CN216156825U - Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post - Google Patents

Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post Download PDF

Info

Publication number
CN216156825U
CN216156825U CN202122130400.2U CN202122130400U CN216156825U CN 216156825 U CN216156825 U CN 216156825U CN 202122130400 U CN202122130400 U CN 202122130400U CN 216156825 U CN216156825 U CN 216156825U
Authority
CN
China
Prior art keywords
frame
column
bars
post
sloping
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
CN202122130400.2U
Other languages
Chinese (zh)
Inventor
罗玉峰
李悦谦
李辉
吴锋
王淑梅
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.)
Tianjin Huahui Engineering Architectural Design Co ltd
Original Assignee
Tianjin Huahui Engineering Architectural Design 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 Tianjin Huahui Engineering Architectural Design Co ltd filed Critical Tianjin Huahui Engineering Architectural Design Co ltd
Priority to CN202122130400.2U priority Critical patent/CN216156825U/en
Application granted granted Critical
Publication of CN216156825U publication Critical patent/CN216156825U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a beam-column connection node for solving the problem that the anchoring length of an inclined beam steel bar in a column is insufficient, which comprises a frame column, a frame beam, a frame inclined beam, stirrups, anchor bars, concrete and a reinforcing block, wherein the frame beam is welded at the top of the frame column, the frame inclined beam is positioned at the top of the frame beam, the stirrups are arranged at the joints of the frame column, the frame beam and the frame inclined beam, the reinforcing block is welded at the bottom of the joint of the frame inclined beam and the frame column, the top of the reinforcing block is fixedly connected with the bottom of the frame inclined beam through welding, and the contact surface of the reinforcing block and the frame column is fixedly connected through welding. By adopting the beam-column connecting node, the utility model can increase the anchoring length of the steel bar in the oblique beam in the frame column on the premise of not increasing the column section, thereby saving the manufacturing cost and improving the parking efficiency of the underground garage.

Description

Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post
Technical Field
The utility model relates to the technical field of building structures, in particular to a beam-column connecting node for solving the problem that the anchoring length of an oblique beam steel bar in a column is insufficient.
Background
When the underground garage of the beam plate structure is designed, in order to achieve the maximum parking efficiency, the column section can be compressed as far as possible, meanwhile, the shaft net arrangement with oblique crossing can also be inevitable, and the condition that the oblique beam is connected with the frame column is caused. In general underground garage design, for reducing the foundation ditch excavation depth, the floor height receives the restriction, and then the restriction roof beam height, simultaneously because roof earthing load is great, it is great to cause the roof beam arrangement of reinforcement, when sloping and post handing-over appear this moment, the anchor length of reinforcing bar in the roof beam in the frame post often can not satisfy standard requirement, this type of problem is solved to the mode that generally increases the post cross-section in the past, nevertheless it will influence parking efficiency to increase the post cross-section, consequently, need adopt the node of a beam column connection, satisfy the requirement that improves parking efficiency and standard anchor length simultaneously.
Disclosure of Invention
In view of the above-mentioned deficiencies or inadequacies of the prior art, it would be desirable to provide a beam-column connection node that addresses the deficiencies in the anchoring length of the reinforcement of the cant beam within the column.
According to the technical scheme that this application embodiment provided, a solve sloping reinforcing bar beam column connected node that anchor length is not enough in the post, including frame post, frame roof beam, frame sloping, stirrup, dowel, concrete, boss the top welding of frame post has the frame roof beam, the top welding of frame post has the frame sloping, the frame sloping is located the top of frame roof beam, the frame post with frame roof beam and frame sloping junction are provided with the stirrup, be provided with through the welding in the stirrup the dowel, pour in the stirrup the concrete, the bottom welding of frame sloping and frame post intersection has the boss the top of boss with the bottom of frame sloping passes through the welding rigid coupling, the boss with frame post contact surface passes through the welding rigid coupling.
In the utility model, the frame beam and the frame column are in a vertical position relation.
In the utility model, the frame oblique beam is obliquely crossed with the frame column.
In the utility model, the cross section of the stirrup is of a square structure.
In the utility model, the anchor bars comprise transverse bars and longitudinal bars, the transverse bars and the longitudinal bars are mutually vertical, and the transverse bars and the longitudinal bars are both provided with a plurality of transverse bars and longitudinal bars.
In the utility model, two reinforcing blocks are provided, and the side surface of the reinforcing block far away from the end of the frame column is of an inclined plane structure.
In the utility model, the tops of the stirrups are flush with the tops of the higher beams, and the bottoms of the stirrups are flush with the bottoms of the lower beams.
To sum up, the beneficial effect of this application: according to the utility model, by adopting the beam-column connection node, on the premise of not increasing the column cross section, the anchoring length of the steel bar in the oblique beam in the frame column can be increased, the manufacturing cost can be saved, and the parking efficiency of the underground garage can be improved.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
FIG. 1 is an overall structure diagram of a beam-column connection node for solving the problem of insufficient anchoring length of an oblique beam steel bar in a column;
FIG. 2 is a top view of a beam-column connection node for solving the problem of insufficient anchoring length of an oblique beam steel bar in a column;
FIG. 3 is a structural view of a beam-column connection node stirrup for solving the problem of insufficient anchoring length of an oblique beam steel bar in a column;
fig. 4 is a composition diagram of a beam-column connection node reinforcing block for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient.
Reference numbers in the figures: the frame comprises a frame column-1, a frame beam-2, a frame oblique beam-3, stirrups-4, anchor bars-5, concrete-6 and reinforcing blocks-7;
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the utility model. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
As shown in fig. 1-4, a beam-column connection node for solving the problem of insufficient anchoring length of an oblique beam steel bar in a column comprises a frame column 1, a frame beam 2, a frame oblique beam 3, a stirrup 4, an anchor bar 5, concrete 6, a reinforcing block 7, wherein the frame beam 2 is welded on the top of the frame column 1, the frame oblique beam 3 is welded on the top of the frame column 1, the frame oblique beam 3 is positioned on the top of the frame beam 2, the frame column 1, the frame beam 2 and the frame oblique beam 3 are connected by a stirrup 4, the stirrup 4 is internally provided with the anchor bar 5 by welding, the concrete 6 is poured into the stirrups 4, the reinforcing block 7 is welded at the bottom of the intersection of the frame oblique beam 3 and the frame column 1, the top of the reinforcing block 7 is fixedly connected with the bottom of the frame oblique beam 3 through welding, and the reinforcing block 7 is fixedly connected with the contact surface of the frame column 1 through welding. The frame beam 2 and the frame column 1 are in a vertical position relation. The frame oblique beam 3 is obliquely crossed with the frame column 1. The cross section of the stirrup 4 is of a square structure. The anchor bars 5 comprise transverse bars and longitudinal bars, the transverse bars are perpendicular to the longitudinal bars, and the transverse bars and the longitudinal bars are all provided with a plurality of bars. The number of the reinforcing blocks 7 is two, and the side face of the reinforcing block 7 far away from the end of the frame column 1 is of an inclined plane structure. The top of the stirrup 4 is flush with the top of the higher beam, and the bottom of the stirrup 4 is flush with the bottom of the lower beam.
According to the utility model, by adopting the beam-column connection node, on the premise of not increasing the column cross section, the anchoring length of the steel bar in the oblique beam in the frame column can be increased, the manufacturing cost can be saved, and the parking efficiency of the underground garage can be improved.
The foregoing description is only exemplary of the preferred embodiments of the application and is provided for the purpose of illustrating the general principles of the technology and the like. Meanwhile, the scope of the utility model according to the present application is not limited to the technical solutions in which the above-described technical features are combined in a specific manner, and also covers other technical solutions in which the above-described technical features or their equivalent are combined arbitrarily without departing from the inventive concept described above. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.

Claims (7)

1. The utility model provides a solve sloping reinforcing bar at the not enough beam column connected node of post anchor length, includes frame post (1), frame roof beam (2), frame sloping (3), stirrup (4), anchor (5), concrete (6), boss (7), characterized by: the top welding of frame post (1) has frame roof beam (2), the top welding of frame post (1) has frame sloping (3), frame sloping (3) are located the top of frame roof beam (2), frame post (1) with frame roof beam (2) and frame sloping (3) junction are provided with stirrup (4), be provided with through the welding in stirrup (4) anchor bolt (5), pour in stirrup (4) concrete (6), the bottom welding of frame sloping (3) and frame post (1) intersection has boss (7) the top of boss (7) with the bottom of frame sloping (3) is through the welding rigid coupling, boss (7) with frame post (1) contact surface is through the welding rigid coupling.
2. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the frame beam (2) and the frame column (1) are in a vertical position relation.
3. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the frame oblique beam (3) is obliquely crossed with the frame column (1).
4. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the cross section of the stirrup (4) is of a square structure.
5. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the anchor bars (5) comprise transverse bars and longitudinal bars, the transverse bars and the longitudinal bars are perpendicular to each other, and the transverse bars and the longitudinal bars are both provided with a plurality of bars.
6. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the number of the reinforcing blocks (7) is two, and the side face of the reinforcing block (7) far away from the end of the frame column (1) is of an inclined plane structure.
7. The beam-column connection node for solving the problem that the anchoring length of the oblique beam steel bars in the column is insufficient according to claim 1, is characterized in that: the top of the stirrup (4) is flush with the top of the higher beam, and the bottom of the stirrup (4) is flush with the bottom of the lower beam.
CN202122130400.2U 2021-09-06 2021-09-06 Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post Active CN216156825U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122130400.2U CN216156825U (en) 2021-09-06 2021-09-06 Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122130400.2U CN216156825U (en) 2021-09-06 2021-09-06 Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post

Publications (1)

Publication Number Publication Date
CN216156825U true CN216156825U (en) 2022-04-01

Family

ID=80842252

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122130400.2U Active CN216156825U (en) 2021-09-06 2021-09-06 Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post

Country Status (1)

Country Link
CN (1) CN216156825U (en)

Similar Documents

Publication Publication Date Title
CN100482892C (en) Lower chord opening beam type corrugated steel web combination beam
CN108049633A (en) A kind of precast concrete concrete frame joint construction method
CN206016011U (en) A kind of steel plate concrete composite beam panel structure system
CN216156825U (en) Solve beam column connected node that sloping reinforcing bar anchored length is not enough in post
CN215165648U (en) Vertical bearing device of reverse construction area structure that can retrieve
CN206554385U (en) Combining structure for assembled architecture
CN202610695U (en) Corrugated steel web type pre-tensioned prestressed concrete I-type beam
CN112282207A (en) Combined beam, spliced beam and subway station
CN211848855U (en) Novel swift formula modularization decking seam structure
CN203905215U (en) Assembled type steel beam joint straight-line-shaped blend coupled wall
CN111411643A (en) Construction method of construction elevator foundation supported on basement top plate
CN203022193U (en) Well type frame beam strengthened flat slab connecting structure
CN212866605U (en) Beam-end node
CN215484061U (en) Combined beam, spliced beam and subway station
CN203834743U (en) Prefabricated steel beam joint cross-shaped mixed coupled wall
CN216338993U (en) Longitudinal joint for steel-UHPC (ultra high performance concrete) assembled pi-shaped combination beam
CN214696091U (en) T-shaped column supporting structure for garage and assembled garage
CN213328715U (en) Steel structure for bridge maintenance reinforcement
CN214364050U (en) Prestress self-resetting reinforced concrete dry type connecting beam column node
CN214656267U (en) T-beam prefabricated steel pedestal
CN217053886U (en) Shear wall with prefabricated high-performance concrete X-shaped framework
CN212453333U (en) Assembled combination beam and beam slab node
CN217175308U (en) Large-span heavy-load assembled integral prestressed steel net rack combined floor
CN210369025U (en) Floor-free tower crane foundation construction structure with steel structure
CN210562613U (en) Vertical dry-type connecting node of prefabricated assembled frame post of keyway that shears in area

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant