism avoids toppling of the wallboards, the wallboards can be buffered and protected, and the service life of the wallboards is prolonged.
In view of the above-mentioned related art, the inventors consider that the assembled wallboard connecting structure has a defect of poor connection stability during use.
Disclosure of Invention
In order to improve the connection stability between the prefabricated building components, the application provides a steel construction prefabricated building components.
The application provides a steel construction assembled building component adopts following technical scheme:
a steel structure assembly type building assembly comprises precast slabs and I-shaped steel connecting plates, wherein the precast slabs are inserted into the I-shaped steel connecting plates and clamped; the end part of the I-shaped steel connecting plate is fixedly connected with a limiting plate, the limiting plate is perpendicular to the I-shaped steel connecting plate, a limiting groove is formed in the position, corresponding to the limiting plate, of the prefabricated plate, and the limiting plate is inserted into the limiting groove and clamped.
By adopting the technical scheme, when the steel structure assembly type building assembly is used, the prefabricated plates are placed on two sides of the I-shaped steel connecting plate, the prefabricated plates are inserted into the I-shaped steel connecting plate from the end parts of the I-shaped steel connecting plate, the connection stability between the prefabricated plates and the I-shaped steel connecting plate is enhanced, meanwhile, the limiting plates on the I-shaped steel connecting plate are inserted into the limiting grooves of the prefabricated plates to form clamping connection, the connection stability between the bottom of the I-shaped steel connecting plate and the surface of the prefabricated plates is enhanced, the matching between the prefabricated plates and the I-shaped steel connecting plate is further enhanced, and the effect of improving the connection.
Preferably, the I-steel connecting plate and the prefabricated plate are integrally and fixedly connected with a convex block, the position of the prefabricated plate corresponding to the convex block is inwards sunken to form a groove matched with the convex block, and the convex block is inserted into the groove to form clamping connection.
By adopting the technical scheme, when the prefabricated plate is inserted into the I-shaped steel connecting plate, the convex block on the I-shaped steel connecting plate is inserted into the groove of the prefabricated plate, so that the connection between the I-shaped steel connecting plate and the prefabricated plate is enhanced, the matching between the I-shaped steel connecting plate and the prefabricated plate is enhanced, and the connection stability between the I-shaped steel connecting plate and the prefabricated plate is improved.
Preferably, the groove is arranged in a gradually expanding manner from the inside to the opening end close to the groove.
By adopting the technical scheme, the groove is gradually enlarged from the inside to the opening end close to the groove, so that the inner wall of the groove is inclined, the convex block of the I-shaped steel connecting plate is inserted into the groove, the contact area between the convex block and the groove is increased, the connection effect between the I-shaped steel connecting plate and the prefabricated plate is enhanced, the inclined plane has a good buffering effect, when the prefabricated plate and the I-shaped steel connecting plate bear large vibration, the connection between the prefabricated plate and the I-shaped steel connecting plate is stable, and the connection stability is enhanced.
Preferably, a clamping strip is fixedly connected to the inclined plane inside the groove in an integrated mode, a clamping groove matched with the clamping strip is formed in the position, opposite to the clamping strip, of the I-shaped steel connecting plate, and the clamping strip is inserted into the clamping groove to form clamping.
By adopting the technical scheme, when the convex block on the I-shaped steel connecting plate is inserted into the groove of the prefabricated plate, the clamping strip in the groove is arranged in the clamping groove on the convex block, so that the connection between the convex block and the groove is further enhanced, the matching between the prefabricated plate and the I-shaped steel connecting plate is further enhanced, and the stability of the prefabricated plate in matching with the I-shaped steel connecting plate in use is improved.
Preferably, the top and the bottom of the I-steel connecting plate are both provided with connecting holes, reinforcing bolts are connected with the connecting holes in an internal thread mode, and the reinforcing bolts penetrate through the I-steel connecting plate to be connected with the precast slab.
By adopting the technical scheme, after the prefabricated plate is inserted into the I-shaped steel connecting plate and clamped with the I-shaped steel connecting plate, the reinforcing bolts penetrate through the connecting holes at the top and the bottom of the I-shaped steel connecting plate and are connected with the prefabricated plate, so that the connection between the I-shaped steel connecting plate and the prefabricated plate is further enhanced, the connection stability between the prefabricated plate and the I-shaped steel connecting plate is improved, and the using effect of the prefabricated plate matched with the I-shaped steel connecting plate is enhanced.
Preferably, a reinforcing groove is formed in the joint of the end faces of the precast slab and the I-shaped steel connecting plate, and a reinforcing plate is detachably connected in the reinforcing groove.
By adopting the technical scheme, the reinforcing groove is formed in the joint of the end faces of the prefabricated plate and the I-shaped steel connecting plate, the reinforcing plate is inserted into the reinforcing groove after the prefabricated plate is inserted into the I-shaped steel connecting plate, and the reinforcing plate is matched with the reinforcing groove to limit the prefabricated plate and the I-shaped steel connecting plate from the end faces of the prefabricated plate and the I-shaped steel connecting plate, so that the stability of the prefabricated plate and the I-shaped steel connecting plate in the matching use process is further enhanced, and the use effect of the prefabricated plate matched with the I-shaped steel connecting plate is improved.
Preferably, an auxiliary groove is communicated and arranged right below the reinforcing groove, a connector is vertically arranged at the position, opposite to the auxiliary groove, of the I-steel connecting plate, and the connector is communicated with the reinforcing groove and the auxiliary groove; the gusset plate includes first cardboard, second cardboard and floor, first cardboard, second cardboard interval parallel arrangement, and the floor is arranged in between first cardboard, the second cardboard and is fixed continuous with first cardboard, second cardboard.
By adopting the technical scheme, when the reinforcing plate is used for connecting the end faces of the prefabricated plate and the I-shaped steel connecting plate, the second clamping plate of the reinforcing plate is inserted into the reinforcing groove, the ribbed plate is aligned with the connecting port, after the second clamping plate is inserted into the reinforcing groove, the reinforcing plate is vertically moved downwards, the first clamping plate drives the second clamping plate to be inserted into the auxiliary groove, the ribbed plate is inserted into the connecting port, the reinforcing plates of the reinforcing plate, the prefabricated plate and the I-shaped steel connecting plate form clamping connection, the end faces of the prefabricated plate and the I-shaped steel connecting plate reinforce the matching between the prefabricated plate and the I-shaped steel connecting plate, and the stability between the prefabricated plate and the I-shaped steel connecting plate is further improved.
Preferably, a through hole is formed in the corner position of the first clamping plate, a limiting bolt is connected to the through hole in an internal thread mode, and the limiting bolt penetrates through the first clamping plate to be connected with the prefabricated plate and the I-shaped steel connecting plate.
By adopting the technical scheme, after the reinforcing plate and the reinforcing groove form clamping connection, the limiting bolt penetrates through the through hole of the first clamping plate and is connected with the prefabricated plate and the I-shaped steel connecting plate, the connection between the reinforcing plate and the prefabricated plate and between the reinforcing plate and the I-shaped steel connecting plate is enhanced, the fixing effect of the end faces of the prefabricated plate and the I-shaped steel connecting plate is further improved, and the use stability is enhanced.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the prefabricated plates are inserted into the I-shaped steel connecting plates to form clamping connection, so that the connection between the prefabricated plates and the I-shaped steel connecting plates is enhanced, and the connection stability between the assembly type building components is improved;
2. the lug is fixedly connected to the abutting position of the I-shaped steel connecting plate and the prefabricated plate integrally, the position of the prefabricated plate corresponding to the lug is recessed inwards to form a groove matched with the lug, and the lug is inserted into the groove to form clamping connection, so that the connection stability between the I-shaped steel connecting plate and the prefabricated plate is further improved;
3. the reinforcing groove is formed in the joint of the end faces of the prefabricated plate and the I-shaped steel connecting plate, the reinforcing plate is detachably connected in the reinforcing groove, the reinforcing plate is matched with the reinforcing groove to limit the prefabricated plate and the I-shaped steel connecting plate from the end faces of the prefabricated plate and the I-shaped steel connecting plate, and the using effect of the prefabricated plate matched with the I-shaped steel connecting plate is improved.
Drawings
FIG. 1 is a schematic overall structure of the present application;
FIG. 2 is a schematic cross-sectional structure view of the precast slab and I-steel joint plate of the present application;
FIG. 3 is an enlarged schematic view at A in FIG. 2;
FIG. 4 is an exploded view of the reinforcing plate and the prefabricated plate and I-beam connecting plate of the present application;
FIG. 5 is an enlarged schematic view at B in FIG. 4;
fig. 6 is a schematic view of the overall structure of the reinforcing plate of the present application.
Description of reference numerals: 1. prefabricating a slab; 11. a limiting groove; 12. a groove; 13. clamping the strip; 2. i-steel connecting plates; 21. a limiting plate; 22. a bump; 23. a card slot; 3. connecting holes; 31. reinforcing the bolt; 4. a reinforcing groove; 41. an auxiliary groove; 42. a connecting port; 5. a reinforcing plate; 51. a first clamping plate; 511. a through hole; 52. a second clamping plate; 53. a rib plate; 6. and a limiting bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
The embodiment of the application discloses steel construction assembled building component. With reference to fig. 1 and 2, the steel structure assembly type building assembly comprises prefabricated plates 1 and an i-steel connecting plate 2, wherein the prefabricated plates 1 are inserted into the i-steel connecting plate 2 and clamped; the end part of the I-shaped steel connecting plate 2 is fixedly connected with a limiting plate 21, the limiting plate 21 is perpendicular to the I-shaped steel connecting plate 2, a limiting groove 11 is formed in the position, corresponding to the limiting plate 21, of the prefabricated plate 1, the limiting plate 21 is inserted into the limiting groove 11 and clamped, connection between the prefabricated plate 1 and the I-shaped steel connecting plate 2 is strengthened, and the effect of improving connection stability between the assembly type building components is achieved.
With reference to fig. 2 and 3, the position where the i-steel connecting plate 2 abuts against the prefabricated plate 1 is integrally and fixedly connected with a projection 22, the position where the prefabricated plate 1 corresponds to the projection 22 is recessed inwards to form a groove 12 matched with the projection 22, the projection 22 is inserted into the groove 12 to form a clamping connection, when the prefabricated plate 1 is inserted into the i-steel connecting plate 2, the projection 22 on the i-steel connecting plate 2 is inserted into the groove 12 of the prefabricated plate 1, the connection between the i-steel connecting plate 2 and the prefabricated plate 1 is enhanced, the matching between the i-steel connecting plate 2 and the prefabricated plate 1 is enhanced, and the connection stability between the i-steel connecting plate 2 and the prefabricated plate 1 is improved.
With reference to fig. 2 and 3, the groove 12 is gradually enlarged from the inside toward the opening end close to the groove 12, so that the inner wall of the groove 12 is inclined, when the projection 22 of the i-steel connecting plate 2 is inserted into the groove 12, the contact area between the projection 22 and the groove 12 is increased, the connection effect between the i-steel connecting plate 2 and the prefabricated plate 1 is enhanced, meanwhile, the inclined surface has a good buffering effect, and when the prefabricated plate 1 and the i-steel connecting plate 2 bear large vibration, the connection between the prefabricated plate 1 and the i-steel connecting plate 2 is stable, and the connection stability is enhanced; the clamping strip 13 is fixedly connected to the inclined plane inside the groove 12 in an integrated mode, a clamping groove 23 matched with the clamping strip 13 is formed in the position, opposite to the clamping strip 13, of the I-shaped steel connecting plate 2, the clamping strip 13 is inserted into the clamping groove 23 to form clamping, connection between the protruding block 22 and the groove 12 is further strengthened, matching between the prefabricated plate 1 and the I-shaped steel connecting plate 2 is further strengthened, and stability of the prefabricated plate 1 in matching with the I-shaped steel connecting plate 2 in use is improved.
Referring to fig. 3, the top and the bottom of the h-steel connecting plate 2 are both provided with connecting holes 3, the connecting holes 3 are internally threaded with reinforcing bolts 31, and the reinforcing bolts 31 penetrate through the h-steel connecting plate 2 to be connected with the precast slab 1. When the prefabricated plate 1 is inserted into the I-shaped steel connecting plate 2 and clamped with the I-shaped steel connecting plate 2, the reinforcing bolts 31 penetrate through the connecting holes 3 at the top and the bottom of the I-shaped steel connecting plate 2 and are connected with the prefabricated plate 1, so that the connection between the I-shaped steel connecting plate 2 and the prefabricated plate 1 is further enhanced, the connection stability between the prefabricated plate 1 and the I-shaped steel connecting plate 2 is improved, and the using effect of the prefabricated plate 1 matched with the I-shaped steel connecting plate 2 is enhanced.
With reference to fig. 4 and 5, a reinforcing groove 4 is formed at the joint of the end faces of the prefabricated slab 1 and the i-steel connecting plate 2, an auxiliary groove 41 is communicated with and arranged right below the reinforcing groove 4, a connector 42 is vertically formed at the position of the i-steel connecting plate 2, which is opposite to the auxiliary groove 41, and the connector 42 is communicated with the reinforcing groove 4 and the auxiliary groove 41.
Referring to fig. 6, a reinforcing plate 5 is detachably connected in the reinforcing groove 4, the reinforcing plate 5 includes a first locking plate 51, a second locking plate 52 and a rib 53, the first locking plate 51 and the second locking plate 52 are arranged in parallel at intervals, and the rib 53 is arranged between the first locking plate 51 and the second locking plate 52 and is fixedly connected with the first locking plate 51 and the second locking plate 52. When the reinforcing plate 5 is used for connecting the end surfaces of the prefabricated plate 1 and the I-shaped steel connecting plate 2, the second clamping plate 52 of the reinforcing plate 5 is inserted into the reinforcing groove 4, the ribbed plate 53 is aligned with the connecting port 42, after the second clamping plate 52 is inserted into the reinforcing groove 4, the reinforcing plate 5 is vertically moved downwards, the first clamping plate 51 drives the second clamping plate 52 to be inserted into the auxiliary groove 41, and the ribbed plate 53 is inserted into the connecting port 42, so that the reinforcing plate 5, the prefabricated plate 1 and the reinforcing groove 4 of the I-shaped steel connecting plate 2 are clamped, the matching between the prefabricated plate 1 and the I-shaped steel connecting plate 2 is reinforced through the end surfaces of the prefabricated plate 1 and the I-shaped steel connecting plate 2, and the stability between the prefabricated plate 1 and the I-shaped steel connecting plate 2 is further improved.
With reference to fig. 4 and 6, a through hole 511 is formed in the corner position of the first clamping plate 51, a limiting bolt 6 is connected to the through hole 511 in a threaded manner, the limiting bolt 6 penetrates through the first clamping plate 51 to be connected with the prefabricated plate 1 and the i-steel connecting plate 2, after the reinforcing plate 5 is clamped with the reinforcing groove 4, the limiting bolt 6 penetrates through the through hole 511 of the first clamping plate 51 and is connected with the prefabricated plate 1 and the i-steel connecting plate 2, the connection between the reinforcing plate 5 and the prefabricated plate 1 and the i-steel connecting plate 2 is strengthened, the fixing effect of the prefabricated plate 1 and the i-steel connecting plate 2 from the end surfaces of the prefabricated plate 1 and the i-steel connecting plate 2 is further improved.
The implementation principle of the steel structure assembly type building assembly in the embodiment of the application is as follows: when the steel structure assembly type building assembly is used, firstly, the limiting plate 21, the convex block 22 and the clamping groove 23 on the I-shaped steel connecting plate 2 are respectively aligned with the limiting groove 11, the groove 12 and the clamping strip 13 on the prefabricated plate 1, and then the prefabricated plate 1 is connected with the I-shaped steel connecting plate 2; then, the precast slab 1 and the I-shaped steel connecting plate 2 are connected by using a reinforcing bolt 31; then, inserting a reinforcing plate 5 into a reinforcing groove 4 at the end face positions of the prefabricated plate 1 and the I-shaped steel connecting plate 2, and limiting the prefabricated plate 1 and the I-shaped steel connecting plate 2 from the end faces of the prefabricated plate 1 and the I-shaped steel connecting plate 2; and finally, the limiting bolt 6 penetrates through the first clamping plate 51 to connect the reinforcing plate 5, the prefabricated plate 1 and the I-shaped steel connecting plate 2, the connection between the reinforcing plate 5 and the prefabricated plate 1 and between the reinforcing plate 5 and the I-shaped steel connecting plate 2 is strengthened, the use stability of the prefabricated plate 1 matched with the I-shaped steel connecting plate 2 is further improved, and the effect of improving the connection stability between the assembly type building components is achieved.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. A steel structure assembly type building assembly comprises precast slabs (1) and I-shaped steel connecting plates (2), wherein the precast slabs (1) are inserted into the I-shaped steel connecting plates (2) and clamped; a limiting plate (21) is fixedly connected to the end portion of the I-shaped steel connecting plate (2), the limiting plate (21) is perpendicular to the I-shaped steel connecting plate (2), a limiting groove (11) is formed in the position, corresponding to the limiting plate (21), of the prefabricated plate (1), and the limiting plate (21) is inserted into the limiting groove (11) and clamped.
2. A steel structural fabricated building component as claimed in claim 1, wherein: the I-steel connecting plate (2) and the prefabricated plate (1) are connected with a convex block (22) in an integrated and fixed mode at the abutting position, the position, corresponding to the convex block (22), of the prefabricated plate (1) is inwards sunken to form a groove (12) matched with the convex block (22), and the convex block (22) is inserted into the groove (12) and clamped.
3. A steel structural fabricated building component as claimed in claim 2, wherein: the groove (12) is arranged in a gradually expanding manner from the inside to the opening end close to the groove (12).
4. A steel structural fabricated building component according to claim 3, wherein: a clamping strip (13) is fixedly connected to an inner inclined plane of the groove (12) in an integrated mode, a clamping groove (23) matched with the clamping strip (13) is formed in the position, opposite to the clamping strip (13), of the I-steel connecting plate (2), and the clamping strip (13) is inserted into the clamping groove (23) to form clamping.
5. A steel structural fabricated building component as claimed in claim 1, wherein: the prefabricated slab is characterized in that connecting holes (3) are formed in the top and the bottom of the I-shaped steel connecting plate (2), reinforcing bolts (31) are connected to the inner threads of the connecting holes (3), and the reinforcing bolts (31) penetrate through the I-shaped steel connecting plate (2) to be connected with the prefabricated slab (1).
6. A steel structural fabricated building component as claimed in claim 1, wherein: the prefabricated slab is characterized in that a reinforcing groove (4) is formed in the joint of the end faces of the prefabricated slab (1) and the I-shaped steel connecting plate (2), and a reinforcing plate (5) is detachably connected in the reinforcing groove (4).
7. The steel structural fabricated building component of claim 6, wherein: an auxiliary groove (41) is communicated with the right lower part of the reinforcing groove (4), a connecting port (42) is vertically formed in the position, opposite to the auxiliary groove (41), of the I-shaped steel connecting plate (2), and the connecting port (42) is communicated with the reinforcing groove (4) and the auxiliary groove (41); the reinforcing plate (5) comprises a first clamping plate (51), a second clamping plate (52) and a ribbed plate (53), the first clamping plate (51) and the second clamping plate (52) are arranged in parallel at intervals, and the ribbed plate (53) is arranged between the first clamping plate (51) and the second clamping plate (52) and fixedly connected with the first clamping plate (51) and the second clamping plate (52).
8. The steel structural fabricated building component of claim 7, wherein: through-hole (511) have been seted up to the corner position department of first cardboard (51), through-hole (511) female connection has spacing bolt (6), and spacing bolt (6) pass first cardboard (51) and are connected with prefabricated plate (1), I-steel connecting plate (2).
CN202011418319.8A 2020-12-07 2020-12-07 Steel construction assembled building component Active CN112267560B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942716A (en) * 2021-02-04 2021-06-11 南京国豪家装饰设计有限公司 Indoor assembled type plate wall connecting structure convenient to assemble
CN114541572A (en) * 2022-03-03 2022-05-27 河南省建设工程施工图审查中心有限公司 Assembly type building component

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2010667A1 (en) * 1970-03-06 1971-09-16 Petermann, Harry, 6000 Frankfurt Device for connecting walls for exhibition stands
CN108204048A (en) * 2016-12-16 2018-06-26 新昌县思创设计咨询有限公司 A kind of high strength steel board fixing structure
CN108412051A (en) * 2018-04-26 2018-08-17 王晓军 A kind of connecting component and assembled cage construction building of assembled architecture
CN108978892A (en) * 2018-08-23 2018-12-11 浙江盛丰科技有限公司 A kind of wallboard splicing construction
CN210342739U (en) * 2019-07-16 2020-04-17 张敏 Building engineering pre-buried exposed steel bar rust prevention device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2010667A1 (en) * 1970-03-06 1971-09-16 Petermann, Harry, 6000 Frankfurt Device for connecting walls for exhibition stands
CN108204048A (en) * 2016-12-16 2018-06-26 新昌县思创设计咨询有限公司 A kind of high strength steel board fixing structure
CN108412051A (en) * 2018-04-26 2018-08-17 王晓军 A kind of connecting component and assembled cage construction building of assembled architecture
CN108978892A (en) * 2018-08-23 2018-12-11 浙江盛丰科技有限公司 A kind of wallboard splicing construction
CN210342739U (en) * 2019-07-16 2020-04-17 张敏 Building engineering pre-buried exposed steel bar rust prevention device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112942716A (en) * 2021-02-04 2021-06-11 南京国豪家装饰设计有限公司 Indoor assembled type plate wall connecting structure convenient to assemble
CN114541572A (en) * 2022-03-03 2022-05-27 河南省建设工程施工图审查中心有限公司 Assembly type building component
CN114541572B (en) * 2022-03-03 2023-09-26 河南省建设工程施工图审查中心有限公司 Assembled building element

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