CN210216717U - Assembled beam column connected node - Google Patents

Assembled beam column connected node Download PDF

Info

Publication number
CN210216717U
CN210216717U CN201920151941.3U CN201920151941U CN210216717U CN 210216717 U CN210216717 U CN 210216717U CN 201920151941 U CN201920151941 U CN 201920151941U CN 210216717 U CN210216717 U CN 210216717U
Authority
CN
China
Prior art keywords
shaped steel
steel plate
web
column
steel board
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201920151941.3U
Other languages
Chinese (zh)
Inventor
Zhe Li
李哲
Jiaqi Lei
雷家奇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xian University of Technology
Original Assignee
Xian University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Xian University of Technology filed Critical Xian University of Technology
Priority to CN201920151941.3U priority Critical patent/CN210216717U/en
Application granted granted Critical
Publication of CN210216717U publication Critical patent/CN210216717U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses an assembled beam column connected node, including cross shaped steel board, cross shaped steel board is pre-buried in the post, outside the post was all stretched out to the web of cross shaped steel board, still include I shaped steel board, web extension fixed connection I shaped steel board, the web extension is connected with I shaped steel board and is constituteed post beam structure, I shaped steel board sets up with cross shaped steel board is perpendicular, the utility model discloses pass power clearly and definitely, the simple structure does not have the technical degree of difficulty in the aspect of design and processing.

Description

Assembled beam column connected node
Technical Field
The utility model belongs to the technical field of building structure, a assembled beam column connected node is related to.
Background
With the development of construction technology, assembly type buildings become the focus of the construction industry, and the mode of prefabricating construction members such as beams, columns and walls in factories and assembling the construction members on site is favored, because the mode has the advantages of high construction speed, high quality, labor saving and the like. In the assembly type building, the connection method and the connection reliability of the prefabricated parts are important for judging whether the structure can work under the state of design requirements or not and meeting the requirement of structural safety. The beam-column joint should be the most interesting part in the precast concrete frame structure in terms of its reliability and good stress performance.
The method has the advantages that the assembly of the common reinforced concrete building structure is realized, the assembly rate and the construction efficiency of the common reinforced concrete building structure are substantially improved, the convenient assembly and the quality of the reinforced concrete beam-column joint are ensured, and a novel beam-column joint connection method of the assembly type concrete structure is required to be designed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembled beam column connected node can realize ordinary concrete building structure's assemblization, has ensured concrete beam column node and has assembled convenient and quality.
The utility model provides an assembled beam column connected node, including cross shaped steel board, cross shaped steel board is pre-buried in the post, outside the post was all stretched out to the web of cross shaped steel board, still include I shaped steel board, web extension fixed connection I shaped steel board, the web extension is connected with I shaped steel board and is constituteed post beam structure, I shaped steel board sets up with cross shaped steel board is perpendicular.
The utility model discloses a characteristics still lie in:
wherein the part of the web plate extending out of the column and the end part close to the column are also paved with a steel plate vertical to the web plate, and the steel plate is embedded into the column;
wherein the part of the web plate extending out of the column and the end part close to the column are also provided with a steel plate vertical to the column, and the steel plate is embedded into the column;
wherein the surface of the groove-shaped steel plate is provided with a plurality of through bolt holes for fixing the groove-shaped steel plate;
wherein, a plurality of anti-drawing steel plates vertical to the web plate A of the I-shaped steel plate are arranged at the web plate A of the I-shaped steel plate and used for increasing the tensile strength of the I-shaped steel plate.
The beneficial effects of the utility model are that
The utility model discloses an assembled reinforced concrete structure beam column nodal connection of three kinds of forms of side column, corner post, center pillar has reduced the temporary support work volume when the assembly operation, has improved the stability of assembly initial stage structure, has very big meaning to improving assembly efficiency and development assembled concrete structure, the utility model discloses pass power clearly and definitely, simple structure does not have the technical degree of difficulty in the aspect of design and processing.
Drawings
Fig. 1 is a top sectional view of the assembled beam-column connection node of the present invention.
In the figure, 1, a cross-shaped steel plate, 2, a web plate, 3, an I-shaped steel plate, 4, a steel plate, 5, a groove-shaped steel plate and 6, a pulling-resistant steel plate.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
The utility model provides an assembled beam column connected node, including cross shaped steel plate 1, cross shaped steel plate 1 is pre-buried in the post, web 2 of cross shaped steel plate 1 all stretches out the post outward, and the part that web 2 stretches out the post and the tip department that is close to the post still is provided with steel sheet 4 perpendicular to the post, and steel sheet 4 imbeds the post inside, still includes I shaped steel plate 3, web 2 stretches out the part fixed connection I shaped steel plate 3, web 2 stretches out the part and is connected with I shaped steel plate 3 and constitutes the post beam structure, and a side of I shaped steel plate 3 still gomphosis has channel-shaped steel plate 5, and channel-shaped steel plate 5 is fixed to be set up on web 2, and channel-shaped steel plate 5 is used for gomphosis I shaped steel plate 3's a side, blocks I shaped steel plate 3 and stabilizes the roof beam, I shaped steel plate 3 sets up perpendicularly with cross shaped steel plate 1, and channel-shaped steel plate 5's surface is provided with, the fixing device is used for fixing the channel-shaped steel plate 5, and a plurality of anti-pulling steel plates 6 perpendicular to the web plate A of the I-shaped steel plate 3 are further arranged at the web plate A of the I-shaped steel plate 3 and used for increasing the tensile strength of the I-shaped steel plate 3.
From the utility model discloses an actual application explains the utility model discloses an advantage:
firstly, paving a cross-shaped steel plate 1 at a position of a column, filling the cross-shaped steel plate 1 with concrete to form the column, wherein web plates 2 of the cross-shaped steel plate 1 extend out of the column, steel plates 4 perpendicular to the web plates 2 are further arranged at the end parts, close to the column, of the extending parts of the web plates 2, and the steel plates 4 are welded with the web plates 2; then an I-shaped steel plate 3 is laid, a groove-shaped plate 5 is fixedly welded at one end of the I-shaped steel plate 3, the groove-shaped plate 5 is sleeved at a port formed by the web plate 2 and the steel plate 4 and then fixed through a bolt, a plurality of anti-pulling steel plates 6 vertical to the web plate are arranged at the web plate of the I-shaped steel plate 3 and used for improving the tensile property of the I-shaped steel plate 3, and then the structure is filled with concrete to form a beam column structure.
The utility model discloses a side span, the intermediate span assembled concrete structure beam column nodal connection of two kinds of forms have reduced the interim support work volume when the assembly operation, have improved the stability of assembly initial stage structure, have very big promotion to the security of site operation, ensure that reinforced concrete beam column node assembles convenient and quality, have very big meaning to improving assembly efficiency and development assembled concrete structure.

Claims (5)

1. The utility model provides an assembled beam column connected node, its characterized in that includes cross shaped steel board (1), cross shaped steel board (1) is pre-buried in the post, outside web (2) of cross shaped steel board (1) all stretched out the post, still include I shaped steel board (3), web (2) extension fixed connection I shaped steel board (3), web (2) extension is connected with I shaped steel board (3) and is constituteed the post beam structure, I shaped steel board (3) side sets up with cross shaped steel board (1) is perpendicular.
2. An assembled beam-column connection node according to claim 1, characterized in that the portion of the web (2) extending out of the column and near the end of the column is further provided with a steel plate (4) perpendicular to the column, the steel plate (4) being embedded inside the column.
3. The assembled beam-column connecting joint as claimed in claim 1, wherein a channel-shaped steel plate (5) is further embedded in one side edge of the I-shaped steel plate (3), and the channel-shaped steel plate (5) is fixedly arranged on the web plate (2) and used for stabilizing the beam.
4. An assembled beam-column connection node according to claim 3, characterized in that the surface of the channel-shaped steel plate (5) is provided with a plurality of through bolt holes for fixing the channel-shaped steel plate (5).
5. The assembled beam-column connecting joint as claimed in claim 1, wherein a plurality of anti-pulling steel plates (6) perpendicular to the web A of the I-shaped steel plate (3) are further arranged at the web A of the I-shaped steel plate (3) for increasing the tensile strength of the I-shaped steel plate (3).
CN201920151941.3U 2019-01-29 2019-01-29 Assembled beam column connected node Expired - Fee Related CN210216717U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920151941.3U CN210216717U (en) 2019-01-29 2019-01-29 Assembled beam column connected node

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920151941.3U CN210216717U (en) 2019-01-29 2019-01-29 Assembled beam column connected node

Publications (1)

Publication Number Publication Date
CN210216717U true CN210216717U (en) 2020-03-31

Family

ID=69914416

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920151941.3U Expired - Fee Related CN210216717U (en) 2019-01-29 2019-01-29 Assembled beam column connected node

Country Status (1)

Country Link
CN (1) CN210216717U (en)

Similar Documents

Publication Publication Date Title
JP6802594B1 (en) Assembly slab type wood steel composite node and its assembly method
CN103290952A (en) Integrated assembled concrete frame and shear wall connection structure and construction method thereof
CN203213346U (en) Connecting structure for assembling integral concrete frame and shear wall
CN102995756B (en) Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method
CN103243838A (en) Connection structure of integrally assembled concrete frame and shear wall
CN207003651U (en) A kind of assembling steel plate barrel shape RCS space nodes
CN112982142B (en) Cold-formed thin-walled steel web plate combined PC box girder
CN103410227A (en) Reinforced concrete cast-in-situ frame structure
CN207988212U (en) A kind of precast shear wall horizontal connection structure with W-shaped seam
CN214246220U (en) Prefabricated slot-in-groove type shear wall vertical joint connecting structure
CN109577492A (en) A kind of steel sections package concrete column and reinforced beam node connecting structure
CN210216717U (en) Assembled beam column connected node
CN210032128U (en) Dry construction connecting structure of corner post and beam for fabricated frame structure building
CN211735744U (en) Assembled reinforced concrete beam column section connection structure
CN210216718U (en) Primary and secondary beam joint suitable for prefabricated concrete structure
CN109235638B (en) Anti-seismic prefabricated beam-column joint for prefabricated building and construction method thereof
CN210421518U (en) Concrete shear wall provided with steel plate type inclined struts
CN210712505U (en) Shallow slot type connection structure of steel plate combination beam and steel plate combination beam
CN2339648Y (en) Connecting device for beam and column of industriatized constructed reinforced concrete building structural frame
CN107780564A (en) A kind of assembled ribbing steel plate shear force wall
CN211171576U (en) Connecting structure of box column and box beam with unequal heights
CN206646649U (en) The connecting joint structure of column and girder steel
CN210395641U (en) Reinforced concrete frame beam column reinforcing joint
CN213114970U (en) Sinking type composite assembly type building beam column node structure of reclaimed water plant
CN219365573U (en) Assembled industrial factory building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200331

Termination date: 20210129