CN116044020A - Construction structure for connecting square steel column with concrete beam - Google Patents
Construction structure for connecting square steel column with concrete beam Download PDFInfo
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- CN116044020A CN116044020A CN202211412457.4A CN202211412457A CN116044020A CN 116044020 A CN116044020 A CN 116044020A CN 202211412457 A CN202211412457 A CN 202211412457A CN 116044020 A CN116044020 A CN 116044020A
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- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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- 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
- E04B1/185—Connections not covered by E04B1/21 and E04B1/2403, e.g. connections between structural parts of different material
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- 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
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- 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
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
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- 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
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- 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 discloses a construction structure for connecting a square steel column with a concrete beam, and relates to the technical field of building construction. The invention comprises a reference steel frame, a reference longitudinal rib, a connecting pile beam and a ox horn plate, wherein the inside of the reference steel frame is welded with the ox horn plate, and the reference longitudinal rib penetrates through the ox horn plate and is welded and fixed with the ox horn plate; the connecting pile beam is fixedly connected with the ox horn plate through the connecting rib group. According to the invention, the ox-square plate is arranged, and the steel bars of the concrete beam on the periphery of the square steel column are connected and fixed on the same plane by utilizing the structure of the periphery end of the ox-square plate, so that the phenomenon of raising the elevation of the concrete surface for covering the steel bars of the node area can be effectively avoided; the connecting pile beam is fixedly arranged on the surface of the ox horn plate by utilizing the fixing ribs in the connecting pile beam, so that the connecting pile beam is fixedly connected with the square steel column; meanwhile, in the actual construction process, the auxiliary ribs are connected into a whole in opposite directions through the fixing ribs in opposite directions, and are welded and fixed in the lateral direction, so that the connecting structure between the connecting pile beam and the reference steel frame is firmer.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a construction structure for connecting a square steel column with a concrete beam.
Background
In basement construction engineering, a vertical stress member of a basement is a square steel column, and steel bars are required to be bound outside the square steel column to be poured with concrete; the horizontal stress component is a reinforced concrete beam, and the reinforced concrete beam needs to be connected with a square steel column. The longitudinal bars on two sides of the reinforced concrete beam need to naturally bend and bypass the steel pipe in the column to pass through the node area, and because the steel bars in the node area are too much, the steel bars can be completely covered only by too high concrete surface elevation in the actual construction process, and the connection construction operation of the steel bars and the square steel column is difficult; therefore, in order to solve the construction problems, a construction structure for connecting the square steel column and the concrete beam is designed.
Disclosure of Invention
The invention aims to provide a construction structure for connecting a square steel column with a concrete beam, which solves the problems that the connection construction operation of the square steel column of the conventional vertical stress member and the concrete beam of the transverse stress member is difficult and the concrete surface of a node area for covering steel bars is too high.
In order to solve the technical problems, the invention is realized by the following technical scheme:
the invention relates to a construction structure for connecting a square steel column with a concrete beam, which comprises a reference steel frame, reference longitudinal ribs, a connecting pile beam and a ox horn plate, wherein the reference steel frame is of a square steel frame structure, and the inner surface of the reference steel frame is welded and fixed with the ox horn plate; the ox-horn plate is of a cross steel frame structure, and the peripheral side ends of the ox-horn plate extend to the outside of the reference steel frame; the standard longitudinal ribs penetrate through the ox horn plate and are welded and fixed with the ox horn plate, and are arranged in the standard steel frame, wherein gaps between the standard longitudinal ribs and the standard steel frame are filled through concrete pouring; the connecting pile beams are arranged outside the reference steel frame and are in an annular array around the reference steel frame;
the connecting pile beam is of a concrete structure, a plurality of connecting rib groups are embedded in the connecting pile beam, each connecting rib group comprises a plurality of fixing ribs and a plurality of auxiliary ribs, and the auxiliary ribs are symmetrically distributed on two opposite sides of the fixing ribs; opposite ends of the fixing rib and the auxiliary rib penetrate through the connecting pile beam;
the ox horn plate is characterized in that a plurality of guide pipes are welded at the peripheral side ends of the ox horn plate, one end of each fixing rib is set to be a connecting end, and the connecting ends extend to the inside of the guide pipes and extend to the inside of the ox horn plate through the guide pipes; the guide pipe can guide the connecting end of the fixing rib into the ox horn plate on one hand, and can form an isolation structure between the fixing rib and the ox horn plate on the other hand, so that cracking phenomenon caused by different shrinkage coefficients in the construction process and the subsequent natural sedimentation and air drying process is avoided, and the stability among the structures is prevented from being influenced; a plurality of connecting transverse ribs are embedded in the peripheral side end of the ox-square, and the connecting ends of the fixing ribs are of hook-shaped structures and are fixedly connected with the connecting transverse ribs in a hanging mode; in the same connecting pile beam, the connecting ends of the fixing ribs of two adjacent connecting rib groups are opposite to the hooking direction of the connecting transverse ribs, and the connecting structure strength between the connecting pile beam and the ox horn plate can be enhanced under the interaction of the upper and lower fixing ribs and the guide pipe; the ox horn plate is characterized in that a plurality of fixing plates are welded at the peripheral side ends of the ox horn plate, and the fixing ribs and the auxiliary ribs are welded and fixed with the fixing plates, so that the strength of the connecting structure between the connecting pile beam and the ox horn plate is further enhanced.
Further, one end of the auxiliary rib is set as a fixed end, the fixed end of the auxiliary rib naturally bends and extends to the outside of the connecting rib group of the adjacent connecting pile beam, and meanwhile, the naturally bent and extended part is arranged at the outside of the reference steel frame, so that the rib intersection part in the reference steel frame can be avoided; in the two opposite connecting pile beams, the fixed ends of the two opposite auxiliary ribs are fixedly connected with each other to form an integrated structure, and the auxiliary ribs of the two adjacent connecting pile beams are welded and fixed at the junction of the two auxiliary ribs; in the structure, two groups of connecting pile beams which are oppositely arranged are fixed through the auxiliary ribs and form an integrated structure, and the two opposite sides of the reference steel frame can be balanced while the connecting structure between the connecting pile beams and the reference steel frame is reinforced; simultaneously, the auxiliary ribs of two adjacent groups of connecting pile beams are mutually welded, so that the laterally adjacent connecting pile beams can be stably connected with the reference steel frame.
Further, an auxiliary fixing frame is arranged outside the reference steel frame, wherein the auxiliary fixing frame comprises a plurality of auxiliary longitudinal ribs and a plurality of auxiliary transverse ribs, and the plurality of auxiliary longitudinal ribs and the plurality of auxiliary transverse ribs are mutually welded and fixed into a steel bar frame structure; the welding intersection points of two auxiliary ribs of two adjacent connecting pile beams are positioned on the surfaces of the auxiliary longitudinal ribs and are welded and fixed with the auxiliary longitudinal ribs; the auxiliary transverse ribs are welded and fixed with the fixing plate; by combining the structure, the auxiliary fixing frame is welded and fixed with the auxiliary ribs and the fixing plate, and the standard steel frame connected with the ox horn plate can be fixedly connected with the connecting pile beam, so that the strength between the structures is further enhanced.
Further, a plurality of fastening transverse ribs are embedded in the connecting pile beam, the fastening transverse ribs transversely penetrate through the connecting rib group and are fixedly wound in an S-shaped winding mode with the fixing ribs and the auxiliary ribs, the fixing ribs and the auxiliary ribs can be bundled and fixed, and early construction operation is facilitated.
Further, a sealing plate is welded between the reference longitudinal ribs and the reference steel frame, a plurality of exhaust holes are formed in the surface of the sealing plate, and the exhaust holes are communicated with the inside of the reference steel frame; when pouring concrete slurry into the inside of the reference steel frame, the air in the reference steel frame can be discharged through the exhaust holes, so that the concrete slurry is ensured to completely permeate into gaps among structures, and meanwhile, the stability among the structures is enhanced.
Further, in the two opposite connecting pile beams, the connection parts of the two opposite auxiliary ribs are naturally bent to form an auxiliary rib bow group; the auxiliary rib bow group comprises an upper rib bow and a lower rib bow; the connecting pile beam comprises a connecting pile beam body and a connecting pile beam, wherein a plurality of fixing ribs in the connecting pile beam body are divided into an upper fixing group and a lower fixing group, an upper rib bow is positioned above the upper fixing group, a lower rib bow is arranged below the lower fixing group, and the upper rib bow and the lower rib bow are welded and fixed with a fixing plate; in the connecting structure, two opposite groups of connecting pile beams are hung above the lateral connecting pile beams by using the upper rib bow; simultaneously, the upper rib bows are used for hanging downward pressure, so that the lateral connecting pile beams apply pressure to the lower rib bows of the two opposite groups of connecting pile beams, and the structural strength between the connecting pile beams and the reference steel frame is enhanced.
The invention has the following beneficial effects:
according to the invention, the ox-square plate is arranged, and the steel bars of the concrete beam on the periphery of the square steel column are connected and fixed on the same plane by utilizing the structure of the periphery end of the ox-square plate, so that the phenomenon of raising the elevation of the concrete surface for covering the steel bars of the node area can be effectively avoided; the connecting pile beam is arranged to be used as a connecting piece between the concrete beam and the square steel column, and the connecting pile beam is fixedly arranged on the surface of the ox horn plate by utilizing the fixing ribs in the connecting pile beam, so that the connecting pile beam is fixedly connected with the square steel column; simultaneously, in actual construction process, through fixed muscle subtend articulates, supplementary muscle subtend is connected integrative, side direction welded fastening for connection structure between connecting pile roof beam and the benchmark steelframe is more firm, can ensure that the concrete beam of week side can provide auxiliary stay and fixed each other in same construction face.
Of course, it is not necessary for any one product to practice the invention to achieve all of the advantages set forth above at the same time.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
Fig. 1 is an assembly structural view of a construction structure for connecting a square steel column with a concrete beam according to the present invention;
FIG. 2 is a partial, pictorial illustration of portion A of FIG. 1;
FIG. 3 is a partial, pictorial illustration of portion B of FIG. 1;
fig. 4 is a front view of a construction structure for connecting a square steel column with a concrete beam according to the present invention;
FIG. 5 is a schematic view of the structure of section C-C in FIG. 4;
FIG. 6 is a partial, displayed view of portion D of FIG. 5;
FIG. 7 is a schematic view of the structure of section E-E in FIG. 5;
fig. 8 is a schematic structural view of the section F-F in fig. 5.
In the drawings, the list of components represented by the various numbers is as follows:
1. a reference steel frame; 2. a reference longitudinal bar; 3. connecting pile beams; 4. niu Jiaoban; 5. fixing ribs; 6. auxiliary ribs; 7. a guide tube; 8. connecting transverse ribs; 9. a fixing plate; 10. an auxiliary fixing frame; 11. auxiliary longitudinal ribs; 12. auxiliary transverse ribs; 13. fastening the transverse ribs; 14. a sealing plate; 15. and an exhaust hole.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
In the description of the present invention, it should be understood that the terms "upper," "middle," "outer," "inner," and the like indicate an orientation or a positional relationship, and are merely for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the components or elements referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Referring to fig. 1-8, the invention discloses a construction structure for connecting a square steel column with a concrete beam, which comprises a reference steel frame 1, a reference longitudinal rib 2, a connecting pile beam 3 and a ox horn plate 4, wherein the reference steel frame 1 is a square steel frame structure, and the inner surface of the reference steel frame is welded and fixed with the ox horn plate 4; the ox-horn plate 4 is of a cross steel frame structure, and the peripheral side ends of the ox-horn plate extend to the outside of the reference steel frame 1; the standard longitudinal ribs 2 penetrate through the ox horn plates 4 and are welded and fixed with the ox horn plates 4, and the standard longitudinal ribs 2 are arranged in the standard steel frame 1, wherein gaps between the standard longitudinal ribs 2 and the standard steel frame 1 are filled through concrete pouring; the connecting pile beams 3 are arranged outside the reference steel frame 1 and are in an annular array around the reference steel frame 1;
the connecting pile beam 3 is of a concrete structure, a plurality of connecting rib groups are embedded in the connecting pile beam, each connecting rib group comprises a plurality of fixing ribs 5 and a plurality of auxiliary ribs 6, and the auxiliary ribs 6 are symmetrically distributed on two opposite sides of the fixing ribs 5; opposite ends of the fixing rib 5 and the auxiliary rib 6 penetrate through the connecting pile beam 3;
the peripheral side ends of the ox horn plate 4 are welded with a plurality of guide pipes 7, one end of the fixing rib 5 is set to be a connecting end, and the connecting end extends to the inside of the guide pipe 7 and extends to the inside of the ox horn plate 4 through the guide pipe 7; the guide pipe 7 can guide the connecting end of the fixing rib 5 into the ox horn plate 4, and can form an isolation structure between the fixing rib 5 and the ox horn plate 4, so that cracking caused by different shrinkage factors in the construction process and the subsequent natural sedimentation and air drying process is avoided, and the stability between the structures is prevented from being influenced; a plurality of connecting transverse ribs 8 are embedded in the peripheral side end of the ox-square plate 4, and the connecting ends of the fixing ribs 5 are of hook-shaped structures and are fixedly connected with the connecting transverse ribs 8 in a hanging manner; in the same connecting pile beam 3, the connecting ends of the fixing ribs 5 of two adjacent connecting rib groups are opposite to the hooking direction of the connecting transverse ribs 8, and the connecting structure strength between the connecting pile beam 3 and the ox horn plate 4 can be enhanced under the interaction of the upper and lower fixing ribs 5 and the guide pipe 7; the side end of the ox horn plate 4 is welded with a plurality of fixing plates 9, and the fixing ribs 5 and the auxiliary ribs 6 are welded and fixed with the fixing plates 9, so that the strength of the connecting structure between the connecting pile beam 3 and the ox horn plate 4 is further enhanced.
Preferably, one end of the auxiliary rib 6 is set as a fixed end, the fixed end of the auxiliary rib 6 naturally bends and extends to the outside of the connecting rib group of the adjacent connecting pile beam 3, and meanwhile, the naturally bending and extending part is arranged at the outside of the reference steel frame 1, so that the rib intersection part in the reference steel frame 1 can be avoided; in the two opposite connecting pile beams 3, the fixed ends of the two opposite auxiliary ribs 6 are fixedly connected with each other to form an integrated structure, and the auxiliary ribs 6 of the two adjacent connecting pile beams 3 are welded and fixed at the junction of the two; in the structure, two groups of connecting pile beams 3 which are oppositely arranged are fixed through auxiliary ribs 6 to form an integrated structure, and the connecting structure between the connecting pile beams 3 and the reference steel frame 1 is reinforced, and meanwhile, the two opposite sides of the reference steel frame 1 can be kept balanced; meanwhile, the auxiliary ribs 6 of two adjacent groups of connecting pile beams 3 are mutually welded, so that the laterally adjacent connecting pile beams 3 can be stably connected with the reference steel frame 1.
Preferably, an auxiliary fixing frame 10 is arranged outside the reference steel frame 1, wherein the auxiliary fixing frame 10 comprises a plurality of auxiliary longitudinal ribs 11 and a plurality of auxiliary transverse ribs 12, and the plurality of auxiliary longitudinal ribs 11 and the plurality of auxiliary transverse ribs 12 are mutually welded and fixed into a reinforced bar frame structure; the welding junction points of the two auxiliary ribs 6 of the two adjacent connecting pile beams 3 are positioned on the surfaces of the auxiliary longitudinal ribs 11 and are welded and fixed with the auxiliary longitudinal ribs 11; the auxiliary transverse ribs 12 are welded and fixed with the fixed plate 9; by combining the structure, the auxiliary fixing frame 10 is welded and fixed with the auxiliary ribs 6 and the fixing plate 9, and the reference steel frame 1 connected with the ox horn plate 4 can be fixedly connected with the connecting pile beam 3, so that the strength between the structures is further enhanced.
Preferably, the connecting pile beam 3 is internally embedded with a plurality of fastening transverse ribs 13, the fastening transverse ribs 13 transversely penetrate through the connecting rib group and are fixedly wound in a winding mode with the fixing ribs 5 and the auxiliary ribs 6"S', the fixing ribs 5 and the auxiliary ribs 6 can be bound and fixed, and the early construction operation is facilitated.
Preferably, a sealing plate 14 is welded between the reference longitudinal bar 2 and the reference steel frame 1, a plurality of exhaust holes 15 are formed in the surface of the sealing plate 14, and the exhaust holes 15 are communicated with the inside of the reference steel frame 1; when the concrete slurry is poured into the reference steel frame 1, the air in the reference steel frame can be discharged through the exhaust holes 15, so that the concrete slurry is ensured to completely permeate into gaps among structures, and meanwhile, the stability among the structures is enhanced.
Preferably, in the two opposite connecting pile beams 3, the connection parts of the two opposite auxiliary ribs 6 are naturally bent to form an auxiliary rib bow group; the auxiliary rib bow group comprises an upper rib bow and a lower rib bow; the plurality of fixing ribs 5 in the connecting pile beam 3 are divided into an upper fixing group and a lower fixing group, an upper rib bow is positioned above the upper fixing group, a lower rib bow is arranged below the lower fixing group, and the upper rib bow and the lower rib bow are welded and fixed with the fixing plate 9; in the connecting structure, two opposite groups of connecting pile beams 3 are hung above the lateral connecting pile beams 3 by using the upper rib bow; simultaneously, the upper rib bows are used for being connected with downward pressure, so that the lateral connecting pile beams 3 apply pressure to the lower rib bows of the two opposite groups of connecting pile beams 3, and the structural strength between the connecting pile beams 3 and the reference steel frame 1 is enhanced.
In the description of the present specification, the descriptions of the terms "one embodiment," "example," "specific example," and the like, mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the present invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the invention disclosed above are intended only to assist in the explanation of the invention. The preferred embodiments are not exhaustive or to limit the invention to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best understand and utilize the invention. The invention is limited only by the claims and the full scope and equivalents thereof.
Claims (7)
1. A construction structure for square steel column is connected with concrete beam, includes benchmark steelframe (1), benchmark indulge muscle (2), connecting pile roof beam (3) and Niu Jiaoban (4), its characterized in that: the reference steel frame (1) is of a square steel frame structure, and the inner surface of the reference steel frame is welded and fixed with the Niu Jiaoban (4); the ox horn plate (4) is of a cross steel frame structure, and the peripheral side ends of the ox horn plate extend to the outside of the reference steel frame (1); the reference longitudinal ribs (2) penetrate through the Niu Jiaoban (4) and are welded and fixed with the Niu Jiaoban (4), and the reference longitudinal ribs (2) are arranged in the reference steel frame (1); the connecting pile beams (3) are arranged outside the reference steel frame (1) and are in an annular array around the reference steel frame (1);
the connecting pile beam (3) is of a concrete structure, a plurality of connecting rib groups are embedded in the connecting pile beam, each connecting rib group comprises a plurality of fixing ribs (5) and a plurality of auxiliary ribs (6), and the auxiliary ribs (6) are symmetrically distributed on two opposite sides of the fixing ribs (5); opposite ends of the fixing ribs (5) and the auxiliary ribs (6) penetrate through the connecting pile beam (3);
the ox horn plate (4) is characterized in that a plurality of guide pipes (7) are welded at the peripheral side ends of the ox horn plate (4), one end of each fixing rib (5) is set to be a connecting end, and the connecting ends extend to the inside of the guide pipes (7) and extend to the inside of the ox horn plate (4) through the guide pipes (7); a plurality of connecting transverse ribs (8) are embedded in the inner part of the peripheral side end of the ox horn plate (4), and the connecting ends of the fixing ribs (5) are in a hook-shaped structure and are fixedly connected with the connecting transverse ribs (8) in a hanging mode; in the same connecting pile beam (3), the connecting ends of the fixing ribs (5) of two adjacent connecting rib groups are opposite to the hooking direction of the connecting transverse ribs (8); the ox horn plate (4) is characterized in that a plurality of fixing plates (9) are welded at the peripheral side ends of the ox horn plate (4), and the fixing ribs (5) and the auxiliary ribs (6) are welded and fixed with the fixing plates (9).
2. Construction structure for connecting square steel columns with concrete beams according to claim 1, characterized in that one end of the auxiliary bar (6) is set as a fixed end, and the fixed end of the auxiliary bar (6) naturally bends and extends to the outside of the connecting bar group of the adjacent connecting pile beam (3); in the two opposite connecting pile beams (3), the fixed ends of the two opposite auxiliary ribs (6) are fixedly connected with each other to form an integral structure, and the auxiliary ribs (6) of the two adjacent connecting pile beams (3) are welded and fixed at the junction of the two auxiliary ribs.
3. The construction structure for connecting square steel columns with concrete beams according to claim 2, wherein an auxiliary fixing frame (10) is arranged outside the reference steel frame (1), wherein the auxiliary fixing frame (10) comprises a plurality of auxiliary longitudinal ribs (11) and a plurality of auxiliary transverse ribs (12), and the plurality of auxiliary longitudinal ribs (11) and the plurality of auxiliary transverse ribs (12) are mutually welded and fixed into a reinforcing steel bar frame structure.
4. A construction structure for connecting square steel columns with concrete beams according to claim 3, characterized in that the welding junction points of two auxiliary ribs (6) of two adjacent connecting pile beams (3) are positioned on the surfaces of auxiliary longitudinal ribs (11) and welded and fixed with the auxiliary longitudinal ribs (11); the auxiliary transverse ribs (12) are welded and fixed with the fixing plate (9).
5. The construction structure for connecting square steel columns with concrete beams according to claim 4, wherein a plurality of fastening transverse ribs (13) are embedded in the connecting pile beams (3), and the fastening transverse ribs (13) cross the connecting rib groups and are fixedly wound with the fixing ribs (5) and the auxiliary ribs (6) in an S-shaped winding welding mode.
6. The construction structure for connecting square steel columns with concrete beams according to claim 5, wherein a sealing plate (14) is welded between the reference longitudinal ribs (2) and the reference steel frame (1), a plurality of exhaust holes (15) are formed in the surface of the sealing plate (14), and the exhaust holes (15) are communicated with the inside of the reference steel frame (1).
7. Construction structure for connecting square steel columns with concrete beams according to claim 6, characterized in that in the opposite connecting pile beams (3), the connection of the opposite auxiliary bars (6) is naturally bent to form an auxiliary bar bow group; the auxiliary rib bow group comprises an upper rib bow and a lower rib bow; a plurality of fixed tendons (5) in the connecting pile beam (3) are divided into an upper fixed group and a lower fixed group, the upper tendon bow is positioned above the upper fixed group, the lower tendon bow is arranged below the lower fixed group, and the upper tendon bow and the lower tendon bow are welded and fixed with the fixed plate (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211412457.4A CN116044020A (en) | 2022-11-11 | 2022-11-11 | Construction structure for connecting square steel column with concrete beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202211412457.4A CN116044020A (en) | 2022-11-11 | 2022-11-11 | Construction structure for connecting square steel column with concrete beam |
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| CN116044020A true CN116044020A (en) | 2023-05-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202211412457.4A Pending CN116044020A (en) | 2022-11-11 | 2022-11-11 | Construction structure for connecting square steel column with concrete beam |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116856554A (en) * | 2023-02-16 | 2023-10-10 | 中交四公局第一工程有限公司 | Supplementary coupling mechanism that consolidates of shaped steel concrete composite structure |
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2022
- 2022-11-11 CN CN202211412457.4A patent/CN116044020A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116856554A (en) * | 2023-02-16 | 2023-10-10 | 中交四公局第一工程有限公司 | Supplementary coupling mechanism that consolidates of shaped steel concrete composite structure |
| CN116856554B (en) * | 2023-02-16 | 2024-04-12 | 中交第四公路工程局有限公司 | Supplementary coupling mechanism that consolidates of shaped steel concrete composite structure |
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