CN214461258U - Steel-joint concrete structure column-beam joint structure and assembly type building - Google Patents

Abstract

The application relates to a steel-joint concrete structure column-beam joint structure and an assembly type building. The steel-joint concrete structure column-beam joint structure comprises a column-column connecting structure used for connecting vertically adjacent columns and/or a column-beam connecting structure used for connecting the columns and the beams; the column-beam connecting structure comprises a column clamping structure fixedly arranged on the column body and a beam clamping structure fixedly arranged on the beam, and the column clamping structure is used for being clamped with the beam clamping structure. The application provides a scheme, can make the stability of being connected of assembled building center pillar and post, post and roof beam better, it is more convenient to assemble.

Description

Steel-joint concrete structure column-beam joint structure and assembly type building

Technical Field

The application relates to the technical field of assembly type buildings, in particular to a steel-joint concrete structure column beam node and an assembly type building.

Background

The fabricated building is a building which is fabricated by transferring a large amount of field operations in the conventional construction mode to a factory, processing and manufacturing building components and accessories (such as columns, beams, floor slabs, wall panels, stairs, balconies and the like) in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and the accessories on the site in a reliable connection mode. The fabricated building is widely adopted because of its short construction period, and can realize full-automatic production and modernization control.

The assembly type building in the related art has more problems, for example, the connection stability between the column and the column or between the column and the beam is insufficient, and the difficulty of the site construction is large.

SUMMERY OF THE UTILITY MODEL

For solving or partly solve the problem that exists among the correlation technique, this application provides a steel knot concrete structure post roof beam node structure, can make the stability of being connected of assembled building center pillar and post and roof beam better, it is more convenient to assemble.

The application provides a steel-joint concrete structure column-beam node structure in a first aspect,

the node structure comprises a column-column connecting structure used for connecting vertically adjacent columns and/or a column-beam connecting structure used for connecting columns and beams;

the column-beam connecting structure comprises a column clamping structure fixedly arranged on the column body and a beam clamping structure fixedly arranged on the beam, and the column clamping structure is used for being clamped with the beam clamping structure.

In one embodiment, the column clamping structure comprises a first clamping part and a second clamping part;

the beam clamping structure comprises a third clamping part and a fourth clamping part;

the first clamping part is used for being clamped with the third clamping part;

the second clamping portion is used for being clamped with the fourth clamping portion.

In one embodiment, the column clamping structure comprises a first clamping plate and a first web plate which are horizontally arranged at intervals, the first clamping part is arranged on the first clamping plate, and the second clamping part is arranged on the first web plate;

the beam clamping structure comprises a second web plate and a second clamping plate which are horizontally arranged at intervals, a third clamping portion is arranged on the second web plate, and a fourth clamping portion is arranged on the second clamping plate.

In one embodiment, the first clamping portion, the second clamping portion, the third clamping portion and the fourth clamping portion respectively include an open slot;

the open grooves of the first clamping part and the third clamping part are reversely arranged and clamped;

the second joint portion with the fourth joint portion open slot reverse setting and looks joint.

In one embodiment, the column and the beam are respectively provided with a steel skeleton;

the column clamping connection and the beam clamping structure are fixedly connected to the steel framework through fixing structures respectively.

In one embodiment, the steel skeleton comprises a plurality of stressed steel bars, and the fixed structure comprises at least two fixed plates arranged at intervals;

the plurality of stressed steel bars penetrate through the fixing plate along the direction perpendicular to the fixing plate and are fixedly connected with the fixing plate.

In one embodiment, a partition plate is connected between the fixing plates arranged at intervals, and a through area is arranged on the partition plate and used for filling mortar.

In one embodiment, the column-column connection structure is integrally provided with the column-beam connection structure to form a column-beam connection structure for connecting the vertically adjacent columns and beams; or

The column-column connecting structure and the column-beam connecting structure are independently arranged and are respectively arranged at the preset position in the middle of the column body.

In one embodiment, the column-column connecting structure is arranged at the upper end head and/or the lower end head of the column body;

the column-column connecting structure is connected with the vertically adjacent column bodies in a bolting or welding mode.

A second aspect of the present application provides a fabricated building comprising a steel-reinforced concrete structure column-beam node structure as described above.

The technical scheme provided by the application can comprise the following beneficial effects:

the column-beam node structure of the steel-joint concrete structure provided by the embodiment comprises a column-column connecting structure used for connecting vertically adjacent columns and/or a column-beam connecting structure used for connecting columns and beams; the column-beam connecting structure comprises a column clamping structure fixedly arranged on the column body and a beam clamping structure fixedly arranged on the beam, and the column clamping structure is used for being clamped with the beam clamping structure. Through such setting, can make the stability of being connected of prefabricated building center pillar and post, post and roof beam better, it is more convenient to assemble.

It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory only and are not restrictive of the application.

Drawings

The foregoing and other objects, features and advantages of the application will be apparent from the following more particular descriptions of exemplary embodiments of the application, as illustrated in the accompanying drawings wherein like reference numbers generally represent like parts throughout the exemplary embodiments of the application.

FIG. 1 is an elevation view of a column-beam joint of a steel-joint concrete structure column-beam joint structure shown in an embodiment of the present application;

FIG. 2 is a plan view of the column-beam joint of FIG. 1;

FIG. 3 is a cross-sectional view taken along A-A of FIG. 2;

FIG. 4 is a schematic view of the construction of the top plate of FIG. 1;

FIG. 5 is a schematic view of the structure of the base plate of FIG. 1;

FIG. 6 is a schematic view of the first clamping plate of FIG. 1;

FIG. 7 is a schematic structural view of the first web of FIG. 1;

FIG. 8 is a schematic view of the construction of the end stop of FIG. 1;

FIG. 9 is a schematic view of the construction of the separator of FIG. 1;

FIG. 10 is an elevation view of a beam head of a steel-concrete column-beam node structure according to an embodiment of the present disclosure;

FIG. 11 is a plan view of the beam end of FIG. 10;

FIG. 12 is a cross-sectional view taken along line B-B of FIG. 10;

FIG. 13 is a side view of the beam end of FIG. 10;

FIG. 14 is a cross-sectional view taken along line C-C of FIG. 10;

FIG. 15 is a schematic structural view of the second web of FIG. 10;

FIG. 16 is a schematic view of the second cleat of FIG. 10;

fig. 17 is an elevation view of a column-beam node of a steel-joint concrete structure column-beam node structure shown in the embodiment of the present application;

FIG. 18 is a plan view of the column-beam joint of FIG. 17;

FIG. 19 is a top view of an L-shaped spacer for the column-beam joint of FIG. 17;

fig. 20 is a side view of an L-shaped spacer for the column-beam joint of fig. 17.

Reference numerals:

a column-beam joint 10; a base plate 11; a top plate 12; a partition plate 13; a first web 14; a first clamping plate 15; a first clamping portion 151; a second clip portion 141; through holes 111, 121; a floor pass-through region 112; a top plate pass-through region 122; a beam end 20; a beam-end bottom plate 21; a beam-end top plate 22; a second web 16; a second splint 17; the third catching portion 161; a fourth clip portion 171; an end baffle 18; an end spacer 19; a column-beam joint 30; an inner connection plate 41; the outer connecting plate 42; an L-shaped partition plate 43; l-shaped bulkhead pass-through region 431.

Detailed Description

Preferred embodiments of the present application will be described in more detail below with reference to the accompanying drawings. While the preferred embodiments of the present application are shown in the drawings, it should be understood that the present application may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art.

The terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the application. As used in this application and the appended claims, the singular forms "a", "an", and "the" are intended to include the plural forms as well, unless the context clearly indicates otherwise. It should also be understood that the term "and/or" as used herein refers to and encompasses any and all possible combinations of one or more of the associated listed items.

It should be understood that although the terms "first," "second," "third," etc. may be used herein to describe various information, these information should not be limited to these terms. These terms are only used to distinguish one type of information from another. For example, first information may also be referred to as second information, and similarly, second information may also be referred to as first information, without departing from the scope of the present application. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.

In the description of the present application, it is to be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for convenience in describing the present application and for simplicity in description, and are not intended to indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner, and are not to be considered limiting of the present application.

Unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are intended to be inclusive and mean that, for example, they may be fixedly connected or detachably connected or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art as appropriate.

The related art fabricated building has more problems, for example, insufficient stability of the connection between the prefabricated parts; the connecting structure of the prefabricated parts is complex; the processing cost of the prefabricated part is high and the field construction difficulty is large. To above-mentioned problem, this application embodiment provides a steel knot concrete structure post roof beam node structure, can make the stability of being connected of assembled building center pillar and post and roof beam better, and it is more convenient to assemble.

The technical solutions of the embodiments of the present application are described in detail below with reference to the accompanying drawings.

FIG. 1 is an elevation view of a column-beam joint of a steel-joint concrete structure column-beam joint structure shown in an embodiment of the present application; fig. 10 is an elevation view of a beam head of a steel-reinforced concrete column-beam node structure according to an embodiment of the present application.

Referring to fig. 1 and 10, the steel-reinforced concrete structure column-beam node structure provided by the present embodiment includes a column-column connection structure for connecting vertically adjacent columns and/or a column-beam connection structure for connecting columns and beams; the column-beam connecting structure comprises a column clamping structure fixedly arranged on the column body and a beam clamping structure fixedly arranged on the beam, and the column clamping structure is used for being clamped with the beam clamping structure. Through such setting, can make the stability of being connected of prefabricated building center pillar and post and roof beam better, it is more convenient to assemble.

The column body can be a multi-layer column in an assembly type building, the multi-layer column can be connected in the vertical direction through a node structure, the node structure comprises a column-beam node 10 and a column-beam node 30, the column body is provided with an upper column head and a lower column head, the upper column head is fixedly arranged at the upper end of the column body, the lower column head is fixedly arranged at the lower end of the column body, the column and the column are connected through the upper column head and the lower column head, and the upper column head and the lower column head can be made of steel materials and are connected with a steel framework of the column body into a whole.

In some embodiments, the column-column connection structure and the column-beam connection structure can be independently arranged at a preset position in the middle of the column body. At least one column-beam connecting structure can be arranged at a preset position in the middle of the column body, and the preset position can be matched with the height setting of different floors of the multilayer column.

FIG. 2 is a plan view of the column-beam joint of FIG. 1; fig. 3 is a cross-sectional view taken along a-a in fig. 2.

Referring to fig. 1 to 3, more than two post-post connection structures facing different directions may be simultaneously provided at the same preset position to connect beams in different directions. In this embodiment, the cross section of the column body is L-shaped, and a column-beam connection structure 001 and a column-beam connection structure 002 may be respectively disposed on two sides of the L-shaped column body to respectively connect two beams perpendicular to each other. The clamping structure of the column-beam connecting structure is arranged on the column-beam node 10 and the beam end 20, the clamping structure comprises a column clamping structure arranged on the column-beam node 10 and a beam clamping structure arranged on the beam end 20, and the column clamping structure and the beam clamping structure can stably connect the column body and the beam after being clamped.

In some embodiments, the column catching structure includes a first catching portion 151 and a second catching portion 141; the beam clamping structure includes a third clamping portion 161 and a fourth clamping portion 171; the first clamping portion 151 of the column clamping structure is used for being clamped with the third clamping portion 161 of the beam clamping structure; the second clamping portion 141 of the column clamping structure is used for clamping with the fourth clamping portion 171 of the beam clamping structure.

FIG. 6 is a schematic view of the first clamping plate of FIG. 1; FIG. 7 is a schematic structural view of the first web of FIG. 1; FIG. 15 is a schematic structural view of the second web of FIG. 10; fig. 16 is a schematic view of the second splint of fig. 10.

Referring to fig. 1, 6 and 7, the column clamping structure includes a first clamping plate 15 and a first web 14 which are horizontally spaced; the first clamping portion 151 is disposed on the first clamping plate 15, and the second clamping portion 141 is disposed on the first web 14.

Referring to fig. 10, 15 and 16, the beam clamping structure includes a second web 16 and a second clamping plate 17 horizontally disposed at an interval, a third clamping portion 161 is disposed on the second web 16, and a fourth clamping portion 171 is disposed on the second clamping plate 17.

Referring to fig. 1 and 10, when the column is assembled with the beam, the first clamping plate 15 of the column-beam joint 10 is clamped with the second web plate 16 of the beam end 20, and the first web plate 14 of the column-beam joint 10 is clamped with the second clamping plate 17 of the beam end 20.

In this embodiment, the first clamping portion 151, the second clamping portion 141, the third clamping portion 161, and the fourth clamping portion 171 are respectively provided with an open slot; wherein, the open slots of the first clamping part 151 and the third clamping part 161 are arranged in reverse direction and clamped with each other; the open slots of the second clamping portion 141 and the fourth clamping portion 171 are reversely arranged and clamped. For example, the openings of the open grooves of the first and second card portions 151 and 141 may be disposed upward, and the openings of the open grooves of the second and fourth card portions 141 and 171 may be disposed downward. When the column and the beam are assembled, the open slot of the first clamping plate 15 of the column-beam joint 10 is clamped with the open slot of the second web plate 16 of the beam end head 20, and the open slot of the first web plate 14 of the column-beam joint 10 is clamped with the open slot of the second clamping plate 17 of the beam end head 20.

In some embodiments, the opening grooves of the first clamping portion 151 of the first clamping plate 15 and the third clamping portion 161 of the second web 16 can be configured to be matched in size and shape to each other, so as to be clamped with each other; the opening grooves of the second catching portion 141 of the first web 14 and the fourth catching portion 171 of the second clip 17 may be set to be matched in size and shape to each other so as to be able to catch each other.

When the opening groove looks joint of first joint portion 151 and third joint portion 161, the opening groove looks joint of second joint portion 141 and fourth joint portion 171 is back simultaneously, first splint 15 and second web 16 form the connection structure of "ten" font, first web 14 and second splint 17 form the connection structure of "ten" font, through such structure, make post-roof beam node 10 be connected the back with roof beam end 20, all obtain stably spacingly in different directions, and then make and have better connection stability between post and the roof beam.

In addition, after the column-beam joint 10 is clamped with the beam end 20, the first clamping plate 15 of the column-beam joint 10 has a supporting and limiting effect on the second web plate 16 of the beam end 20, and the first web plate 14 of the column-beam joint 10 has a supporting and limiting effect on the second clamping plate 17 of the beam end 20, so that the column can not only realize a supporting effect on the beam, but also can be clamped with each other, and after clamping, the beam and the column cannot generate relative displacement, and the connection stability of the column and the beam is improved.

In this embodiment, the column-beam joint 10 and the beam end 20 are respectively fixedly disposed on the column and the beam, and the column and the beam respectively have a steel skeleton; the column clamping connection structure and the beam clamping connection structure are respectively fixedly connected to the steel skeleton through the fixing structures. In some embodiments, including the many atress reinforcing bars that parallel interval set up in cylinder and the roof beam, the steel skeleton of cylinder is constituted to many atress reinforcing bars of vertical setting, and the steel skeleton of the roof beam body is constituted to many atress reinforcing bars of horizontal setting, and the atress reinforcing bar can evenly be arranged in the inside of cylinder and roof beam, and the inside packing of cylinder and roof beam has muddy earth, and muddy earth combines the overall structure who forms cylinder and roof beam with the atress reinforcing bar, enables the bulk strength of cylinder and roof beam higher like this.

In this embodiment, many atress reinforcing bars run through the fixed plate and with fixed plate fixed connection along the direction of perpendicular to fixed plate, for example, can set up the through-hole 111 that is used for wearing to establish the atress reinforcing bar on the fixed plate, 121, the atress reinforcing bar is in through-hole 111 department and fixed plate welding, and then be fixed in the steel skeleton with the fixed plate, such structure, it is more firm to make the connection of post joint structure and post, the roof beam joint structure is more firm with being connected of roof beam, and then it is better to have guaranteed that post and roof beam connection stability.

FIG. 4 is a schematic view of the construction of the top plate of FIG. 1; FIG. 5 is a schematic view of the structure of the base plate of FIG. 1; FIG. 8 is a schematic view of the construction of the end stop of FIG. 1; fig. 9 is a schematic view of the structure of the separator of fig. 1.

Referring to fig. 1-4, 8-9, the fixed knot of post-roof beam node 10 constructs including the fixed plate that two at least vertical intervals set up, is connected with baffle 012 between the fixed plate, and the middle part of fixed plate and baffle 012 can be seted up and link up the region, and it is used for filling and circulating to link up the region and mixes earth mortar, and then makes the interior earth mortar of column fill evenly, still is connected with end baffle 13 between the fixed plate, and end baffle 13 makes the fixed plate more stable, also is convenient for set up post joint structure.

In some embodiments, the fixing plate may include a bottom plate 11 and a top plate 12 disposed at an interval, the bottom plate has a through hole 111 for connecting with the stressed steel bar, the top plate has a through hole 121 for connecting with the stressed steel bar, the middle portion of the bottom plate has a through region 112, the middle portion of the top plate has a through region 122, the through region 112 of the bottom plate and the through region 122 of the top plate may allow the concrete mortar to uniformly flow along the vertical direction of the column, and further fill the whole column, the bottom plate 11 and the top plate 12 may be disposed to match the cross-sectional shape of the column, and the end baffle 13, the partition 012 and the first web 14 are connected between the top plate 12 and the bottom plate 11 along the direction perpendicular to the top plate 12 and the bottom plate 11.

The bottom plate 11 and the top plate 12 have a size difference, so that the column clamping structure of the column-beam joint 10 and the beam clamping structure of the beam end 20 can be embedded and clamped with each other in the horizontal direction. For example, the length of the bottom plate 11 extending in the direction of the coupling beam end 20 may be greater than the length of the top plate 12 extending in the direction of the coupling beam end 20, so that the first clamping plate 15 may be vertically disposed on the bottom plate 11. Conversely, the length of the top plate 12 of the beam extending along the direction of the connecting beam end 20 may be greater than the length of the bottom plate 11 along the direction of the connecting beam end 20, so that the second web 16 may be vertically disposed on the top plate 12 of the beam.

FIG. 11 is a plan view of the beam end of FIG. 10; FIG. 12 is a cross-sectional view taken along line B-B of FIG. 10; FIG. 13 is a side view of the beam end of FIG. 10; fig. 14 is a cross-sectional view taken along line C-C of fig. 10.

Referring to fig. 11 to 14, the fixing structure of the beam clamping structure includes at least two fixing plates disposed at intervals; an end partition plate 19 and an end baffle plate 18 are connected between the fixing plates arranged at intervals, the fixing plates are connected more stably through the end partition plate 19 and the end baffle plate 18, and a beam clamping structure is convenient to set. The end baffle 18, end baffle 19 and web are connected to the spaced apart holding plates in a direction perpendicular to the plane of the holding plates.

The fixing structure may include a beam-end head bottom plate 21 and a beam-end head top plate 22 which are disposed at an interval, and the beam-end head bottom plate 21 and the beam-end head top plate 22 have a size difference, so that the column clamping structure and the beam clamping structure can be assembled by being embedded into each other in a horizontal direction. Many atress reinforcing bars 221 of the steel skeleton of roof beam can fixed connection in the roof beam end, can adopt welded mode fixed connection for example, such structure for the connection of roof beam joint structure and roof beam is more firm, and then has guaranteed that post and roof beam connection stability is better.

Fig. 17 is an elevation view of a column-beam node of a steel-reinforced concrete structural column-beam node structure shown in an embodiment of the present application. FIG. 18 is a plan view of the column-beam joint of FIG. 17; FIG. 19 is a top view of an L-shaped spacer for the column-beam joint of FIG. 17; fig. 20 is a side view of an L-shaped spacer for the column-beam joint of fig. 17.

Referring to fig. 17-20, the column-column connection structure and the column-beam connection structure may be integrated to form a column-beam node 30 for connecting vertically adjacent columns and beams, and the column-beam node 30 may be disposed at an upper end of a column, and may connect the column and the column in a vertical direction by bolting or welding, and may connect the column and the beam in a horizontal direction by a clamping structure, so that the column, and the beam may be connected by the column-beam node 30.

The column-beam connection structure of this embodiment can be set up based on column-beam connection structure, wherein, the baffle can include gate-type baffle and L type baffle 43, and gate-type baffle and L type baffle 43 are all seted up and are had a perfect understanding regional 431, and it is used for circulating to link up regional 431 and mix the earth mortar, can fill the earth mortar more evenly, and other parts about column-beam connection structure can refer to above column-beam connection structure's description, and the no longer repeated description here.

In this embodiment, can adopt the mode of welding or bolt connection to connect vertical adjacent cylinder at the top end of cylinder, the top end is equipped with limit structure, when adopting the welding, advances mutual counterpoint with upper and lower cylinder with limit structure, then welds as an organic whole. When adopting the bolt joint, the upper end sets up limit structure and connecting plate structure, and the connecting plate structure includes internal connection board 41 and external connection board 42, and after the end of cylinder and cylinder was counterpointed, internal connection board 41 and external connection board 42 were with the inside and outside centre gripping of the connection position of the end of two cylinders and fixed, can link to each other internal connection board 41 and external connection board 42 through a plurality of bolts, and then with adjacent cylinder connection from top to bottom. It should be noted that, the connection between the columns in this embodiment may not be limited to bolting or welding, and other connection methods may also be adopted, which is not limited in this embodiment.

Having described embodiments of the present application, the foregoing description is intended to be exemplary, not exhaustive, and not limited to the disclosed embodiments. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the described embodiments. The terminology used herein is chosen in order to best explain the principles of the embodiments, the practical application, or improvements made to the technology in the marketplace, or to enable others of ordinary skill in the art to understand the embodiments disclosed herein.

Claims (10)

1. The utility model provides a steel knot concrete structure post roof beam node structure which characterized in that:

the node structure comprises a column-column connecting structure used for connecting vertically adjacent columns and/or a column-beam connecting structure used for connecting columns and beams;

the column-beam connecting structure comprises a column clamping structure fixedly arranged on the column body and a beam clamping structure fixedly arranged on the beam, and the column clamping structure is used for being clamped with the beam clamping structure.

2. The steel-reinforced concrete structure column-beam node structure of claim 1, wherein:

the column clamping structure comprises a first clamping part and a second clamping part;

the beam clamping structure comprises a third clamping part and a fourth clamping part;

the first clamping part is used for being clamped with the third clamping part;

the second clamping portion is used for being clamped with the fourth clamping portion.

3. The steel-reinforced concrete structural column-beam node structure of claim 2, wherein:

the column clamping structure comprises first clamping plates and first webs which are horizontally arranged at intervals, the first clamping parts are arranged on the first clamping plates, and the second clamping parts are arranged on the first webs;

the beam clamping structure comprises a second clamping plate and a second web plate which are horizontally arranged at intervals, a third clamping portion is arranged on the second web plate, and a fourth clamping portion is arranged on the second clamping plate.

4. The steel-reinforced concrete structural column-beam node structure of claim 2, wherein:

the first clamping portion, the second clamping portion, the third clamping portion and the fourth clamping portion respectively comprise open slots;

the open grooves of the first clamping part and the third clamping part are reversely arranged and clamped;

the second joint portion with the fourth joint portion open slot reverse setting and looks joint.

5. The steel-reinforced concrete structure column-beam node structure of claim 1, wherein:

the column body and the beam are respectively provided with a steel skeleton;

the column clamping connection and the beam clamping structure are fixedly connected to the steel framework through fixing structures respectively.

6. The steel-reinforced concrete structure column-beam node structure of claim 5, wherein:

the steel skeleton comprises a plurality of stressed steel bars, and the fixed structure comprises at least two fixed plates arranged at intervals;

the plurality of stressed steel bars penetrate through the fixing plate along the direction perpendicular to the fixing plate and are fixedly connected with the fixing plate.

7. The steel-reinforced concrete structure column-beam node structure of claim 6, wherein:

the partition plates are connected between the fixing plates arranged at intervals, and a through area is arranged on each partition plate and used for filling mortar.

8. The steel-reinforced concrete structure column-beam node structure of claim 1, wherein:

the column-column connecting structure and the column-beam connecting structure are integrally arranged to form a column-beam connecting structure for connecting the vertically adjacent columns and beams; or

The column-column connecting structure and the column-beam connecting structure are independently arranged and are respectively arranged at the preset position in the middle of the column body.

9. The steel-reinforced concrete structure column-beam node structure of claim 1, wherein:

the column-column connecting structure is arranged at the upper end head and/or the lower end head of the column body;

the column-column connecting structure is connected with the vertically adjacent column bodies in a bolting or welding mode.

10. An assembly type building, characterized in that: comprising a steel-reinforced concrete column-beam node structure according to any one of claims 1 to 9.

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