CN210976073U - Steel tube bundle combined shear wall and steel beam connecting node - Google Patents
Steel tube bundle combined shear wall and steel beam connecting node Download PDFInfo
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- CN210976073U CN210976073U CN201921335298.6U CN201921335298U CN210976073U CN 210976073 U CN210976073 U CN 210976073U CN 201921335298 U CN201921335298 U CN 201921335298U CN 210976073 U CN210976073 U CN 210976073U
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Abstract
The utility model provides a steel pipe bundle combination shear wall and girder steel connected node belongs to building engineering technical field, and its limit bears the dynamic height, connects safe and reliable and on-the-spot simple to operate. The steel tube bundle combined shear wall and steel beam connecting node comprises a steel tube bundle combined shear wall, an H-shaped steel beam and a pre-embedded assembly for connecting the steel tube bundle combined shear wall and the H-shaped steel beam; the embedded assembly comprises an end plate, and an anchor bar and a web connecting plate which are respectively connected to two opposite side surfaces of the end plate; the side face of the end plate connected with the anchor bar is a first connecting face, and the side face of the end plate connected with the web connecting plate is a second connecting face; the first connecting surface is attached to a to-be-connected surface of the steel tube bundle combined shear wall, and the anchor bars are embedded in the steel tube bundle combined shear wall; the upper flange plate and the lower flange plate of the H-shaped steel beam are both welded to the second connecting surface, and the web plate of the H-shaped steel beam is connected to the web plate connecting plate through bolts.
Description
Technical Field
The utility model belongs to the technical field of building engineering, especially, relate to a steel pipe bundle combination shear wall and girder steel connected node.
Background
At present, the shear wall is an important lateral force resistant component in a building structure and plays an important role in structural seismic resistance. In recent years, a steel pipe bundle combined shear wall structure system is proposed and gradually applied to engineering practice, the structure system has good bearing capacity, anti-seismic performance and fire resistance, the material consumption is greatly reduced compared with that of a traditional shear wall structure, the comprehensive economic performance is excellent, the problem of column exposure in a room can be solved, and the steel pipe bundle combined shear wall structure system has good building adaptability and is an ideal shear wall structure form.
In a steel pipe bundle combined shear wall structure system, a wall-beam connecting node is a key part for realizing cooperative work of a steel beam and a shear wall, and directly influences the bearing performance of the structure. The existing steel tube bundle combined shear wall and steel beam connection node has fewer forms. For example, patent CN104047365A discloses a connection node of a steel beam and a composite structure shear wall, which directly welds a flange of the steel beam and a steel tube bundle, and simultaneously directly welds a connection plate at a corresponding position of the steel tube bundle and connects the connection plate with a web of the steel beam through a bolt, so as to connect the steel tube bundle composite structure shear wall and the steel beam; patent CN204212267U discloses a connection node of an end plate type steel beam and steel tube bundle combined structure shear wall, which is characterized in that flange connection plates are respectively welded on the left side surface and the right side surface of the steel tube bundle combined structure shear wall, an end plate is arranged on the outer side of a partition plate of a tail end unit of the steel tube bundle combined structure shear wall, the upper edge and the lower edge of the end plate are respectively welded with the partition plate of the tail end unit of the steel tube bundle combined structure shear wall, the middle part of the end plate is welded with the flange connection plates, and the steel beam is welded with the end plate, so that the connection of; in addition, there is also a steel tube bundle shear wall rib plate node without edge members, and the node is mainly welded with the steel beam flange and the steel tube bundle through a rib plate respectively, so that the connection between the shear wall and the steel beam is realized. However, the main connection modes of the connection nodes of the existing steel tube bundle combined shear wall and the steel beam are welding, and the steel tube bundle of the shear wall is made of cold-formed thin-walled U-shaped steel, so that the wall thickness of the steel tube bundle is thin, the size of a welding leg of a welding seam is limited to a certain extent, and the limit bearing capacity of connection is influenced.
SUMMERY OF THE UTILITY MODEL
The utility model discloses to the not enough of above-mentioned current steel pipe bundle combination shear wall and girder steel connected node existence, provide a limit and bear the weight of dynamic height, connect safe and reliable and on-the-spot simple to operate's steel pipe bundle combination shear wall and girder steel connected node.
In order to achieve the above object, the utility model discloses a technical scheme be:
the steel tube bundle combined shear wall and steel beam connecting node comprises a steel tube bundle combined shear wall, an H-shaped steel beam and a pre-embedded assembly for connecting the steel tube bundle combined shear wall and the H-shaped steel beam; the embedded assembly comprises an end plate, and an anchor bar and a web connecting plate which are respectively connected to two opposite side surfaces of the end plate; the side face of the end plate connected with the anchor bar is a first connecting face, and the side face of the end plate connected with the web connecting plate is a second connecting face; the first connecting surface is attached to a to-be-connected surface of the steel tube bundle combined shear wall, and the anchor bars are embedded in the steel tube bundle combined shear wall; the upper flange plate and the lower flange plate of the H-shaped steel beam are both welded to the second connecting surface, and the web plate of the H-shaped steel beam is connected to the web plate connecting plate through bolts.
Preferably, the steel tube bundle combined shear wall comprises a shear wall frame and concrete, the shear wall frame is provided with a plurality of tubular cavities, the tubular cavities are arranged in rows along a direction perpendicular to the surface to be connected, and the concrete is filled in the tubular cavities.
Preferably, said anchor bars extend through a plurality of said tubular cavities.
Preferably, the anchor bars are multiple, and the multiple anchor bars are arranged in multiple rows and multiple columns and are uniformly connected to the first connecting surface of the end plate.
Preferably, the anchor bars and the web connecting plates are perpendicular to the surface of the end plate.
Preferably, groove welds are adopted between the upper flange plate and the end plate and between the lower flange plate and the end plate, and lining plates are welded at the bottoms of the groove welds.
Preferably, the edge of the end plate is welded to the surface to be connected of the steel tube bundle combined shear wall through girth welding.
Compared with the prior art, the utility model discloses an advantage and beneficial effect lie in:
1. the utility model provides a steel tube bundle combination shear wall and girder steel connected node through the pre-buried subassembly that sets up, has realized the connection of steel tube bundle combination shear wall and H shaped steel roof beam, starts from connecting between steel and the concrete, utilizes the bonding effect between the anchor bar of concrete and pre-buried subassembly in the steel tube bundle combination shear wall, transmits the load of beam-ends to the concrete through the anchor bar, and the biography power route is clear, connects more safe and reliable, has improved connected node's limit bearing capacity;
2. the utility model provides a steel pipe bundle combination shear wall and girder steel connected node, simple structure is reasonable, and the site operation only includes the concrete placement of steel pipe bundle combination shear wall and the connection of H shaped steel roof beam, and the site welding work load is little, and construction convenience is quick, accords with the prefabricated requirement.
Drawings
Fig. 1 is a perspective view of a joint for connecting a steel tube bundle combined shear wall and a steel beam provided in an embodiment of the present invention;
FIG. 2 is an exploded view of a joint of the steel tube bundle composite shear wall and the steel beam shown in FIG. 1;
fig. 3 is a front view of a joint for connecting a steel tube bundle combined shear wall and a steel beam provided by an embodiment of the present invention;
FIG. 4 is a cross-sectional view taken along line A-A of FIG. 3;
fig. 5 is a schematic structural diagram of a shear wall frame according to an embodiment of the present invention;
FIG. 6 is an exploded view of the shear wall frame of FIG. 5;
fig. 7 is a schematic structural diagram of a pre-buried assembly provided in the embodiment of the present invention;
FIG. 8 is an enlarged view of a portion of FIG. 3 at B;
FIG. 9 is an enlarged view of a portion of FIG. 3 at C;
in the above figures: 1. the steel tube bundle is combined with the shear wall; 11. a shear wall frame; 111. a tubular cavity; 112. anchor bar mounting holes; 113. cold-bending the thin-wall square steel pipe; 114. cold-bending thin-walled U-shaped steel; 12. concrete; 2. an H-shaped steel beam; 21. an upper flange plate; 22. a web; 23. a lower flange plate; 3. pre-burying the assembly; 31. anchoring ribs; 32. an end plate; 33. a web connecting plate; 4. a bolt; 5. a liner plate.
Detailed Description
The present invention is specifically described below by way of exemplary embodiments. It should be understood, however, that elements, structures and features of one embodiment may be beneficially incorporated in other embodiments without further recitation.
In the description of the present invention, it should be noted that the terms "inside", "outside", "upper", "lower", "top", "bottom", etc. indicate the positional relationship based on the positional relationship shown in fig. 3, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element 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. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
As shown in fig. 1-4, the embodiment of the present invention relates to a steel tube bundle combined shear wall and steel beam connection node, which comprises a steel tube bundle combined shear wall 1, an H-shaped steel beam 2 and a pre-embedded assembly 3 for connecting the steel tube bundle combined shear wall 1 and the H-shaped steel beam 2; the embedded component 3 comprises an end plate 32, and an anchor bar 31 and a web connecting plate 33 which are respectively connected to two opposite side surfaces of the end plate 32; the side surface of the end plate 32 connected with the anchor bar 31 is a first connecting surface, and the side surface of the end plate 32 connected with the web connecting plate 33 is a second connecting surface; the first connecting surface is attached to a to-be-connected surface of the steel tube bundle combined shear wall 1, and the anchor bars 31 are embedded in the steel tube bundle combined shear wall 1; the upper flange plate 21 and the lower flange plate 23 of the H-shaped steel beam 2 are both welded to the second connecting surface, and the web plate 22 of the H-shaped steel beam 2 is connected to the web connecting plate 33 through the bolt 4.
Regarding the structure of the steel tube bundle combined shear wall 1, as shown in fig. 4-6, in this embodiment, the steel tube bundle combined shear wall 1 includes a shear wall frame 11 and concrete 12, the shear wall frame 11 has a plurality of tubular cavities 111, the plurality of tubular cavities 111 are arranged in a row in a direction perpendicular to a surface to be connected, and the concrete 12 is filled in the tubular cavities 111. As shown in fig. 6, the shear wall frame 11 is formed by welding a plurality of cold-formed thin-walled U-shaped steels 114 arranged in rows to a cold-formed thin-walled square steel tube 113, and anchor bar mounting holes 112 through which the anchor bars 31 pass are formed in both the cold-formed thin-walled square steel tube 113 and the cold-formed thin-walled U-shaped steels 114. The welding operation of the shear wall frame 11 is completed in a factory, and the casting operation of the concrete 12 is completed in the field. In order to make the embedded assembly 3 and the concrete 12 in the steel tube bundle combined shear wall 1 be connected more firmly, as shown in fig. 4, the anchor bars 31 penetrate through the plurality of tubular cavities 111, in this embodiment, the anchor bars 31 penetrate through the 3 tubular cavities 111, and the anchor bars 31 and the concrete 12 in each tubular cavity 111 through which the anchor bars 31 penetrate are connected firmly, so that reliable connection is ensured.
For the embedded component 3, it should be noted that the anchor bars 31 in the embedded component 3 are used for connecting the steel tube bundle combined shear wall 1, the web connecting plates 33 are used for connecting the H-shaped steel beam 2, and the end plates 32 are used as connecting members between the anchor bars 31 and the web connecting plates 33, and can strengthen the connection between the steel tube bundle combined shear wall 1 and the H-shaped steel beam 2. As shown in fig. 7, in this embodiment, the anchor bars 31 and the web connecting plates 33 are both perpendicular to the plate surface of the end plate 32, which is beneficial to transferring the tension of the H-shaped steel beam 2. It should be noted that the anchor bar 31 used in this embodiment is a steel bar with threads on the surface, which is commonly used in the art, the anchor bar 31 is connected to the end plate 32 by means of through-hole plug welding, the web connecting plate 33 is connected to the end plate 32 by means of a bevel weld, and the connection of the anchor bar 31, the web connecting plate 33 and the end plate 32 is completed in a factory without on-site welding. Preferably, the anchor bars 31 are multiple, and the multiple anchor bars 31 are arranged in multiple rows and multiple columns and are uniformly connected to the first connecting surface of the end plate 32, so that the steel tube bundle combined shear wall 1, the anchor bars 31 and the end plate 32 are stressed more uniformly. In this embodiment, the anchor bars 31 are 8, and are arranged in 4 rows and 2 columns.
In order to strengthen the connection between the steel tube bundle combined shear wall 1 by using the end plate 32, preferably, the edge of the end plate 32 is welded to the surface to be connected of the steel tube bundle combined shear wall 1 by girth welding.
Further, in order to reinforce the connection with the H-shaped steel beam 2 by the end plate 32, as shown in fig. 8 and 9, preferably, groove welds are used between the upper flange plate 21 and the end plate 32 and between the lower flange plate 23 and the end plate 32, and the backing plate 5 is welded to the bottom of the groove weld, and the beam end failure region can be moved outward by the backing plate 5 provided, so that the groove weld can be protected. Note that both ends of the lining panel 5 provided near the upper flange plate 21 are welded to the end plate 32 and the upper flange plate 21 by fillet welding, and both ends of the lining panel 5 provided near the lower flange plate 23 are welded to the end plate 32 and the lower flange plate 23 by fillet welding.
In addition, in order to ensure the connection strength between the web 22 and the web connecting plate 33 of the H-shaped steel beam 2, it is preferable to connect the web 22 and the web connecting plate 33 by using high-strength bolts.
The method for connecting the steel tube bundle combined shear wall and the steel beam connecting node comprises the following steps:
(1) inserting the anchor bars 31 of the pre-embedded assemblies 3 manufactured in a factory into the shear wall frame 11 of the steel tube bundle combined shear wall 1, pouring concrete 12 into the tubular cavities 111 of the shear wall frame 11, so that the anchor bars 31 are pre-embedded into the steel tube bundle combined shear wall 1, and the end plates 32 are attached to the to-be-connected surfaces of the steel tube bundle combined shear wall 1. Preferably, after the anchor bars 31 are embedded into the steel tube bundle combined shear wall 1, the method further includes welding the end plates 32 of the embedded assemblies 3 to the surfaces to be connected of the steel tube bundle combined shear wall 1 through girth welding, so as to strengthen the connection between the end plates 32 and the steel tube bundle combined shear wall 1.
(2) The web plate 22 of the H-shaped steel beam 2 is connected to the web connecting plate 33 of the embedded assembly 3 through the bolts 4, and the upper flange plate 21 and the lower flange plate 23 of the H-shaped steel beam 2 are respectively welded on the end plate 32. In welding the upper flange plate 21 to the end plate 32, and the lower flange plate 23 to the end plate 32, a groove weld and a welt double-sided welding technique are preferably employed. It should be noted that the technique of welding the two sides of the lining plate refers to performing groove welding with the lining plate 5 as the bottom, and simultaneously welding the two ends of the lining plate 5 to the parts to be welded on the two sides through fillet welds respectively.
Above-mentioned steel tube bundle combination shear wall and girder steel connected node, through the pre-buried subassembly 3 that sets up, the connection of steel tube bundle combination shear wall 1 and H shaped steel roof beam 2 has been realized, it starts to connect between steel and concrete 12, utilize the concrete 12 in the steel tube bundle combination shear wall 1 and the adhesive action between the anchor bar 31 of pre-buried subassembly 3, pass through anchor bar 31 with the beam-ends load and transmit for concrete 12, the biography power route is clear, connect more safe and reliable, the ultimate bearing capacity of connected node has been improved. Moreover, the steel tube bundle combined shear wall and steel beam connecting node is simple and reasonable in structure, the site construction only comprises concrete 12 pouring of the steel tube bundle combined shear wall 1 and connection of the H-shaped steel beam 2, the site welding workload is small, the construction is convenient and rapid, and the assembling requirement is met.
Claims (7)
1. Steel pipe bundle combination shear wall and girder steel connected node, its characterized in that: the steel tube bundle combined shear wall comprises a steel tube bundle combined shear wall, an H-shaped steel beam and a pre-buried assembly for connecting the steel tube bundle combined shear wall and the H-shaped steel beam; the embedded assembly comprises an end plate, and an anchor bar and a web connecting plate which are respectively connected to two opposite side surfaces of the end plate; the side face of the end plate connected with the anchor bar is a first connecting face, and the side face of the end plate connected with the web connecting plate is a second connecting face; the first connecting surface is attached to a to-be-connected surface of the steel tube bundle combined shear wall, and the anchor bars are embedded in the steel tube bundle combined shear wall; the upper flange plate and the lower flange plate of the H-shaped steel beam are both welded to the second connecting surface, and the web plate of the H-shaped steel beam is connected to the web plate connecting plate through bolts.
2. The steel tube bundle combined shear wall and steel beam connecting node according to claim 1, characterized in that: the steel tube bundle combined shear wall comprises a shear wall frame and concrete, wherein the shear wall frame is provided with a plurality of tubular cavities, the tubular cavities are arranged in rows along a direction perpendicular to the surface to be connected, and the concrete is filled in the tubular cavities.
3. The steel tube bundle combined shear wall and steel beam connecting node according to claim 2, characterized in that: the anchor bars penetrate through the plurality of tubular cavities.
4. The steel tube bundle combined shear wall and steel beam connecting node according to claim 1 or 3, characterized in that: the anchor bar is many, many the anchor bar is the multirow multiseriate range to evenly connect in the first connection face of end plate.
5. The steel tube bundle combined shear wall and steel beam connecting node according to claim 1, characterized in that: the anchor bars and the web plate connecting plates are perpendicular to the end plate surface.
6. The steel tube bundle combined shear wall and steel beam connecting node according to claim 1, characterized in that: groove welds are adopted between the upper flange plate and the end plate and between the lower flange plate and the end plate, and lining plates are welded at the bottoms of the groove welds.
7. The steel tube bundle combined shear wall and steel beam connecting node according to claim 1, characterized in that: the edge of the end plate is welded on the surface to be connected of the steel tube bundle combined shear wall through girth welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921335298.6U CN210976073U (en) | 2019-08-16 | 2019-08-16 | Steel tube bundle combined shear wall and steel beam connecting node |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921335298.6U CN210976073U (en) | 2019-08-16 | 2019-08-16 | Steel tube bundle combined shear wall and steel beam connecting node |
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| CN210976073U true CN210976073U (en) | 2020-07-10 |
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| CN201921335298.6U Active CN210976073U (en) | 2019-08-16 | 2019-08-16 | Steel tube bundle combined shear wall and steel beam connecting node |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565802A (en) * | 2019-08-16 | 2019-12-13 | 青岛理工大学 | steel tube bundle combined shear wall and steel beam connecting node |
| CN115324234A (en) * | 2022-09-02 | 2022-11-11 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle combination wall |
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2019
- 2019-08-16 CN CN201921335298.6U patent/CN210976073U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565802A (en) * | 2019-08-16 | 2019-12-13 | 青岛理工大学 | steel tube bundle combined shear wall and steel beam connecting node |
| CN115324234A (en) * | 2022-09-02 | 2022-11-11 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle combination wall |
| CN115324234B (en) * | 2022-09-02 | 2023-11-24 | 江苏省江建集团有限公司 | Assembled steel construction building steel tube bundle composite wall |
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