CN216041716U - Connecting joint with horizontal partition plates arranged at beam-column joint - Google Patents
Connecting joint with horizontal partition plates arranged at beam-column joint Download PDFInfo
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- CN216041716U CN216041716U CN202122112094.XU CN202122112094U CN216041716U CN 216041716 U CN216041716 U CN 216041716U CN 202122112094 U CN202122112094 U CN 202122112094U CN 216041716 U CN216041716 U CN 216041716U
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Abstract
The utility model provides a connecting node with a horizontal partition plate at a beam-column joint, which belongs to the technical field of steel structure building construction design. The utility model facilitates the fixed connection between the horizontal inner partition plate and the box column and the H-shaped steel beam, and simultaneously enhances the connection strength of the connection part of the box column and the H-shaped steel beam.
Description
Technical Field
The utility model belongs to the technical field of steel structure building construction design, relates to a beam column connection technology, and particularly relates to a connection node with a horizontal partition plate arranged at a beam column connection part.
Background
With the development of the fabricated steel structure industry, steel structure buildings using box columns and H-shaped steel beams as beam column systems will have more and more applications.
In a steel structure building, convex column external corners appear at four corners of each functional room of a house due to an overlarge steel column section, and the use function of an indoor building is influenced. The connection node of the box column and the H-shaped steel beam forms a structural stress system, and the selection of the node form has direct influence on structural integrity, reliability, construction period and design and construction of auxiliary components. The main connection modes comprise an outer partition plate type connection node, an inner partition plate type connection node, a side plate type connection node and the like, and the use function of the building is influenced by the protruding cylindrical surface of the outer partition plate in the outer partition plate type connection node; the side plate type connecting node is welded with the steel pipe through the side plates so as to connect the steel beam, but the welding workload is large, and the side plate type connecting node is not suitable for connecting the H-shaped steel beam; and interior partition plate formula connected node can avoid outer partition plate formula connected node and curb plate formula connected node's shortcoming, but interior partition plate formula connected node is connected not good operation with the box post in actual installation, leads to connected node intensity not enough.
SUMMERY OF THE UTILITY MODEL
Aiming at the problem that the existing structure of adopting an inner partition plate type connecting node when the box-shaped column is connected with the H-shaped steel beam and the inner partition plate is not easily connected with the box-shaped column in the actual installation process, the utility model provides the connecting node of which the connecting position of the beam column is provided with a horizontal partition plate; the specific technical scheme is as follows:
the connecting joint comprises an inner partition plate assembly, wherein a vertical connecting plate and a horizontal inner partition plate are arranged on the inner partition plate assembly, the horizontal inner partition plate is arranged in a box column, the horizontal inner partition plate and the box column are fixedly connected with the vertical connecting plate, and the vertical connecting plate is fixedly connected with an H-shaped steel beam.
Further, the vertical connecting plate is fixedly connected to one end of the horizontal inner partition plate and forms a T-shaped structure together with the horizontal inner partition plate.
Further limiting, the box-type column comprises a first column wall plate, a second column wall plate and a third column wall plate, and the first column wall plate, the second column wall plate and the third column wall plate are sequentially connected to form a connecting groove; the horizontal inner partition plate is arranged in the connecting groove, the first column wall plate, the second column wall plate and the third column wall plate are fixedly connected with the horizontal inner partition plate, and the end parts, opposite to the second column wall plate, of the first column wall plate and the second column wall plate and the end parts, opposite to the second column wall plate, of the third column wall plate and the vertical connecting plate are fixedly connected.
The upper flange inner partition plate assembly is provided with an upper flange vertical connecting plate and an upper flange horizontal inner partition plate, the lower flange inner partition plate is provided with a lower flange vertical connecting plate and a lower flange horizontal inner partition plate, the upper flange horizontal inner partition plate is arranged in the connecting groove, and the upper flange horizontal inner partition plate is fixedly connected with an upper flange plate of the H-shaped steel beam through the upper flange vertical connecting plate; the lower flange horizontal inner partition plate is arranged in the connecting groove and is fixedly connected with a lower flange plate of the H-shaped steel beam through a lower flange vertical connecting plate; one end of the upper flange vertical connecting plate and one end of the lower flange vertical connecting plate are fixedly connected with the first column wallboard, and the other end of the upper flange vertical connecting plate and the other end of the lower flange vertical connecting plate are fixedly connected with the third column wallboard.
Further limiting, if the thickness of the upper flange plate of the H-shaped steel beam is t1The height of the vertical connecting plate of the upper flange is t1+100 mm; if the thickness of the lower flange plate of the H-shaped steel beam is t2The height of the vertical connecting plate of the lower flange is t2+100㎜。
Further inject, the box-type post still includes fourth upper portion column wall board, fourth upper portion column wall board sets up the top at the vertical connecting plate of last flange, first column wall board, third column wall board and the vertical connecting plate of last flange all with fourth upper portion column wall board fixed connection.
Further inject, the box-type post still includes fourth lower part column wallboard, fourth lower part column wallboard sets up the bottom at the vertical connecting plate of lower flange, first column wallboard, third column wallboard and lower flange vertical connecting plate all with fourth lower part column wallboard fixed connection.
Further inject, the box-type post still includes fourth middle part column wallboard, fourth middle part column wallboard sets up between fourth upper portion column wallboard and fourth lower part column wallboard, first column wallboard, third column wallboard, upper flange vertical connecting plate and lower flange vertical connecting plate all with fourth middle part column wallboard fixed connection.
The connecting joint with the horizontal partition plate at the beam-column connecting part further comprises an upper flange reinforcing plate and a lower flange reinforcing plate, wherein the upper flange reinforcing plate is arranged on the outer side of the connecting part of the upper flange vertical connecting plate and the fourth upper column wall plate and on the outer side of the connecting part of the upper flange vertical connecting plate and the fourth middle column wall plate; the lower flange reinforcing plate is arranged on the outer side of the joint of the lower flange vertical connecting plate and the fourth lower column wall plate and on the outer side of the joint of the lower flange vertical connecting plate and the fourth middle column wall plate.
Further inject, fourth middle part post wallboard and second post wallboard all pass through web fixed connection of connecting plate and H shaped steel roof beam.
Compared with the prior art, the utility model has the beneficial effects that:
1. the utility model relates to a connecting joint with a horizontal partition plate at a beam-column connecting part, which comprises an inner partition plate assembly, wherein a vertical connecting plate and a horizontal inner partition plate are arranged on the inner partition plate assembly, the horizontal inner partition plate and a box-type column are fixedly connected with the vertical connecting plate, and the horizontal inner partition plate, the box-type column and an H-shaped steel beam are fixedly connected through the vertical connecting plate. When the connecting structure is installed, the horizontal inner partition plate is arranged in an inner cavity of the box column, the horizontal inner partition plate is fixedly connected with the box column, a vertical connecting plate is fixedly connected to one end portion of the horizontal inner partition plate after connection is completed, the vertical connecting plate is fixedly connected with the box column, and then the vertical connecting plate is fixedly connected with the H-shaped steel beam. The utility model facilitates the fixed connection between the horizontal inner partition plate and the box column and the H-shaped steel beam, and simultaneously enhances the connection strength of the connection part of the box column and the H-shaped steel beam.
2. The box post includes first post wallboard, second post wallboard and third post wallboard, first post wallboard, second post wallboard and third post wallboard all with horizontal inner baffle fixed connection, the tip that first post wallboard is relative with the second post wallboard and the tip that third post wallboard is relative with the second post wallboard all with vertical connecting plate fixed connection. All be connected with horizontal inner baffle through first column wallboard, second column wallboard and third column wallboard, with horizontal inner baffle setting in the spread groove simultaneously, both made things convenient for the connection of horizontal inner baffle, also increased the area of being connected of horizontal inner baffle and box post, also make simultaneously between vertical connecting plate and the horizontal inner baffle be connected more firm.
3. The inner baffle assembly comprises an upper flange inner baffle assembly and a lower flange inner baffle assembly, an upper flange vertical connecting plate and an upper flange horizontal inner baffle are arranged on the upper flange inner baffle assembly, and a lower flange vertical connecting plate and a lower flange horizontal inner baffle are arranged on the lower flange inner baffle assembly; the upper flange vertical connecting plate is convenient for the fixed connection between the upper flange horizontal inner partition plate and the upper flange plate of the H-shaped steel beam and the box column, and the strength of the connecting part is also improved; the lower flange vertical connecting plate is convenient for fixedly connecting the lower flange horizontal inner partition plate with the lower flange plate of the H-shaped steel beam and the box column.
4. The box column further comprises a fourth upper portion column wallboard, a fourth lower portion column wallboard and a fourth middle portion column wallboard, an inner cavity of the box column is formed by the first column wallboard, the second column wallboard, the third column wallboard, the fourth upper portion column wallboard, the fourth lower portion column wallboard and the fourth middle portion column wallboard in a surrounding mode, and the upper flange horizontal inner partition plate and the lower flange horizontal inner partition plate are connected with the H-shaped steel beam and the box column conveniently.
5. The connecting joint with the horizontal partition plates arranged at the beam-column connecting position further comprises an upper flange reinforcing plate and a lower flange reinforcing plate, and the connecting strength between the upper flange vertical connecting plate and the fourth upper column wall plate and between the upper flange vertical connecting plate and the fourth middle column wall plate are enhanced through the upper flange reinforcing plate; the connection strength between the lower flange vertical connecting plate and the fourth lower column wallboard and between the lower flange vertical connecting plate and the fourth middle column wallboard is enhanced through the lower flange reinforcing plate.
6. The connecting joint with the horizontal partition plates arranged at the beam-column connecting position further comprises the connecting plate, and the connecting strength between the H-shaped steel beam and the box-type column is enhanced through the connecting plate.
Drawings
FIG. 1 is a schematic structural view of a connection node where a horizontal partition is provided at a beam-column connection;
FIG. 2 is a cross-sectional view taken along plane A-A of FIG. 1;
FIG. 3 is a cross-sectional view taken along plane B-B of FIG. 1;
FIG. 4 is a cross-sectional view taken along plane C-C of FIG. 1;
FIG. 5 is a cross-sectional view taken along plane D-D of FIG. 1;
FIG. 6 is a cross-sectional view taken along plane E-E of FIG. 1;
FIG. 7 is a schematic structural view of an inner diaphragm assembly in the upper flange;
the structure comprises 1-box column, 101-first column wall plate, 102-second column wall plate, 103-third column wall plate, 104-fourth upper column wall plate, 105-fourth lower column wall plate, 106-fourth middle column wall plate, 2-upper flange inner partition plate assembly, 21-upper flange vertical connecting plate, 22-upper flange horizontal inner partition plate, 3-upper flange reinforcing plate, 4-lower flange reinforcing plate, 5-lower flange inner partition plate assembly, 6-H-shaped steel beam and 7-connecting plate.
Detailed Description
The technical solutions of the present invention will be further explained below with reference to the drawings and examples, but the present invention is not limited to the embodiments explained below.
The utility model relates to a connecting joint with a horizontal partition plate at a beam-column connecting part, which comprises an inner partition plate assembly, wherein a vertical connecting plate and a horizontal inner partition plate are arranged on the inner partition plate assembly, the horizontal inner partition plate is arranged in a box column 1, the horizontal inner partition plate and the box column 1 are fixedly connected with the vertical connecting plate, and the vertical connecting plate is fixedly connected with an H-shaped steel beam 6. The vertical connecting plate is fixedly connected to one end of the horizontal inner partition plate and forms a T-shaped structure together with the horizontal inner partition plate. The box pillar 1 comprises a first pillar panel 101, a second pillar panel 102 and a third pillar panel 103, the first pillar panel 101, the second pillar panel 102 and the third pillar panel 103 being in accordance withSecondary connection and forming a connecting groove; in the connecting groove was arranged in to the baffle in the level, first column wallboard 101, second column wallboard 102 and third column wallboard 103 all with baffle fixed connection in the level, first column wallboard 101 and the relative tip of second column wallboard 102 and the relative tip of third column wallboard 103 and second column wallboard 102 all with vertical connecting plate fixed connection. The inner partition plate assembly comprises an upper flange inner partition plate assembly 2 and a lower flange inner partition plate assembly 5, an upper flange vertical connecting plate 21 and an upper flange horizontal inner partition plate 22 are arranged on the upper flange inner partition plate assembly 2, a lower flange vertical connecting plate and a lower flange horizontal inner partition plate are arranged on the lower flange inner partition plate assembly 5, the upper flange horizontal inner partition plate 22 is arranged in the connecting groove, and the upper flange horizontal inner partition plate 22 is fixedly connected with an upper flange plate of the H-shaped steel beam 6 through the upper flange vertical connecting plate 21; the lower flange horizontal inner partition plate is arranged in the connecting groove and is fixedly connected with a lower flange plate of the H-shaped steel beam 6 through a lower flange vertical connecting plate; one end of the upper flange vertical connecting plate 21 and one end of the lower flange vertical connecting plate are both fixedly connected with the first column wall plate 101, and the other end of the upper flange vertical connecting plate 21 and the other end of the lower flange vertical connecting plate are both fixedly connected with the third column wall plate 103. If the thickness of the upper flange plate of the H-shaped steel beam 6 is t1The height of the upper flange vertical connecting plate 21 is t1+100 mm; if the thickness of the lower flange plate of the H-shaped steel beam 6 is t2The height of the vertical connecting plate of the lower flange is t2+100 mm. The box-type column 1 further comprises a fourth upper column wall plate 104, the fourth upper column wall plate 104 is arranged at the top of the upper flange vertical connecting plate 21, and the first column wall plate 101, the third column wall plate 103 and the upper flange vertical connecting plate 21 are fixedly connected with the fourth upper column wall plate 104. Box column 1 still includes fourth lower part column wallboard 105, and fourth lower part column wallboard 105 sets up in the bottom of lower flange vertical connecting plate, and first column wallboard 101, third column wallboard 103 and lower flange vertical connecting plate all with fourth lower part column wallboard 105 fixed connection. The box-type column 1 further comprises a fourth middle column wall plate 106, the fourth middle column wall plate 106 is arranged between a fourth upper column wall plate 104 and a fourth lower column wall plate 105, and the first column wall plate 101, the third column wall plate 103, the upper flange vertical connecting plate 21 and the lower flange vertical connecting plate are all connected with the fourth middle column wall plateThe wall plate 106 is fixedly connected.
The connecting joint with the horizontal partition plates arranged at the beam-column connecting position further comprises an upper flange reinforcing plate 3 and a lower flange reinforcing plate 4, wherein the upper flange reinforcing plate 3 is arranged on the outer side of the connecting position of the upper flange vertical connecting plate 21 and the fourth upper column wall plate 104 and on the outer side of the connecting position of the upper flange vertical connecting plate 21 and the fourth middle column wall plate 106; lower flange reinforcing plate 4 is provided on the outer side of the junction of the lower flange vertical connecting plate and fourth lower pillar panel 105, and on the outer side of the junction of the lower flange vertical connecting plate and fourth middle pillar panel 106.
The connecting joint of the beam-column joint with the horizontal partition plates further comprises a connecting plate 7, and the fourth middle column wall plate 106 and the second column wall plate 102 are fixedly connected with the web of the H-shaped steel beam 6 through the connecting plate 7.
Example 1
Referring to fig. 1, the connection node for arranging the horizontal partition at the beam-column connection position in the embodiment includes an inner partition assembly, where the inner partition assembly includes an upper flange inner partition assembly 2 and a lower flange inner partition assembly 5, the upper flange inner partition assembly 2 and the lower flange inner partition assembly 5 are both arranged at the connection position of the box column 1 and the H-shaped steel beam 6, the box column 1 is fixedly connected with the H-shaped steel beam 6 through the upper flange inner partition assembly 2, and the box column 1 is fixedly connected with the H-shaped steel beam 6 through the lower flange inner partition assembly 5.
Referring to fig. 3 and 7, an upper flange vertical connecting plate 21 and an upper flange horizontal inner partition plate 22 are arranged on the upper flange inner partition plate assembly 2, a lower flange vertical connecting plate and a lower flange horizontal inner partition plate are arranged on the lower flange inner partition plate assembly 5, the upper flange horizontal inner partition plate 22 is fixedly connected to one end of the upper flange vertical connecting plate 21, and the upper flange horizontal inner partition plate 22 and the upper flange vertical connecting plate 21 jointly form a structure with a T-shaped cross section; the lower flange horizontal inner partition plate is fixedly connected to one end of the lower flange vertical connecting plate, and the lower flange horizontal inner partition plate and the lower flange vertical connecting plate jointly form a structure with a T-shaped cross section.
Referring to fig. 2, the box-type column 1 includes a first column wall plate 101, a second column wall plate 102 and a third column wall plate 103, wherein the first column wall plate 101, the second column wall plate 102 and the third column wall plate 103 are sequentially connected to form a connecting groove, a face plate of the first column wall plate 101 is perpendicular to a face plate of the second column wall plate 102, a face plate of the second column wall plate 102 is perpendicular to a face plate of the third column wall plate 103, and a face plate of the first column wall plate 101 is parallel to a face plate of the third column wall plate 103, that is, the cross section of the connecting groove is a U-shaped structure; the upper flange horizontal inner partition plate 22 is arranged in the connecting groove, and the upper flange horizontal inner partition plate 22 is arranged along the transverse direction of the connecting groove; the edge of the upper flange horizontal inner partition plate 22 is fixedly connected with the inner surface of the first column wall plate 101, the inner surface of the second column wall plate 102 and the inner surface of the third column wall plate 103, the upper flange vertical connecting plate 21 is arranged at the notch of the connecting groove, one end surface of the upper flange vertical connecting plate 21 is fixedly connected with the end surface of the first column wall plate 101, the end surface of the upper flange vertical connecting plate 21 opposite to the first column wall plate 101 is fixedly connected with the third column wall plate 103, and the outer side of the upper flange vertical connecting plate 21 is fixedly connected with the upper flange of the H-shaped steel beam 6; the connecting groove is arranged in to the horizontal inner baffle of bottom flange, and the panel of the horizontal inner baffle of bottom flange and the panel of the horizontal inner baffle 22 of top flange parallel arrangement in the connecting groove, the edge of the horizontal inner baffle of bottom flange and the internal surface of first post wallboard 101, the equal fixed connection of internal surface of second post wallboard 102 and the internal surface of third post wallboard 103, the notch department of connecting groove is arranged in to the vertical connecting plate of bottom flange, a terminal surface of the vertical connecting plate of bottom flange and the terminal surface fixed connection of first post wallboard 101, terminal surface and third post wallboard 103 fixed connection relative with first post wallboard 101 on the vertical connecting plate of bottom flange, the outside and the bottom flange fixed connection of H shaped steel roof beam 6 of bottom flange vertical connecting plate.
Preferably, the box column 1 of the present embodiment further includes a fourth upper column wall plate 104, the fourth upper column wall plate 104 is disposed on top of the upper flange vertical connecting plate 21, and the first column wall plate 101, the third column wall plate 103 and the upper flange vertical connecting plate 21 are all fixedly connected to an edge of the fourth upper column wall plate 104.
Referring to fig. 5 and 6, preferably, the box pillar 1 of the present embodiment further includes a fourth lower pillar wall panel 105, the fourth lower pillar wall panel 105 is disposed at the bottom of the lower flange vertical connecting plate, and the first pillar wall panel 101, the third pillar wall panel 103 and the lower flange vertical connecting plate are fixedly connected to an edge of the fourth lower pillar wall panel 105.
Preferably, the box column 1 of the present embodiment further includes a fourth middle pillar wall plate 106, the fourth middle pillar wall plate 106 is disposed between the fourth upper pillar wall plate 104 and the fourth lower pillar wall plate 105, and the first pillar wall plate 101, the third pillar wall plate 103, the upper flange vertical connecting plate 21, and the lower flange vertical connecting plate are all fixedly connected to an edge of the fourth middle pillar wall plate 106.
Preferably, the first pillar panel 101, the second pillar panel 102, the third pillar panel 103, the fourth upper pillar panel 104, the fourth lower pillar panel 105 and the fourth middle pillar panel 106 together enclose an inner cavity of the box pillar 1.
Specifically, it is to be noted that: the fixing manner in this embodiment may be welding, bolting, and the like, and preferably, the fixing manner in this embodiment is welding.
Preferably, if the thickness of the upper flange plate of the H-shaped steel beam 6 is t1The height of the upper flange vertical connecting plate 21 is t1+100 mm; if the thickness of the lower flange plate of the H-shaped steel beam 6 is t2The height of the vertical connecting plate of the lower flange is t2+100 mm. That is, if the thickness of the upper flange plate of the H-shaped steel beam 6 is t1When the thickness is 50 mm, the height of the upper flange vertical connecting plate 21 is 150 mm; if the thickness of the lower flange plate of the H-shaped steel beam 6 is t2And when the thickness is 50 mm, the height of the lower flange vertical connecting plate is 150 mm.
Example 2
Referring to fig. 4, in the beam-column joint of the present embodiment, the joint includes an upper flange reinforcing plate 3 and a lower flange reinforcing plate 4, on the basis of embodiment 1, the upper flange reinforcing plate 3 is fixedly connected to the outer side of the joint corresponding to the joint between the upper flange vertical connecting plate 21 and the fourth upper column wall plate 104, and the upper flange reinforcing plate 3 is fixedly connected to the outer side of the joint corresponding to the joint between the upper flange vertical connecting plate 21 and the fourth middle column wall plate 106; and a lower flange reinforcing plate 4 is fixedly connected to the outer side of the connecting seam corresponding to the joint of the lower flange vertical connecting plate and the fourth lower column wall plate 105 and the outer side of the connecting seam corresponding to the joint of the lower flange vertical connecting plate and the fourth middle column wall plate 106.
The fixed connection of the upper flange reinforcing plate 3 to the upper flange vertical connecting plate 21, the fourth upper pillar panel 104, and the fourth middle pillar panel 106 in the present embodiment may be welding, bolting, or the like, and preferably, the fixed connection is welding.
Preferably, the thickness of the upper flange reinforcing plate 3 and the width of the lower flange reinforcing plate 4 of this embodiment are both 50 mm, the thickness is not less than 12 mm, the length is not less than the weld width +100 mm, the upper flange reinforcing plate 3 and the lower flange reinforcing plate 4 are both multiple, the multiple upper flange reinforcing plates 3 and the multiple lower flange reinforcing plates 4 are all arranged in parallel along the width direction of the first column wall plate 101 and the third column wall plate 103, and the distance between two adjacent upper flange reinforcing plates 3 and the distance between two adjacent lower flange reinforcing plates 4 are not greater than 200 mm.
Example 3
The beam column junction sets up the connected node of horizontal separators of this embodiment, and on the basis of embodiment 2, it still includes connecting plate 7, at the equal fixedly connected with connecting plate 7 in the outside of fourth middle part post wallboard 106 and the outside of second post wallboard 102, fourth middle part post wallboard 106 and second post wallboard 102 all pass through connecting plate 7 and H shaped steel roof beam 6's web fixed connection.
In the present embodiment, the fixing connection manner of the connecting plate 7 and the H-shaped steel beam 6 is welding, bolting, and the like, and preferably, the fixing connection manner is bolting.
The utility model relates to a connecting joint with a horizontal partition plate arranged at the beam-column connecting position, which comprises the following construction processes:
1) sequentially welding a first column wall plate 101, a second column wall plate 102 and a third column wall plate 103 to form a connecting groove;
2) inserting the upper flange inner partition plate assembly 2 into a corresponding position of the connecting groove, and welding the upper flange inner partition plate assembly 2, the first column wall plate 101, the second column wall plate 102, the third column wall plate 103 and the upper flange plate of the H-shaped steel beam 6 according to the requirements of 16G519 detail drawing of node structures of steel structures of multi-story and high-rise civil buildings;
3) inserting the lower flange inner partition plate assembly 5 into a corresponding position of the connecting groove, and welding the lower flange inner partition plate assembly 5 with the first column wall plate 101, the second column wall plate 102, the third column wall plate 103 and the lower flange plate of the H-shaped steel beam 6 according to the requirements of 16G519 detail drawing of the steel structure node structure of the multi-story and high-rise civil buildings;
4) welding a fourth upper stud wall plate 104 with the first stud wall plate 101, the third stud wall plate 103 and the upper flange vertical connecting plate 21;
5) welding a fourth lower stud wall plate 105 with the first stud wall plate 101, the third stud wall plate 103 and the lower flange vertical connecting plate;
6) welding a fourth middle pillar panel 106 with the first pillar panel 101, the third pillar panel 103, the upper flange vertical connecting plate 21 and the lower flange vertical connecting plate;
7) welding the upper flange reinforcing plate 3 to the outer side of a connecting seam corresponding to the connecting position of the upper flange vertical connecting plate 21 and the fourth upper column wall plate 104 and the outer side of a connecting seam corresponding to the connecting position of the upper flange vertical connecting plate 21 and the fourth middle column wall plate 106; and welding the lower flange reinforcing plate 4 at the outer side of the corresponding connecting seam at the joint of the lower flange vertical connecting plate and the fourth lower column wall plate 105 and the outer side of the corresponding connecting seam at the joint of the lower flange vertical connecting plate and the fourth middle column wall plate 106.
8) And welding connecting plates 7 on the outer side of the fourth middle column wall plate 106 and the outer side of the second column wall plate 102, and fixedly connecting the connecting plates 7 with the web plate of the H-shaped steel beam 6 through bolts.
Claims (10)
1. The connecting joint is characterized by comprising an inner partition plate assembly, wherein a vertical connecting plate and a horizontal inner partition plate are arranged on the inner partition plate assembly, the horizontal inner partition plate is arranged in a box column (1), the horizontal inner partition plate and the box column (1) are fixedly connected with the vertical connecting plate, and the vertical connecting plate is fixedly connected with an H-shaped steel beam (6).
2. A connecting joint of a horizontal clapboard is arranged at the beam-column connection part according to claim 1, and is characterized in that the vertical connecting plate is fixedly connected to one end part of the horizontal inner clapboard and forms a T-shaped structure with the horizontal inner clapboard.
3. A beam-column joint with a horizontal partition connection according to claim 1 or 2, wherein the box column (1) comprises a first column wall panel (101), a second column wall panel (102) and a third column wall panel (103), the first column wall panel (101), the second column wall panel (102) and the third column wall panel (103) being connected in sequence and forming a connection groove; the horizontal inner partition plate is arranged in the connecting groove, the first column wall plate (101), the second column wall plate (102) and the third column wall plate (103) are fixedly connected with the horizontal inner partition plate, and the end parts, opposite to the first column wall plate (101) and the second column wall plate (102), of the first column wall plate and the end parts, opposite to the third column wall plate (103) and the second column wall plate (102), of the third column wall plate are fixedly connected with the vertical connecting plate.
4. The connecting joint with the horizontal partition plates at the beam-column connection position according to claim 3, wherein the inner partition plate assembly comprises an upper flange inner partition plate assembly (2) and a lower flange inner partition plate assembly (5), an upper flange vertical connecting plate (21) and an upper flange horizontal inner partition plate (22) are arranged on the upper flange inner partition plate assembly (2), a lower flange vertical connecting plate and a lower flange horizontal inner partition plate are arranged on the lower flange inner partition plate assembly (5), the upper flange horizontal inner partition plate (22) is arranged in a connecting groove, and the upper flange horizontal inner partition plate (22) is fixedly connected with the upper flange plate of the H-shaped steel beam (6) through the upper flange vertical connecting plate (21); the lower flange horizontal inner partition plate is arranged in the connecting groove and is fixedly connected with a lower flange plate of the H-shaped steel beam (6) through a lower flange vertical connecting plate; one end of the upper flange vertical connecting plate (21) and one end of the lower flange vertical connecting plate are fixedly connected with the first column wall plate (101), the other end of the upper flange vertical connecting plate (21) and the other end of the lower flange vertical connecting plate are fixedly connected with the third column wall plate (103), and a panel of the upper flange inner partition plate assembly (2) and a panel of the lower flange horizontal inner partition plate are arranged in parallel.
5. A joint for providing horizontal partitions at beam-column joints according to claim 4, wherein if the thickness of the upper flange plate of the H-beam (6) is t1Then the upper wingThe height of the edge vertical connecting plate (21) is t1+100 mm; if the thickness of the lower flange plate of the H-shaped steel beam (6) is t2The height of the vertical connecting plate of the lower flange is t2+100㎜。
6. A connection node for arranging a horizontal partition at a beam-column connection according to claim 4, wherein the box column (1) further comprises a fourth upper column wall plate (104), the fourth upper column wall plate (104) is arranged on top of the upper flange vertical connection plate (21), and the first column wall plate (101), the third column wall plate (103) and the upper flange vertical connection plate (21) are fixedly connected with the fourth upper column wall plate (104).
7. A connection node for a horizontal partition at a beam-column connection according to claim 6, wherein the box column (1) further comprises a fourth lower column wall plate (105), the fourth lower column wall plate (105) is arranged at the bottom of the lower flange vertical connection plate, and the first column wall plate (101), the third column wall plate (103) and the lower flange vertical connection plate are fixedly connected with the fourth lower column wall plate (105).
8. A connection node for providing a horizontal partition at a beam-column connection according to claim 7, wherein the box column (1) further comprises a fourth middle column wall plate (106), the fourth middle column wall plate (106) being arranged between a fourth upper column wall plate (104) and a fourth lower column wall plate (105), the first column wall plate (101), the third column wall plate (103), the upper flange vertical connection plate (21) and the lower flange vertical connection plate being fixedly connected to the fourth middle column wall plate (106).
9. The connecting node for the horizontal partition at the beam-column joint according to claim 8, further comprising an upper flange reinforcing plate (3) and a lower flange reinforcing plate (4), wherein the upper flange reinforcing plate (3) is arranged at the outer side of the joint of the upper flange vertical connecting plate (21) and the fourth upper column wall plate (104), and the outer side of the joint of the upper flange vertical connecting plate (21) and the fourth middle column wall plate (106); and the lower flange reinforcing plate (4) is arranged on the outer side of the joint of the lower flange vertical connecting plate and the fourth lower column wall plate (105) and on the outer side of the joint of the lower flange vertical connecting plate and the fourth middle column wall plate (106).
10. The beam-column joint horizontal partition connecting node according to claim 9, wherein the beam-column joint horizontal partition connecting node further comprises a connecting plate (7), and the fourth middle column wall plate (106) and the second column wall plate (102) are fixedly connected with the web of the H-shaped steel beam (6) through the connecting plate (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122112094.XU CN216041716U (en) | 2021-09-02 | 2021-09-02 | Connecting joint with horizontal partition plates arranged at beam-column joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122112094.XU CN216041716U (en) | 2021-09-02 | 2021-09-02 | Connecting joint with horizontal partition plates arranged at beam-column joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216041716U true CN216041716U (en) | 2022-03-15 |
Family
ID=80596999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122112094.XU Active CN216041716U (en) | 2021-09-02 | 2021-09-02 | Connecting joint with horizontal partition plates arranged at beam-column joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216041716U (en) |
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2021
- 2021-09-02 CN CN202122112094.XU patent/CN216041716U/en active Active
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