CN215888578U - Normalized universal connecting point of steel structure beam column - Google Patents

Normalized universal connecting point of steel structure beam column Download PDF

Info

Publication number
CN215888578U
CN215888578U CN202121448025.XU CN202121448025U CN215888578U CN 215888578 U CN215888578 U CN 215888578U CN 202121448025 U CN202121448025 U CN 202121448025U CN 215888578 U CN215888578 U CN 215888578U
Authority
CN
China
Prior art keywords
steel
main body
node
connection
node main
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.)
Active
Application number
CN202121448025.XU
Other languages
Chinese (zh)
Inventor
韦韬
杨志荣
袁治
张军
赵雅娜
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.)
Sichuan Tangtie Engineering Testing Co.,Ltd.
Original Assignee
Chengdu Wanhao Technology Co ltd
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 Chengdu Wanhao Technology Co ltd filed Critical Chengdu Wanhao Technology Co ltd
Priority to CN202121448025.XU priority Critical patent/CN215888578U/en
Application granted granted Critical
Publication of CN215888578U publication Critical patent/CN215888578U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a normalized universal connection point of a steel structure beam column, which belongs to the technical field of house structures and comprises a steel column, a steel beam, a node main body and at least one connection pipe, wherein the node main body, the connection pipe, the steel column and the steel beam are arranged in a square pipe column shape, the steel column and the steel beam can be inserted into the connection pipe or the node main body, the connection pipe is arranged on the side wall of the node main body, the four side walls of the connection pipe are provided with connection holes, the four side walls of the node main body are respectively provided with connection holes at the upper side and the lower side of the connection pipe, the steel column and the steel beam are provided with through holes matched with the connection holes, and the inner side of the steel beam is fixedly connected with a threaded sleeve matched with the through holes. The connecting point has simple structure and strong universality, and is beneficial to the industrialization of building products.

Description

Normalized universal connecting point of steel structure beam column
Technical Field
The utility model relates to the technical field of house structures, in particular to a normalized universal connecting point of a steel structure beam column.
Background
At present, steel structure houses are more and more accepted and built by people. Steel houses are gradually popularized due to the advantages of firmness, stability, good wind and earthquake resistance and the like.
The connecting joint between the beam and the column in the steel structure building is a key component for ensuring the beam and the column to work cooperatively to form the whole building.
But the specifications of the current steel structure house node are various and have complex structures, which is not beneficial to the industrialization of building products.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a normalized universal connecting point of a steel structure beam column, which has the advantages of strong universality and contribution to industrialization of building products.
In order to achieve the purpose, the utility model adopts the technical scheme that: the utility model provides a normalization universal connection point of steel construction beam column, includes steel column, girder steel, node main part and at least one connecting pipe, node main part and connecting pipe all are square tubular column shape setting, steel column and girder steel are square tubular column shape, steel column and girder steel all can peg graft in connecting pipe or node main part, and the connecting pipe sets up on the lateral wall of node main part, the connecting hole has all been seted up to four lateral walls of connecting pipe, four lateral walls of node main part just are located the upper and lower both sides of connecting pipe respectively and have all seted up the connecting hole, all set up the through-hole that pairs with the connecting hole on steel column and the girder steel, the inboard fixedly connected with of girder steel and the threaded sleeve pipe that the through-hole matches.
Preferably, the total width of the outer side of the connection pipe is the same as the total width of the outer side of the node main body.
Preferably, the connecting pipes are equidistant from both ends of the node body.
Preferably, the distance between the connecting pipe and the end of the node main body is the same as the depth of the connecting pipe.
Preferably, two connecting holes are formed in each of four side walls of the connecting pipe, four connecting holes are formed in each of four side walls of the node main body, and two connecting holes are distributed in a group on the upper side and the lower side of the connecting pipe respectively;
the distance between the two connecting holes on the connecting pipe is the same as the distance between the two connecting holes in the same group on the node main body, and the distance between the two connecting holes on the connecting pipe and the edge of the connecting pipe is the same as the distance between the two connecting holes in the same group on the node main body and the edge of the connecting pipe.
Preferably, the number of the connecting pipes is two, and the connecting pipes are respectively arranged on two side walls of the node main body, which are back to back.
Preferably, the number of the connecting pipes is two, and the connecting pipes are respectively arranged on two adjacent side walls of the node main body.
Preferably, the number of the connecting pipes is three, and the connecting pipes are respectively arranged on three side walls of the node main body.
Preferably, the number of the connecting pipes is four, and the connecting pipes are respectively arranged on four side walls of the node main body.
Compared with the prior art, the utility model has the advantages that:
the node is simple in structure, and the pertinence of the node main body and the connecting pipe in use is weak, so that the universality of the normalized universal connecting point is strong;
and secondly, the number of the connecting pipes can be selected according to actual needs, so that the universal structure of the standardized universal connecting point is stronger.
And thirdly, the connection mode is simple and convenient.
Drawings
FIG. 1 is a schematic view of an overall connection structure in embodiment 1;
FIG. 2 is a schematic view of an explosive structure in example 1;
FIG. 3 is a plan view of the node main body and the connecting pipe in embodiment 1;
FIG. 4 is a plan view of a node main body and a connecting pipe in embodiment 2;
FIG. 5 is a plan view of the node main body and the connecting pipe in embodiment 3;
FIG. 6 is a plan view of the node main body and the connecting pipe in embodiment 4
FIG. 7 is a plan view of a node main body and a connecting pipe in embodiment 5;
FIG. 8 is a schematic view of an integral joint structure in embodiment 5;
fig. 9 is a schematic diagram of an explosive structure in example 5.
In the figure: 1. a steel column; 2. a steel beam; 3. a node body; 4. a connecting pipe; 5. connecting holes; 6. a through hole; 7. a threaded bushing.
Detailed Description
The present invention will be further explained below.
Example 1:
as shown in fig. 1, 2 and 3, a normalized universal connection point of a steel structure beam column comprises a steel column 1, a steel beam 2, a node body 3 and a connecting pipe 4.
Steel column 1 all is square tubular column setting with girder steel 2, and steel column 1 and girder steel 2 section's shape and big or small homogeneous phase are the same and are set up. Node main part 3 all is square tubular column setting with connecting pipe 4, and cuts the equal same setting of sectional shape and size, and node main part 3 all can supply steel column 1 and girder steel 2 to peg graft with the inner chamber of connecting pipe 4, selects in this embodiment to get the steel sheet thickness scope and generally be 1.0 ~ 5.0mm to ensure whole connected node's structural strength.
In this embodiment, the side wall of the node main body 3 is connected with a connecting pipe 4 by welding, and two connecting holes 5 are formed in four side walls of the connecting pipe 4. The connecting line between the two connecting holes 5 is arranged parallel to the side wall of the joint body 3 where the connecting pipe 4 is arranged. Four connecting holes 5 are formed in four side walls of the node main body 3, and the two connecting holes are distributed on the upper side and the lower side of the connecting pipe 4 respectively in a group. The distance between the two connecting holes 5 on the connecting pipe 4 is the same as the distance between the two connecting holes 5 in the same group on the node main body 3, and the distance between the two connecting holes 5 on the connecting pipe 4 and the edge thereof is the same as the distance between the two connecting holes 5 in the same group on the node main body 3 and the edge thereof. All seted up on steel column 1 and the girder steel 2 with connecting hole 5 paired through-hole 6, the inboard fixedly connected with of girder steel 2 and the threaded sleeve 7 that through-hole 6 matches. At this time, the steel column 1 or the steel beam 2 can be inserted into the inner cavity of the node main body 3 or the connecting pipe 4, and the through hole 6 formed in the steel column can be matched with the connecting hole 5 formed in the inserting part, and the steel column 1 or the steel beam 2 can be connected by using a bolt. The limiting of the position of the connecting hole 5 can enable the steel column 1, the steel beam 2, the node main body 3 and the connecting pipe 4 to be matched at will, the limiting is not limited to the mode that the steel column 1 can only be connected with the node main body 3, and the steel beam 2 can only be connected with the connecting pipe 4, so that an operator can adjust the connecting position of the steel beam 2 and the steel column 1 according to actual needs.
In this embodiment, the upper and lower both ends of node main part 3 all are provided with connecting hole 5, make the both ends homoenergetic of node main part 3 be connected with girder steel 2 or steel column 1, the upper and lower both ends of four lateral walls of node main part 3 all are provided with two connecting holes 5, eight bolts are confirmed girder steel 2 or steel column 1's position after girder steel 2 or steel column 1 are connected, avoid the slope that girder steel 2 or steel column 1 take place because of the installation problem, improve the intensity and the stability of whole node structure, two connecting holes 5 of every lateral wall act on connecting pipe 4 and are the same with connecting hole 5 on the node main part 3, also be in order to prevent the slope that girder steel 2 or steel column 1 from taking place because of the installation problem. In other embodiments, a plurality of connecting holes 5 may be formed in the upper and lower ends of the four side walls of the node main body 3 and the side walls of the connecting pipes 4 according to specific requirements, and corresponding through holes 6 and threaded sleeves are formed in the steel beams 2 and the steel columns 1, so as to improve the connection stability.
In this embodiment, the distance between the two ends of the connecting pipe 4 and the node main body 3 is equal, and the distance between the ends of the connecting pipe 4 and the node main body 3 is the same as the depth of the connecting pipe 4, so that the shape and size of the area cut out by the upper and lower side surfaces of the connecting pipe 4 at the upper and lower ends of the node main body 3 are completely consistent with that of the connecting pipe 4, and the steel structure to be built is not affected by any size after the steel column 1 originally inserted into the node main body 3 is replaced to the connecting pipe 4. And the standardized universal connecting point is attractive as a whole.
In the application, only one connecting pipe 4 is arranged on the node main body 3 and is mainly used for connecting a single beam.
When the steel column and the steel beam are installed, the steel column 1 and the steel beam 2 are inserted into the joint main body 3 or the connecting pipe 4, and the connecting holes 5, the through holes 6 and the threaded sleeves 7 are connected through threads by bolts, so that the splicing work can be completed.
Example 2:
as shown in fig. 4, the present embodiment is different from the other embodiments in that two connecting pipes 4 are provided on the node body 3, and are respectively provided on two side walls of the node body 3 facing away from each other, and the standardized universal connecting point of this structure is mainly used for the in-line connection of the beams.
Example 3:
as shown in fig. 5, the present embodiment is different from the other embodiments in that two connecting pipes 4 are provided on the node body 3, and are respectively provided on two adjacent sidewalls of the node body 3, and the standardized universal connecting point of this structure is mainly used for L-shaped connection of beams.
Example 4:
as shown in fig. 6, the present embodiment is different from the other embodiments in that the number of the connecting pipes 4 on the node body 3 is three, and the connecting pipes are respectively arranged on three side walls of the node body 3, and the standardized universal connecting point of the structure is mainly used for t-shaped connection of beams.
Example 5:
as shown in fig. 7, 8 and 9, the present embodiment is different from the other embodiments in that four connecting pipes 4 are provided on the node body 3, and are respectively provided on four side walls of the node body 3, and the standardized universal connecting points of the structure are mainly used for the cross-shaped connection of the beams.
The principles and embodiments of the present invention have been described herein using specific examples, which are provided only to help understand the method and the core concept of the present invention; while the utility model has been described in detail and with reference to specific embodiments thereof, it will be apparent to one skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the utility model as defined by the appended claims.

Claims (9)

1. The normalized universal connection point of the steel structure beam column is characterized by comprising a steel column (1), a steel beam (2), a node main body (3) and at least one connecting pipe (4), wherein the node main body (3) and the connecting pipe (4) are arranged in a square pipe column shape, the steel column (1) and the steel beam (2) are in a square pipe column shape, the steel column (1) and the steel beam (2) can be inserted into the connecting pipe (4) or the node main body (3), the connecting pipe (4) is arranged on the side wall of the node main body (3), connecting holes (5) are respectively formed in four side walls of the connecting pipe (4), connecting holes (5) are respectively formed in the four side walls of the node main body (3) and are respectively positioned at the upper side and the lower side of the connecting pipe (4), through holes (6) matched with the connecting holes (5) are respectively formed in the steel column (1) and the steel beam (2), the inner side of the steel beam (2) is fixedly connected with a threaded sleeve (7) matched with the through hole (6).
2. The normalized universal connection point of a steel structural beam column according to claim 1, wherein the total width of the outside of the connection pipe (4) is the same as the total width of the outside of the node body (3).
3. The normalized universal connection point of a steel structural beam column according to claim 2, wherein the connection pipe (4) is equidistant from both ends of the node body (3).
4. The normalized universal connection point of a steel structural beam column according to claim 3, wherein the distance between the connection pipe (4) and the end of the node body (3) is the same as the depth of the connection pipe (4).
5. The normalized universal connection point of the steel structure beam column according to claim 4, wherein two connection holes (5) are formed in each of four side walls of the connection pipe (4), four connection holes (5) are formed in each of four side walls of the node main body (3), and two connection holes are distributed in a group on the upper side and the lower side of the connection pipe (4);
the distance between two connecting holes (5) on the connecting pipe (4) is the same as the distance between two connecting holes (5) in the same group on the node main body (3), and the distance between two connecting holes (5) and the edge on the connecting pipe (4) is the same as the distance between two connecting holes (5) in the same group on the node main body (3) and the edge.
6. The normalized universal connection point of a steel structure beam column according to claim 5, wherein the connection pipes (4) are arranged in two and respectively arranged on two side walls of the node body (3) which are opposite to each other.
7. The normalized universal connection point of a steel structure beam column according to claim 5, wherein the connection pipes (4) are arranged in two and are respectively arranged on two adjacent side walls of the node body (3).
8. The normalized universal connection point of a steel structure beam column according to claim 5, wherein the number of the connection pipes (4) is three, and the three connection pipes are respectively arranged on three side walls of the node body (3).
9. The normalized universal connection point of a steel structure beam column according to claim 5, wherein the number of the connection pipes (4) is four, and the four connection pipes are respectively arranged on four side walls of the node main body (3).
CN202121448025.XU 2021-06-28 2021-06-28 Normalized universal connecting point of steel structure beam column Active CN215888578U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121448025.XU CN215888578U (en) 2021-06-28 2021-06-28 Normalized universal connecting point of steel structure beam column

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121448025.XU CN215888578U (en) 2021-06-28 2021-06-28 Normalized universal connecting point of steel structure beam column

Publications (1)

Publication Number Publication Date
CN215888578U true CN215888578U (en) 2022-02-22

Family

ID=80501099

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121448025.XU Active CN215888578U (en) 2021-06-28 2021-06-28 Normalized universal connecting point of steel structure beam column

Country Status (1)

Country Link
CN (1) CN215888578U (en)

Similar Documents

Publication Publication Date Title
CN214738828U (en) Steel construction assembled beam column connected node device
CN209975728U (en) Wood structure steel tenon connecting piece
CN215888578U (en) Normalized universal connecting point of steel structure beam column
CN203238784U (en) Rectangular concrete filled steel tubular column and box-type steel beam rib-penetrated type node structure
CN213927101U (en) Novel connector for connecting concrete frame beam and steel bar at node of strength column
CN211341149U (en) Assembled steel construction beam column node connecting device
CN209891400U (en) Glued wood beam column connecting piece
CN113047428B (en) Thread splicing type steel-wood combined node and mounting method
CN215715994U (en) Assembled beam column node with inhaul cable
CN211421387U (en) Accessory for shed type building
CN211340762U (en) End plate and concrete pile with same
CN210459527U (en) Bamboo laminated wood beam column side node
CN209855214U (en) Scissor-bracing steel pipe connector
CN214941319U (en) Bamboo-wood shear wall composite structure
CN211922968U (en) Green frame construction for building convenient to build
CN218757924U (en) Safe formula steel construction node component
CN219973516U (en) Building structure and connection structure for modularized building structures
CN218292254U (en) Connecting elements is assembled in house of steel construction
CN212742892U (en) Steel construction architectural design trunk form pillar structure
CN220814255U (en) Concrete column pre-buried node
CN216304904U (en) Energy-saving steel structure system
CN214169491U (en) Connecting structure of prefabricated wall board and wall board
CN210288686U (en) High-strength transverse partition plate type beam column connecting node
CN215830090U (en) Industrial and civil building wall reinforcing device
CN217053798U (en) Beam column and plate column node connecting structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20240617

Address after: 618200, No. 202, 2nd Floor, Building 3, Changshun Road, Jiangsu Industrial Park, Mianzhu High tech Industrial Park, Mianyang City, Deyang City, Sichuan Province

Patentee after: Sichuan Tangtie Engineering Testing Co.,Ltd.

Country or region after: China

Address before: 1 / F, 170 Heping Road, Tianfu New District, Chengdu, Sichuan 610000

Patentee before: CHENGDU WANHAO TECHNOLOGY CO.,LTD.

Country or region before: China