CN220521550U - Cross-shaped node structure - Google Patents

Abstract

The application relates to a cross node structure relates to the technical field of beam column node, and it includes the web, the web includes transverse web and longitudinal web, transverse web with longitudinal web's length direction parallel arrangement, and perpendicular with ground, transverse web's face with longitudinal web's face sets up perpendicularly, transverse web with longitudinal web alternately sets up, and fixed connection, a plurality of transverse Liang Jinkong have been seted up on the transverse web, a plurality of longitudinal beam muscle holes have been seted up on the longitudinal web, longitudinal Liang Jinkong with transverse beam muscle hole is located different horizontal planes. This application has the effect that makes the roof beam muscle be convenient for set up.

Description

Cross-shaped node structure

Technical Field

The application relates to the technical field of beam column nodes, in particular to a cross node structure.

Background

The beam column construction mode of modern high-rise buildings is mainly to take steel bars as a framework, then concrete is poured, and the beam column constructed by the mode is high in structural strength and good in stability. The steel bars for building the column structure are column steel bars, which are called column steel bars for short; the steel bars for constructing the beam structure are beam steel bars, which are called beam steel bars for short.

At present, a general beam column node comprises a column rib sleeve and a beam rib frame, wherein the column rib sleeve is vertically arranged and is in a rectangular column shape, the interior of the column rib sleeve is hollow, and the column rib sleeve is welded with column ribs; the beam rib frame is provided with four, and all sets up perpendicularly with the post rib cover, and the beam rib frame is located one side of post rib cover, and is "worker" font, and the one end and the post rib cover welding of beam rib frame, and the beam rib frame is used for bearing the beam rib. When the beam rib is used, the column rib penetrates through the column rib sleeve and is welded with the column rib, the beam rib is arranged in parallel with the length direction of the beam rib frame and is welded with the beam rib frame, and one end of the beam rib is welded with one side of the column rib sleeve.

The number of the beam ribs is large in erection Liang Jinshi, and the beam ribs are blocked by the column rib sleeves and are required to be broken at the column rib sleeves, so that the beam ribs are not easy to erect.

Disclosure of Invention

In order to facilitate erection of the beam rib, the present application provides a cross-shaped node structure.

The application provides a cross node structure adopts following technical scheme:

the utility model provides a cross node structure, includes the web, the web includes transverse web and longitudinal web, transverse web with longitudinal web's length direction parallel arrangement, and perpendicular with ground, transverse web's face with longitudinal web's face sets up perpendicularly, transverse web with longitudinal web alternately sets up, and fixed connection, a plurality of transverse Liang Jinkong have been seted up on the transverse web, a plurality of longitudinal beam muscle holes have been seted up on the longitudinal web, longitudinal Liang Jinkong with transverse beam muscle hole is located different horizontal planes.

Through adopting above-mentioned technical scheme, through seting up horizontal beam muscle hole and vertical Liang Jinkong for the beam muscle can pass horizontal web and vertical web, and need not to break, thereby makes the beam muscle be convenient for set up.

Optionally, the device further comprises a flange plate, the flange plate comprises a longitudinal flange plate and a transverse flange plate, the longitudinal flange plate is parallel to the length direction of the transverse flange plate and is perpendicular to the ground, the longitudinal flange plates are provided with two plates, the plate surfaces of the longitudinal flange plates are perpendicular to the plate surfaces of the transverse webs, the transverse webs are respectively fixedly connected with the middle parts of the longitudinal flange plates, the transverse flange plates are provided with two plates, the plate surfaces of the transverse flange plates are perpendicular to the plate surfaces of the longitudinal webs, and the longitudinal webs are respectively fixedly connected with the middle parts of the transverse flange plates.

Through adopting above-mentioned technical scheme, through setting up longitudinal flange board and transverse flange board, increased the intensity of transverse web and longitudinal web.

Optionally, the longitudinal flange plate is provided with flange beam rib holes, the flanges Liang Jinkong are provided with a plurality of flanges, the number and the positions of the flanges are respectively corresponding to the transverse beam rib holes covered by the area of the longitudinal flange plate one by one, the transverse flange plate is also provided with flanges Liang Jinkong, the flanges Liang Jinkong are provided with a plurality of flanges, and the number and the positions of the flanges are respectively corresponding to the longitudinal direction Liang Jinkong covered by the area of the transverse flange plate one by one.

Through adopting above-mentioned technical scheme, through setting up flange beam rib hole for the beam rib need not to break when passing longitudinal flange board and transverse flange board, thereby makes the beam rib be convenient for wear to establish.

Optionally, the longitudinal flange plate is kept away from one side fixedly connected with fastening peg of transverse web, fastening peg is provided with a plurality ofly, and follows the length direction of longitudinal flange plate evenly arranges, fastening peg with the face of longitudinal flange plate sets up perpendicularly, the transverse flange plate is kept away from one side of longitudinal web also fixedly connected with fastening peg, fastening peg is provided with a plurality ofly, and follows the length direction of transverse flange plate evenly arranges, fastening peg with the face of transverse flange plate sets up perpendicularly.

Through adopting above-mentioned technical scheme, through setting up fastening peg, increased friction and holding power between concrete and the flange plate after the concreting, increased the intensity of flange plate.

Optionally, the bracket further comprises a bracket, the bracket comprises a first transverse plate, a second transverse plate and a connecting plate, the plate surface of the first transverse plate is parallel to the ground, the plate surface of the second transverse plate is parallel to the plate surface of the first transverse plate, the length direction of the connecting plate is parallel to the length direction of the first transverse plate, the plate surface of the connecting plate is perpendicular to the ground, the length direction of the connecting plate is parallel to the length direction of the first transverse plate, the connecting plate is fixedly connected with the middle part of the first transverse plate and the middle part of the second transverse plate respectively, the bracket is provided with four brackets, two brackets are in one-to-one correspondence with two longitudinal flange plates, the first transverse plate, the second transverse plate and the connecting plate are all located at one side of the longitudinal flange plate far away from the transverse web, the length direction of the first transverse plate is perpendicular to the plate surface of the longitudinal flange plate, the first transverse plate is close to the middle part of the first transverse plate and is fixedly connected with the middle part of the second flange 35, the two flanges of the first transverse plate are located at one side of the bottom edge of the flange 35 near the ground, and the bottom edge of the flange is located at one side of the bottom edge of the flange 35; the other two the bracket corresponds with two one-to-one with the transverse flange plate, first diaphragm the second diaphragm with the connecting plate all is located the transverse flange plate is kept away from one side of vertical web, and all with transverse flange plate fixed connection, the length direction of first diaphragm with the face of transverse flange plate sets up perpendicularly, first diaphragm is close to one end of transverse flange plate is located one row that is highest flange Liang Jinkong is close to one side on the ground, the second diaphragm is close to one end of transverse flange plate is located one row that is lowest flange Liang Jinkong is kept away from one side on the ground.

Through adopting above-mentioned technical scheme, because first diaphragm is located the one side that is close to ground of the highest row of flange Liang Jinkong for the highest row of roof beam muscle can with first diaphragm butt, because the second diaphragm is located the one side that is kept away from ground of the lowest row of flange Liang Jinkong, makes the lowest row of roof beam muscle can with second diaphragm butt, thereby has promoted the stability of the roof beam muscle that is connected with the bracket.

Optionally, the device further comprises stiffening plates, the plate surfaces of the stiffening plates are parallel to the ground, the stiffening plates are four, two stiffening plates are in one-to-one correspondence with two longitudinal flange plates, the stiffening plates are located on one side, far away from the transverse web, of the longitudinal flange plates, the length direction of the stiffening plates is perpendicular to the plate surfaces of the longitudinal flange plates, the stiffening plates are fixedly connected with the longitudinal flange plates, and one end, close to the longitudinal flange plates, of each stiffening plate is located on one side, close to the ground, of the lowest flange Liang Jinkong; the other two stiffening plates are in one-to-one correspondence with the two transverse flange plates, the stiffening plates are located on one side, away from the longitudinal web, of the transverse flange plates, the length direction of the stiffening plates is perpendicular to the plate surface of the transverse flange plates, the stiffening plates are fixedly connected with the transverse flange plates, and one end, close to the transverse flange plates, of each stiffening plate is located on one side, close to the ground, of the lowest flange Liang Jinkong.

Through adopting above-mentioned technical scheme, through setting up the stiffening plate for the beam muscle that wears to establish in the beam muscle hole of a row of flange that is minimum can be more stable under the loading effect of stiffening plate.

Optionally, still include the panel subassembly, the panel subassembly is provided with four groups, and with four the bracket one-to-one, the panel subassembly includes first panel, second panel and fixed plate, first panel is provided with two, and the face is parallel with ground, the second panel is provided with two, and the face is parallel with ground, first panel with the second panel encloses into rectangular column, first panel is located one row that the flange Liang Jinkong is kept away from ground, the second panel is located the stiffening plate is close to one side on ground, and with the stiffening plate is connected, first panel is close to the edge of second panel with the second panel is close to the equal fixedly connected with connecting strip of edge of first panel, adjacent can dismantle between the connecting strip and be connected, the fixed plate is provided with two, and the face is perpendicular with ground, the fixed plate is located first panel is close to one end the stiffening plate, just with first panel and fixed edge are connected respectively.

Through adopting above-mentioned technical scheme, through setting up first set of board and second set of board for beam rib, bracket and stiffening plate all are difficult for buckling and damage, and the connecting strip makes first set of board and second set of board can be fixed, and is convenient for assemble, and the fixed plate makes first set of board can be fixed with the flange plate.

Optionally, the device further comprises a plurality of rib plates, wherein the rib plates are arranged between the adjacent flange plates and fixedly connected with the flange plates adjacent to the rib plates.

Through adopting above-mentioned technical scheme, through setting up the floor for the flange board is more firm.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the transverse beam rib holes, the longitudinal direction Liang Jinkong and the flanges Liang Jinkong are arranged, so that the beam rib is not required to be broken when being erected, and the beam rib is convenient to erect;

2. through the bracket and the stiffening plate, the beam rib is more stable under the fixing action of the first transverse plate, the second transverse plate and the stiffening plate;

3. through setting up first set of board and second set of board for bracket and beam rib are difficult for deformation under the parcel of first set of board and second set of board.

Drawings

FIG. 1 is a schematic diagram of an embodiment of the present application;

FIG. 2 is a cross-sectional view intended to illustrate transverse beam rib holes and ribs;

fig. 3 is a schematic structural view intended to illustrate the longitudinal direction Liang Jinkong.

Reference numerals illustrate:

1. a web; 11. a transverse web; 111. a lateral direction Liang Jinkong; 12. a longitudinal web; 121. a longitudinal direction Liang Jinkong; 2. flange plates; 21. longitudinal flange plates; 211. rib holes of the flange beam; 212. fastening the peg; 22. transverse flange plates; 3. a bracket; 31. a first cross plate; 32. a second cross plate; 33. a connecting plate; 4. stiffening plates; 5. a sheathing plate assembly; 51. a first sleeve plate; 52. a second set of plates; 53. a connecting strip; 54. a fixing plate; 6. rib plates.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-2.

The embodiment of the application discloses a cross-shaped node structure. Referring to fig. 1 and 2, a cross-shaped node structure includes a web 1 and a flange plate 2, the web 1 includes a transverse web 11 and a longitudinal web 12, the transverse web 11 and the longitudinal web 12 are both vertically disposed, the transverse web 11 and the longitudinal web 12 are vertically crossed, and are fixedly connected, a plurality of transverse Liang Jinkong 111 are disposed on the transverse web 11, a plurality of longitudinal beam rib holes 121 are disposed on the longitudinal web 12, the flange plate 2 includes a longitudinal flange plate 21 and a transverse flange plate 22, the longitudinal flange plate 21 and the transverse flange plate 22 are both vertically disposed, the longitudinal flange plate 21 is fixedly connected with the transverse web 11, the transverse flange plate 22 is fixedly connected with the longitudinal web 12, and the flange beam rib holes 211 are disposed on the longitudinal flange plate 21 and the transverse flange plate 22.

When the beam is used, one part of beam ribs penetrate through the flanges Liang Jinkong and the longitudinal Liang Jinkong of the longitudinal flange plates 21, and the other part of beam ribs penetrate through the flanges Liang Jinkong and the transverse Liang Jinkong 111 of the transverse flange plates 22, so that two beams perpendicular to each other are constructed, the beam ribs do not need to be broken when passing through the web plates 1 and the flange plates 2, and the beam ribs are convenient to set up.

Referring to fig. 1, the transverse web 11 and the longitudinal web 12 are each rectangular plate-shaped, and the longitudinal direction is perpendicular to the ground, and the intersection of the transverse web 11 and the longitudinal web 12 is located in the middle of the transverse web 11 and the longitudinal web 12.

Referring to fig. 2, the transverse directions Liang Jinkong 111 are provided with four groups, each group has a plurality of transverse directions Liang Jinkong, the transverse directions Liang Jinkong are located in the middle area of the length direction of the transverse web 11, and are uniformly distributed along the length direction of the transverse web 11, the distances between two adjacent groups of transverse directions Liang Jinkong 111 are equal, the transverse directions Liang Jinkong of each group have an equal number, and correspond to each other one by one, and the corresponding transverse directions Liang Jinkong are located at the same height.

Referring to fig. 3, the longitudinal directions Liang Jinkong and Liang Jinkong are provided with four groups, each group has a plurality of longitudinal directions Liang Jinkong and Liang Jinkong, the longitudinal directions Liang Jinkong and the longitudinal directions are located in the middle area of the longitudinal web 12 in the length direction of the longitudinal web 12, the intervals between two adjacent groups of longitudinal directions Liang Jinkong and Liang Jinkong are equal, each group of longitudinal directions Liang Jinkong and 121 has an equal number, and the corresponding longitudinal directions Liang Jinkong and 121 are located at the same height.

Referring to fig. 1, the lateral direction Liang Jinkong 111 is located at a different level than the longitudinal direction Liang Jinkong.

The longitudinal flange plates 21 are rectangular plates, the length direction of the longitudinal flange plates is perpendicular to the ground, the width of each longitudinal flange plate 21 is half of the width of each longitudinal web 12, the longitudinal flange plates 21 are perpendicular to the transverse webs 11, the middle parts of the longitudinal flange plates 21 are fixedly connected with the transverse webs 11, a plurality of flanges Liang Jinkong are arranged on the longitudinal flange plates 21, and the number and the positions of the flanges Liang Jinkong are in one-to-one correspondence with the two middle groups of longitudinal Liang Jinkong.

The transverse flange plates 22 are rectangular plates, the length direction of the transverse flange plates is perpendicular to the ground, the width of each transverse flange plate 22 is half of the width of each transverse web 11, the transverse flange plates 22 are perpendicular to the longitudinal webs 12, the middle parts of the transverse flange plates 22 are fixedly connected with the longitudinal webs 12, a plurality of flanges Liang Jinkong 211 on the transverse flange plates 22 are arranged, and the number and the positions of the flanges Liang Jinkong are in one-to-one correspondence with the two groups of transverse Liang Jinkong 111 in the middle.

When the beam rib vertical to the transverse web 11 passes through the transverse direction Liang Jinkong 111, the beam ribs penetrating through the middle two groups of transverse direction Liang Jinkong 111 simultaneously pass through the flanges Liang Jinkong 211 on the transverse flange plates 22, the beam rib vertical to the longitudinal web 12 passes through the longitudinal direction Liang Jinkong 121, and the beam ribs penetrating through the middle two groups of longitudinal direction Liang Jinkong 121 simultaneously pass through the flanges Liang Jinkong 211 on the longitudinal flange plates 21, so that the beam rib is not required to be broken when being erected, and the beam rib is convenient to erect.

Referring to fig. 1, a plurality of fastening pegs 212 are fixedly connected to the longitudinal flange plate 21, the fastening pegs 212 are uniformly distributed in two rows along the length direction of the longitudinal flange plate 21, the fastening pegs 212 are vertically arranged on the plate surface of the longitudinal flange plate 21, and the fastening pegs 212 are in a circular rod shape and are fixedly connected with the longitudinal flange plate 21.

The transverse flange plate 22 is also fixedly connected with a plurality of fastening studs 212, the fastening studs 212 are uniformly distributed in two rows along the length direction of the transverse flange plate 22, and the fastening studs 212 are vertically arranged on the plate surface of the transverse flange plate 22 and are fixedly connected with the transverse flange plate 22.

In use, after the concrete is poured, the fastening studs 212 increase the friction and grip between the concrete and the flange plate 2, thereby making the flange plate 2 more stable.

Referring to fig. 3, a bracket 3 is fixedly connected to one side, far away from the transverse web 11, of the longitudinal flange plate 21, the bracket 3 comprises a first transverse plate 31, a second transverse plate 32 and a connecting plate 33, the first transverse plate 31, the second transverse plate 32 and the connecting plate 33 are rectangular plates, the plate surfaces of the first transverse plate 31 and the second transverse plate 32 are parallel to the ground, the plate surface of the connecting plate 33 is perpendicular to the ground, and the length direction of the first transverse plate 31, the length direction of the second transverse plate 32 and the length direction of the connecting plate 33 are perpendicular to the plate surface of the longitudinal flange plate 21.

One end of the first transverse plate 31 is positioned at one side of the highest row of flanges Liang Jinkong 211, which is close to the ground, and is fixedly connected with the longitudinal flange plate 21; one end of the second transverse plate 32 is positioned at one side of the lowest row of flange beam rib holes 211, which is far away from the ground, and is fixedly connected with the longitudinal flange plate 21; the connection plate 33 is fixedly connected with the middle part of the first transverse plate 31 and the middle part of the second transverse plate 32, respectively.

Referring to fig. 2, brackets 3 are also fixedly connected to the side of the transverse flange 22 away from the longitudinal web 12, and the longitudinal direction of the first transverse plate 31, the longitudinal direction of the second transverse plate 32 and the longitudinal direction of the connecting plate 33 are all perpendicular to the plate surface of the transverse flange 22.

One end of the first transverse plate 31 is positioned at one side of the highest row of flanges Liang Jinkong 211, which is close to the ground, and is fixedly connected with the transverse flange plate 22; one end of the second transverse plate 32 is located at a side of the lowest row of flange beam rib holes 211, which is far away from the ground, and is fixedly connected with the transverse flange plate 22.

When in use, the beam rib passing through the highest row of flanges Liang Jinkong 211 is fixedly connected with the first transverse plate 31, and the beam rib passing through the lowest row of flanges Liang Jinkong is fixedly connected with the second transverse plate 32, so that the beam rib is more stable under the supporting action of the first transverse plate 31 and the second transverse plate 32.

Referring to fig. 2, a stiffening plate 4 is disposed on a side of the second transverse plate 32 away from the connecting plate 33, the stiffening plate 4 is in a rectangular rod shape, the stiffening plate 4 is disposed parallel to the second transverse plate 32 and fixedly connected with the flange plate 2 where the second transverse plate 32 is located, and the stiffening plate 4 is located on a side of the lowest row of flange beam rib holes 211 close to the ground.

When in use, the beam rib penetrating through the lowest row of flanges Liang Jinkong 211 is fixedly connected with the stiffening plate 4, and the beam rib is firmer under the supporting action of the stiffening plate 4.

Referring to fig. 1, the outer side walls of the four flange plates 2 are provided with a sleeve plate assembly 5, the sleeve plate assembly 5 comprises a first sleeve plate 51, a second sleeve plate 52, connecting strips 53 and a fixing plate 54, the first sleeve plate 51, the second sleeve plate 52 and the connecting strips 53 are rectangular plate-shaped, and the length directions are perpendicular to the plate surfaces of the corresponding flange plates 2.

The face of first nest plate 51 and the face of connecting strip 53 are all parallel with ground, and the length of first nest plate 51 equals with the length of connecting strip 53, and first nest plate 51 is provided with two, and is located different horizontal planes, and connecting strip 53 is provided with a plurality ofly, and every first nest plate 51 corresponds with two connecting strips 53, and two connecting strips 53 are located first nest plate 51 length direction's both sides respectively, and all are located same horizontal plane with first nest plate 51, and first nest plate 51 is respectively with two connecting strip 53 fixed connection that self corresponds.

The second sleeve plates 52 are arranged in two, the plate surfaces are perpendicular to the ground, each second sleeve plate 52 corresponds to two connecting strips 53, the two connecting strips 53 are respectively located at two sides of the length direction of the second sleeve plate 52, and the second sleeve plates 52 are respectively fixedly connected with the corresponding two connecting strips 53.

The connecting strip 53 on the second sleeve plate 52 far from the ground is positioned on the bottom surface of the connecting strip 53 on the first sleeve plate 51 far from the ground and is connected with the connecting strip 53 on the first sleeve plate 51 far from the ground through bolts; the connecting strip 53 on the second set of plates 52 close to the ground is positioned on the top surface of the connecting strip 53 on the first set of plates 51 close to the ground and is connected with the connecting strip 53 on the first set of plates 51 close to the ground through bolts.

The long side of the first sleeve plate 51 abuts against the long side of the adjacent second sleeve plate 52, and the first sleeve plate 51 and the second sleeve plate 52 enclose an internal rectangular columnar structure.

The fixing plates 54 are two and correspond to the two first sleeve plates 51 one by one, the fixing plates 54 are rectangular plates, the plate surfaces of the fixing plates 54 are parallel to the plate surfaces of the flange plates 2, and the fixing plates 54 are located at one ends, close to the flange plates 2, of the first sleeve plates 51 and are fixedly connected with the first sleeve plates 51 and the flange plates 2 respectively.

Referring to fig. 2 and 3, the first set of plates 51 far from the ground is located on the side of the highest row of flanges Liang Jinkong 211 far from the ground, and the first set of plates 51 near to the ground is located on the side of the stiffening plate 4 near to the ground and abuts against the stiffening plate 4.

When the beam rib structure is used, the beam rib penetrates into the transverse Liang Jinkong, the longitudinal Liang Jinkong 121 and the flange beam rib holes 211, then the connecting strips 53 on the first sleeve plate 51 and the connecting strips 53 on the second sleeve plate 52 are connected through bolts, the first sleeve plate 51 and the second sleeve plate 52 are fixed, one side, far away from the ground, of the first sleeve plate 51, close to the ground is abutted with the highest beam rib row, one side, far away from the ground, of the first sleeve plate 51 is abutted with the stiffening plate 4, the fixing plate 54 is fixedly connected with the flange plate 2, and the beam rib is more stable under the supporting effect of the first sleeve plate 51 and the second sleeve plate 52.

Referring to fig. 1, rib plates 6 are disposed between a longitudinal flange plate 21 and a transverse flange plate 22, the rib plates 6 are provided in a plurality of rectangular plate shapes, the plate surfaces of the rib plates 6 are perpendicular to the ground, the rib plates 6 are located at two ends of the longitudinal flange plate 21 in the length direction and between adjacent longitudinal flange plates 21 and transverse flange plates 22, and the rib plates 6 are fixedly connected with the longitudinal flange plates 21 and the transverse flange plates 22 respectively.

When in use, the rib plates 6 are arranged, so that the stability of the longitudinal flange plate 21 and the transverse flange plate 22 is enhanced.

The implementation principle of the cross-shaped node structure in the embodiment of the application is as follows: the beam rib passes through the transverse Liang Jinkong, the longitudinal Liang Jinkong 121 and the flange Liang Jinkong 211, so that two beams perpendicular to each other are erected, the beam rib is convenient to erect, the beam rib is more stable under the supporting action of the bracket 3, the stiffening plate 4 and the sleeve plate assembly 5, and the longitudinal flange plate 21 and the transverse flange plate 22 are more stable by arranging the rib plates 6.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (8)

1. A cross-shaped node construction, characterized by: including web (1), web (1) include transverse web (11) and longitudinal web (12), transverse web (11) with longitudinal web (12)'s length direction parallel arrangement, and with ground is perpendicular, transverse web (11) the face with longitudinal web (12) the face sets up perpendicularly, transverse web (11) with longitudinal web (12) cross arrangement, and fixed connection, a plurality of transverse Liang Jinkong (111) have been seted up on transverse web (11), a plurality of longitudinal beam muscle holes (121) have been seted up on longitudinal web (12), longitudinal Liang Jinkong (121) with transverse Liang Jinkong (111) are located different horizontal planes.

2. A cross-node construction according to claim 1, wherein: still include flange board (2), flange board (2) include longitudinal flange board (21) and transverse flange board (22), longitudinal flange board (21) with the length direction parallel arrangement of transverse flange board (22), and with ground is perpendicular, longitudinal flange board (21) are provided with two, the face of longitudinal flange board (21) with the face of transverse web (11) sets up perpendicularly, transverse web (11) respectively with two the middle part fixed connection of longitudinal flange board (21), transverse flange board (22) are provided with two, the face of transverse flange board (22) with the face of longitudinal web (12) sets up perpendicularly, longitudinal web (12) respectively with two the middle part fixed connection of transverse flange board (22).

3. A cross-node construction according to claim 2, wherein: the flange beam rib holes (211) are formed in the longitudinal flange plates (21), the flange beam rib holes (211) are formed in a plurality of positions and the number of the flange beam rib holes and the positions of the flange beam rib holes are corresponding to those of the transverse direction Liang Jinkong (111) covered by the area of the longitudinal flange plates (21), the flange beam rib holes (211) are formed in the transverse flange plates (22), the flange beam rib holes (211) are formed in a plurality of positions and the number of the flange beam rib holes and the positions of the flange beam rib holes are corresponding to those of the longitudinal direction Liang Jinkong (121) covered by the area of the transverse flange plates (22).

4. A cross-node construction according to claim 2, wherein: the utility model discloses a longitudinal flange board, including horizontal web (11) and longitudinal flange board, longitudinal flange board (21) are kept away from one side fixedly connected with fastening peg (212) of transverse web (11), fastening peg (212) are provided with a plurality ofly, and follow the length direction of longitudinal flange board (21) evenly arranges, fastening peg (212) with the face of longitudinal flange board (21) sets up perpendicularly, transverse flange board (22) are kept away from one side of longitudinal web (12) also fixedly connected with fastening peg (212), fastening peg (212) are provided with a plurality ofly, and follow the length direction of transverse flange board (22) evenly arranges, fastening peg (212) with the face of transverse flange board (22) sets up perpendicularly.

5. A cross-node construction according to claim 3, characterized in that: the bracket (3) comprises a first transverse plate (31), a second transverse plate (32) and a connecting plate (33), the plate surface of the first transverse plate (31) is parallel to the ground, the plate surface of the second transverse plate (32) is parallel to the plate surface of the first transverse plate (31), the length direction is parallel to the length direction of the first transverse plate (31), the plate surface of the connecting plate (33) is perpendicular to the ground, the length direction is parallel to the length direction of the first transverse plate (31), the connecting plate (33) is fixedly connected with the middle part of the first transverse plate (31) and the middle part of the second transverse plate (32) respectively, the bracket (3) is provided with four ribs, the two transverse plates (3) are in one-to-one correspondence with the two longitudinal plates (21), the first transverse plate (31), the second transverse plate (32) and the connecting plate (33) are both located on one side, far away from the longitudinal plates (21), and close to one side of the longitudinal plates (21), the longitudinal plates (21) are arranged on one side, the longitudinal plates (21) are close to the longitudinal plates (21), the longitudinal plates (21) are arranged on one side, the longitudinal plates (21) are fixed, one end of the second transverse plate (32) close to the longitudinal flange plate (21) is positioned at one side of the lowest row of flange beam rib holes (211) far away from the ground; the other two bracket (3) with two transverse flange board (22) one-to-one, first diaphragm (31) second diaphragm (32) with connecting plate (33) all are located transverse flange board (22) are kept away from one side of vertical web (12), and all with transverse flange board (22) fixed connection, the length direction of first diaphragm (31) with the face of transverse flange board (22) sets up perpendicularly, the one end that first diaphragm (31) is close to transverse flange board (22) is located one row that is highest flange beam rib hole (211) is close to one side on the ground, the one end that second diaphragm (32) is close to transverse flange board (22) is located one row that is lowest flange beam rib hole (211) is kept away from one side on the ground.

6. A cross-node construction according to claim 5, wherein: the novel steel plate structure is characterized by further comprising stiffening plates (4), wherein the plate surfaces of the stiffening plates (4) are parallel to the ground, the stiffening plates (4) are provided with four stiffening plates (4) and two longitudinal flange plates (21) in one-to-one correspondence, the stiffening plates (4) are positioned on one side, away from the transverse web (11), of the longitudinal flange plates (21), the length direction of the stiffening plates is perpendicular to the plate surfaces of the longitudinal flange plates (21), the stiffening plates (4) are fixedly connected with the longitudinal flange plates (21), and one end, close to the longitudinal flange plates (21), of each stiffening plate (4) is positioned on one side, close to the ground, of the lowest row of flange beam rib holes (211); the other two stiffening plates (4) are in one-to-one correspondence with the two transverse flange plates (22), the stiffening plates (4) are located on one side, far away from the longitudinal web (12), of the transverse flange plates (22), the length direction is perpendicular to the plate surface of the transverse flange plates (22), the stiffening plates (4) are fixedly connected with the transverse flange plates (22), and one end, close to the transverse flange plates (22), of each stiffening plate (4) is located on one side, close to the ground, of each flange beam rib hole (211), of the lowest row.

7. A cross-node construction according to claim 6, wherein: still include panel subassembly (5), panel subassembly (5) are provided with four groups, and with four bracket (3) one-to-one, panel subassembly (5) are including first panel (51), second panel (52) and fixed plate (54), first panel (51) are provided with two, and face and ground parallel, second panel (52) are provided with two, and face and ground parallel, first panel (51) with second panel (52) enclose into rectangular column, first panel (51) are located one row of highest flange beam muscle hole (211) one side of keeping away from the ground, second panel (52) are located one side that stiffening plate (4) are close to the ground, and with stiffening plate (4) are connected, first panel (51) are close to the edge of second panel (52) with second panel (52) are close to first panel (51) edge and second panel (52) are close to rectangular column, first panel (51) are located and are connected with one side of being close to the flange strip (53), first panel (53) are connected with one end (53) and are connected with fixed plate (54), one side (53) are connected with fixed plate (53).

8. A cross-node construction according to claim 2, wherein: the novel flange plate further comprises a plurality of rib plates (6), wherein the rib plates (6) are arranged between the adjacent flange plates (2), and the rib plates (6) are fixedly connected with the flange plates (2) adjacent to the rib plates.