CN218933463U - Hoop type connection of large steel beam and concrete wall - Google Patents
Hoop type connection of large steel beam and concrete wall Download PDFInfo
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- CN218933463U CN218933463U CN202223458448.7U CN202223458448U CN218933463U CN 218933463 U CN218933463 U CN 218933463U CN 202223458448 U CN202223458448 U CN 202223458448U CN 218933463 U CN218933463 U CN 218933463U
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Abstract
The utility model discloses a hoop type connection between a large steel beam and a concrete wall. The concrete wall, the steel beam and the anchor ear type node are included; the concrete wall is in a 90-degree bending structure; the concrete wall is connected with the anchor ear type node, and the steel beam is connected to the outer side end of the anchor ear type node; the steel beam is vertically arranged with the concrete wall; the anchor hoop type node comprises column wrapping steel, a support column, a column bottom plate, a foundation anchor bolt, opposite-pull steel bars, a connecting plate and a lapping plate; the lapping plate is arranged on the column packing steel; the lower end of the column steel is connected with the concrete wall through two support columns, and the side end is connected with the steel beam through a connecting plate; the column steel is in a bent box structure; the post Bao Gangbao comprises a peg, a lacing plate, an inner partition plate, an outer stiffening plate and a box body; the peg, the lacing plate, the inner partition plate and the outer stiffening plate are all arranged on the box body; the box wraps the periphery of the concrete wall. The utility model has the advantages of realizing the effective connection of the steel beam and the concrete wall, facilitating the self-installation, refining the detailed diagram of the node and reducing the construction difficulty.
Description
Technical Field
The utility model relates to a hoop type connection between a large steel beam and a concrete wall.
Background
In the existing house construction engineering, large-scale steel beams (namely large-span steel beams) and special-shaped concrete columns are often used, the connection nodes of the large-span steel beams and the concrete walls are complex, the construction difficulty is high, and the large-scale steel beams and the concrete walls are important and difficult to process and install in the house construction engineering. Especially, when each dysmorphism face of large-scale girder steel and dysmorphism concrete wall is connected simultaneously, the degree of difficulty is bigger, can't be connected large-scale girder steel simultaneously with dysmorphism concrete wall, and many large-scale girder steel are connected with the junction of dysmorphism concrete wall and are not enough, and easy fracture, and the construction degree of difficulty is big. Therefore, it is necessary to develop a large-scale steel beam connecting concrete wall connecting structure with strong shearing resistance, reasonable stress and reduced construction difficulty.
Disclosure of Invention
The utility model aims to provide the hoop type connection of the large steel beam and the concrete wall, which has strong shearing resistance and reasonable stress, realizes the effective connection of the steel beam and the concrete wall through the steel-encased conversion node and the support column, is convenient for self installation, refines the detailed diagram of the node, and reduces the construction difficulty.
In order to achieve the above purpose, the technical scheme of the utility model is as follows: large-scale girder steel is connected with concrete wall staple bolt formula, its characterized in that: the concrete wall, the steel beam and the anchor ear type node are included; the concrete wall is in a 90-degree bending structure; the concrete wall is connected with the anchor ear type node, and the steel beam is connected to the outer side end of the anchor ear type node; the steel beam is vertically arranged with the concrete wall; the anchor hoop type node comprises column wrapping steel, a support column, a column bottom plate, a foundation anchor bolt, opposite-pull steel bars, a connecting plate and a lapping plate; the support column, the column bottom plate and the anchor bolts are all arranged in the concrete wall; one end of the support column is connected with the column steel, the other end of the support column is connected with the column bottom plate, and a foundation anchor bolt is arranged on the column bottom plate; the lapping plate is arranged on the column packing steel; the lower end of the column steel is connected with the concrete wall through two support columns, and the side end is connected with the steel beam through a connecting plate; the column steel is in a bent box structure; the post Bao Gangbao comprises a peg, a lacing plate, an inner partition plate, an outer stiffening plate and a box body; the peg, the lacing plate, the inner partition plate and the outer stiffening plate are all arranged on the box body; the box wraps the periphery of the concrete wall.
In the technical scheme, the bolt holes are formed in the steel beam web plate and the box body; the bolt is connected between the box body and the concrete wall; the connecting joint is arranged on the outer side wall of the column steel and positioned at the end part of the lapping plate.
In the technical scheme, the inner partition plates are arranged at equal intervals at the upper end and the lower end of the box body; the support columns comprise a first support column and a second support column; the box body comprises a first box body and a second box body; the end part of the first box body is perpendicular to the end part of the second box body; one end of the first support column extends into the first box body from the lower end and is connected with the inner partition plate, and the other end of the first support column is connected with the concrete wall through a foundation anchor bolt; one end of the second support column extends into the second box body from the lower end and is connected with the inner partition plate, and the other end of the second support column is connected with the concrete wall through a foundation anchor bolt.
In the technical scheme, the connecting plates comprise a transverse connecting plate and a longitudinal connecting plate; the transverse connecting plate is in a 90-degree bending structure, is arranged on the outer side wall of the column steel and is connected with the column steel in a matched manner; the transverse connection plate comprises an upper transverse connection plate and a lower transverse connection plate; the upper transverse connecting plate and the lower transverse connecting plate are arranged at intervals in parallel; the upper transverse connecting plate is arranged on the outer side wall of the upper part of the box body; the lower transverse connecting plate is arranged on the outer side wall of the lower part of the box body; the longitudinal connecting plate is positioned between the upper transverse connecting plate and the lower transverse connecting plate; the lapping plate is arranged on the outer wall of the box body and positioned below the upper transverse connecting plate and above the lower transverse connecting plate; the connecting joint is arranged on the outer side wall of the first box body.
In the technical scheme, the external stiffening plate is arranged at the outer side of the box body and is positioned between the upper transverse connecting plate and the lower transverse connecting plate; the lacing plate is positioned in the box body and welded on the side surface of the inner stiffening plate; the opposite-pull steel bars are arranged on the box body.
The utility model has the following advantages: the utility model provides a hoop type connection between a large steel beam and a concrete wall, which realizes effective connection between the steel beam and the concrete wall through the steel-encased conversion node and the support column, is convenient for self installation, refines the detailed diagram of the node, reduces the construction difficulty and improves the construction efficiency; through the combination of each subassembly, can be with large-scale girder steel and each dysmorphism face of concrete wall connection simultaneously, and can effectively improve the shear-resistant bearing capacity and the shock resistance that large-span girder steel and concrete wall junction are connected.
Drawings
Fig. 1 is a front view of a hoop-type node of the present utility model.
Fig. 2 is a side view of a hoop-type joint in accordance with the present utility model.
Fig. 3 is a top view of a hoop-type joint in accordance with the present utility model.
Fig. 4 is a perspective view of a hoop-type node in the present utility model.
Fig. 5 is a cross-sectional view of fig. 4.
Fig. 6 is a front view of the present utility model.
Fig. 7 is a side view of the present utility model.
Fig. 8 is a top view of the present utility model.
Fig. 9 is a perspective view of the present utility model.
Fig. 10 is a cross-sectional view of fig. 9.
In the drawing, 1-column steel, 1.1-first box body, 1.2-second box body, 2-supporting columns, 2.1-first supporting columns, 2.2-second supporting columns, 3-column bottom plates, 4-anchor bolts, 5-pegs, 6-opposite-pulling steel bars, 7-batten plates, 8-inner partition plates, 9-connecting plates, 9.1-transverse connecting plates, 9.11-upper transverse connecting plates, 9.12-lower transverse connecting plates, 9.2-longitudinal connecting plates, 10-bolt holes, 11-bridging plates, 12-external stiffening plates, 13-connecting joints, 14-box bodies, A-concrete walls, B-steel beams and C-hoop type nodes.
Detailed Description
The following detailed description of the utility model is, therefore, not to be taken in a limiting sense, but is made merely by way of example. While making the advantages of the present utility model clearer and more readily understood by way of illustration.
As can be seen with reference to the accompanying drawings: the large steel beam is connected with the concrete wall through hoop type, and comprises a concrete wall A, a steel beam B and a hoop type node C;
the concrete wall A is in a 90-degree bending structure; the concrete wall A is connected with the anchor ear type node C, and the steel beam B is connected to the outer side end of the anchor ear type node C; the steel beam B is vertically arranged with the concrete wall A;
the anchor ear type node C comprises column wrapping steel 1, a support column 2, a column bottom plate 3, a foundation anchor bolt 4, a counter-pulling steel bar 6, a connecting plate 9 and a lapping plate 11;
the support column 2, the column bottom plate 3 and the anchor bolts 4 are all arranged in the concrete wall A;
one end of the support column 2 is connected with the box 14, the other end is connected with the column bottom plate 3, and the column bottom plate 3 is provided with a foundation bolt 4; the support column 2 is used for wrapping a steel body of the support column, so that the installation measures are simplified; the column bottom plate is a connecting piece of the support column and the foundation concrete wall; the anchor bolts 4 are fastening pieces of the support columns and the concrete foundation;
the lapping plate 11 is arranged on the box body 14 and is used as a floor slab supporting point for lapping the joint of the floor slab and the column steel-clad joint;
the column steel 1 is in a 90-degree bending box structure; the column packing steel 1 comprises a bolt 5, a lacing plate 7, an inner partition plate 8, an outer stiffening plate 12 and a box body 14; the bolt 5, the lacing plate 7, the inner partition plate 8 and the external stiffening plate 12 are all arranged on the box body 14; the box body 14 is wrapped on the periphery of the concrete wall A; the column steel 1 is a main component of a conversion node for connecting a steel beam with a concrete wall, the lower end of the column steel 1 is fixedly connected with the concrete wall through a support column 6 arranged in the concrete wall, and the side end of the column steel is connected with the steel beam through a connecting plate, so that the connection of a large steel beam and a concrete wall hoop type connecting structure is realized;
the support column 2 is positioned in the concrete wall A; the lower end of the box body 14 is connected with the concrete wall A through two support columns 2, and the side end is connected with the steel beam B through the connecting plate 9.
Further, the bolt holes 10 are arranged on the web plate of the steel beam B and the box body 14, and the bolt holes penetrate through the high-strength bolt connection pairs to realize bolting between the web plate of the steel beam and the column-clad steel;
the stud 5 is connected between the box 14 and the concrete wall A, and the connecting column is wrapped with steel 1 and concrete, so that the overall stress performance is improved;
the connection joint 13 is provided on the outer side wall of the box 14 at the ends of the connection plate 9 and the lap plate 11 for connecting the secondary beams.
Further, the inner partition plates 8 are arranged at equal intervals on the upper end and the lower end of the box body 14; the gaps between adjacent inner baffles 8 are used for the concrete mass of interest or as extension bars; holes for extending the reinforcing steel bars are arranged on the inner partition plate 8;
the support column 2 comprises a first support column 2.1 and a second support column 2.2;
the box 14 comprises a first box 1.1 and a second box 1.2; the end part of the first box body 1.1 is perpendicular to the end part of the second box body 1.2;
the upper and lower ends of the first box body 1.1 and the second box body 1.2 are respectively provided with an inner baffle plate 8; the inner partition plates are arranged at the upper end and the lower end of the column wrapping steel and are used for connecting the outer wrapping steel plates, and the box body is reinforced to prevent tension deformation;
one end of a first support column 2.1 extends into the first box body 1.1 from the lower end and is connected with the inner partition plate 8, and the other end of the first support column is connected with one surface of the concrete wall A through a foundation anchor bolt 4;
one end of the second support column 2.2 extends into the second box body 1.2 from the lower end and is connected with the inner partition plate 8, and the other end of the second support column is connected with the other surface of the concrete wall A through the anchor bolts 4.
Further, the connection plates 9 comprise transverse connection plates 9.1 and longitudinal connection plates 9.2; the connecting plate is a connecting piece of the steel beam and the column body;
the transverse connecting plate 9.1 is in a 90-degree bending structure, and the transverse connecting plate 9.1 is arranged on the outer side wall of the column steel 1 and is connected with the column steel 1 in a matched manner;
the transverse connection 9.1 comprises an upper transverse connection 9.11 and a lower transverse connection 9.12; the upper transverse connecting plate 9.11 and the lower transverse connecting plate 9.12 are arranged at intervals in parallel;
the upper transverse connection plate 9.11 is arranged on the outer side wall of the upper part of the box body 14; the lower transverse connection plate 9.12 is arranged on the outer side wall of the lower part of the box body 14;
the longitudinal webs 9.2 are located between the upper transverse webs 9.11 and the lower transverse webs 9.12; the transverse connection plates and the vertical connection plates are conversion points for connecting the steel beams with the concrete columns, and the structures formed by the transverse connection plates and the vertical connection plates are equal to the sections of the steel beams;
the lapping plate 11 is arranged on the outer wall of the box body 14, and is positioned below the upper transverse connecting plate 9.11 and above the lower transverse connecting plate 9.12;
the connecting joint 13 is arranged on the outer side wall of the first box body 1.1, and the connecting joint is a connection node of the secondary beam and the main body.
Further, an external stiffening plate 12 is arranged outside the box 14 and between the upper 9.11 and lower 9.12 transverse connection plates; the reinforcing plate at the outer side of the box body is connected with the upper transverse connecting plate and the lower transverse connecting plate, so that the shearing resistance of the connecting plate is enhanced;
the lacing plate 7 is positioned in the box body 14 and welded on the side surface of the inner stiffening plate; the batten plate is welded on the side surface of the inner stiffening plate to replace the stud to enhance the holding force with the concrete;
the opposite-pull steel bars 6 are arranged on the outer wall of the box body 14; the opposite-pull steel bars anchor the box body 14 to prevent the steel plates at the joints of the secondary beams from being unstable.
Other non-illustrated parts are known in the art.
Claims (5)
1. Large-scale girder steel is connected with concrete wall staple bolt formula, its characterized in that: the concrete wall comprises a concrete wall (A), a steel beam (B) and a hoop type node (C); the concrete wall (A) is in a 90-degree bending structure; the concrete wall (A) is connected with the anchor ear type node (C), and the steel beam (B) is connected to the outer side end of the anchor ear type node (C); the steel beam (B) is vertically arranged with the concrete wall (A); the anchor hoop type node (C) comprises column wrapping steel (1), a support column (2), a column bottom plate (3), a foundation anchor bolt (4), opposite-pull steel bars (6), a connecting plate (9) and a lapping plate (11); the support column (2), the column bottom plate (3) and the anchor bolts (4) are all arranged in the concrete wall (A); one end of the support column (2) is connected with the column steel (1), the other end of the support column is connected with the column bottom plate (3), and the column bottom plate (3) is provided with a foundation bolt (4); the lapping plate (11) is arranged on the column packing steel (1); the lower end of the column steel (1) is connected with the concrete wall (A) through a plurality of support columns (2), and the side end is connected with the steel beam (B) through a connecting plate (9); the column steel (1) is in a 90-degree bending box structure; the column steel (1) comprises a bolt (5), a lacing plate (7), an inner partition plate (8), an outer stiffening plate (12) and a box body (14); the bolt (5), the lacing plate (7), the inner partition plate (8) and the outer stiffening plate (12) are all arranged on the box body (14); the box body (14) is wrapped on the periphery of the concrete wall (A).
2. The large steel girder and concrete wall hoop type connection of claim 1, wherein: the bolt holes (10) are arranged on the web plate of the steel beam (B) and the box body (14); the bolt (5) is connected between the box body (14) and the concrete wall (A); the connecting joint (13) is arranged on the outer side wall of the column packing steel (1) and is positioned at the end part of the connecting plate (9).
3. The large steel girder and concrete wall hoop type connection of claim 2, wherein: the upper end and the lower end of the box body (14) are provided with inner partition plates (8) at equal intervals; the support column (2) comprises a first support column (2.1) and a second support column (2.2); the box body (14) comprises a first box body (1.1) and a second box body (1.2); the end part of the first box body (1.1) is vertical to the end part of the second box body (1.2); one end of a first support column (2.1) extends into the first box body (1.1) from the lower end and is connected with an inner partition plate (8), and the other end of the first support column is connected with a concrete wall (A) through a foundation anchor bolt (4); one end of a second support column (2.2) extends into the second box body (1.2) from the lower end and is connected with the inner partition plate (8), and the other end of the second support column is connected with the concrete wall (A) through a foundation anchor bolt (4).
4. A large steel girder and concrete wall hoop type connection according to claim 3, wherein: the connecting plates (9) comprise transverse connecting plates (9.1) and longitudinal connecting plates (9.2); the transverse connecting plate (9.1) is of a 90-degree bending structure, and the transverse connecting plate (9.1) is arranged on the outer side wall of the column steel (1) and is connected with the column steel (1) in a matched mode; the transverse connection plates (9.1) comprise an upper transverse connection plate (9.11) and a lower transverse connection plate (9.12); the upper transverse connecting plate (9.11) and the lower transverse connecting plate (9.12) are arranged at intervals in parallel; the upper transverse connecting plate (9.11) is arranged on the outer side wall of the upper part of the box body (14); the lower transverse connecting plate (9.12) is arranged on the outer side wall of the lower part of the box body (14); the longitudinal connecting plate (9.2) is positioned between the upper transverse connecting plate (9.11) and the lower transverse connecting plate (9.12); the lapping plate (11) is arranged on the outer wall of the box body (14) and is positioned below the upper transverse connecting plate (9.11) and above the lower transverse connecting plate (9.12); the connecting joint (13) is arranged on the outer side wall of the first box body (1.1).
5. The large steel girder and concrete wall hoop type connection of claim 4, wherein: the outer stiffening plate (12) is arranged outside the box body (14) and is positioned between the upper transverse connecting plate (9.11) and the lower transverse connecting plate (9.12); the lacing plate (7) is positioned in the box body (14) and welded on the side surface of the inner stiffening plate; the opposite-pull steel bar (6) is arranged on the box body (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223458448.7U CN218933463U (en) | 2022-12-23 | 2022-12-23 | Hoop type connection of large steel beam and concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223458448.7U CN218933463U (en) | 2022-12-23 | 2022-12-23 | Hoop type connection of large steel beam and concrete wall |
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| Publication Number | Publication Date |
|---|---|
| CN218933463U true CN218933463U (en) | 2023-04-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223458448.7U Active CN218933463U (en) | 2022-12-23 | 2022-12-23 | Hoop type connection of large steel beam and concrete wall |
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| Country | Link |
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| CN (1) | CN218933463U (en) |
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- 2022-12-23 CN CN202223458448.7U patent/CN218933463U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Huge steel beam and concrete wall hoop connection Effective date of registration: 20230926 Granted publication date: 20230428 Pledgee: Bank of China Limited Wuhan Municipal sub branch Pledgor: WUHAN HANGUANG STEEL PRODUCTS CONSTRUCTION ENGINEERING CO.,LTD. Registration number: Y2023980058527 |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right |