CN207959493U - A kind of square tubular column beams of concrete bracket Joint's connection fabrication - Google Patents
A kind of square tubular column beams of concrete bracket Joint's connection fabrication Download PDFInfo
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- CN207959493U CN207959493U CN201721876025.3U CN201721876025U CN207959493U CN 207959493 U CN207959493 U CN 207959493U CN 201721876025 U CN201721876025 U CN 201721876025U CN 207959493 U CN207959493 U CN 207959493U
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Abstract
The utility model is related to a kind of square tubular column beams of concrete bracket Joint's connection fabrications, including：Top surface steel plate, bottom surface steel plate, middle pectoral plate, left web, right web and reinforced bar sleeve, the forward edge of the left web and right web is equipped with groove, convenient for binding node stirrup, by being welded to connect between top surface steel plate, bottom surface steel plate, middle pectoral plate, left web, right web and reinforced bar sleeve.The purpose of this utility model is to provide a kind of square tubular column beams of concrete bracket Joint's connection fabrications, to solve the problems, such as that existing construction complexity, poor reliability, difficulty of construction are big between steel column and beams of concrete in current architecture configuration, the vertical muscle for effectively preventing beams of concrete crosses damage of the steel column section to square tubular column, the utility model joint structure is simple, convenient for construction, connection is reliable, not only can guarantee quality but also can substantially shorten the construction period, and reduces construction cost.
Description
Technical field
The utility model is related to building structure bean column node technical fields, more particularly to a kind of square tubular column beams of concrete ox
Leg node connecting structure.
Background technology
In building structure field, part megastore, hotel and exhibition center use steel construction, and underground garage level by
It is then generally deposited between the steel column and beams of concrete of agent structure in current industry using reinforced concrete structure in power system
Big in connecting structure complexity, poor reliability, difficulty of construction, quality is difficult to ensure and the problem of long construction period.
In view of the foregoing, there is an urgent need for a kind of new square tubular column beams of concrete bracket Joint's connection fabrications, to solve to work as front-axle beam
The problems such as existing construction of Column border node connection is complicated, and difficulty of construction is greatly and the period is long, to simplify construction method, accelerate to construct into
Degree.
Utility model content
The purpose of this utility model is to provide a kind of square tubular column beams of concrete bracket Joint's connection fabrications, can effectively solve
Generally existing connecting structure complexity, poor reliability, difficulty of construction are big between square tubular column and beams of concrete in certainly current industry asks
Topic, simplifies joint structure, not only can guarantee construction quality but also can accelerate construction progress, has shortened the construction period.
Technical solution is used by the utility model realizes its function：A kind of square tubular column beams of concrete bracket node connection
Construction, including：Top surface steel plate, bottom surface steel plate, middle pectoral plate, left web, right web and reinforced bar sleeve, the left side abdomen
The forward edge of plate and right web is equipped with groove, convenient for binding node stirrup.
Further, the top surface steel plate is located at the top of structure, and bottom surface steel plate is located at the lower part of structure, top surface steel plate and
The mutual horizontal parallel alignment of bottom surface steel plate；Between top surface steel plate and bottom surface steel plate be equipped with middle pectoral plate, left web and
Right web, three are mutually vertically arranged in parallel, wherein middle pectoral plate is located at the centre of left web and right web, left side
Web is located on the left of structure, and concordant with the left side edge of top surface steel plate and bottom surface steel plate, and right web is located at the right side of structure,
And it is concordant with the right side edge of top plate steel plate and bottom surface steel plate；Left web, middle pectoral plate and right web pass through welding and top
Face steel plate is connected with bottom surface steel plate.
Further, the top surface steel plate, bottom surface steel plate are identical with the thickness of middle pectoral plate, and muscle more vertical than the maximum of beam is straight
The big 3-5mm of diameter；Left web is identical with the thickness of right web, and bigger 2-4mm than the waist muscle diameter of beam, and along bracket height
20mm wide, the groove of 40mm depths is arranged every 80mm in direction.
Further, the reinforced bar sleeve is evenly arranged in the downside of top surface steel plate and bottom surface steel plate, and passes through welding point
Not connected with top surface steel plate with bottom surface steel plate.
The advantages of the utility model and advantageous effect are：
The utility model can be solved effectively at present by providing a kind of square tubular column beams of concrete bracket Joint's connection fabrication
The big problem of generally existing connecting structure complexity, poor reliability, difficulty of construction between square tubular column and beams of concrete in industry simplifies
Joint structure and construction method not only can guarantee that construction quality can accelerate construction progress again, shorten the construction period, to which reduction is applied
Work cost generates preferable economic benefit.
Description of the drawings
Fig. 1 is the organigram of the utility model；
Fig. 2 is the construction vertical view of the utility model；
Fig. 3 is the structural side view of the utility model；
Fig. 4 is the utility model square tubular column beams of concrete bracket Joint's connection fabrication installation effect diagram；
1, top surface steel plate, 2, bottom surface steel plate, 3, middle pectoral plate, 4, left web, 5, right web, 6, groove, 7, reinforcing bar
Sleeve.
Specific implementation mode
Illustrate specific embodiment of the utility model below in conjunction with the accompanying drawings：
As shown in Figure 1, in the utility model：A kind of square tubular column beams of concrete bracket Joint's connection fabrication, including：Top surface steel
Plate 1, bottom surface steel plate 2, middle pectoral plate 3, left web 4, right web 5 and reinforced bar sleeve 7, the left web 4 and right side
The forward edge of web 5 is equipped with groove 6, convenient for binding node stirrup.
A kind of Specific construction step of square tubular column beams of concrete bracket Joint's connection fabrication is：A. bracket joint structure is carried out
Prefabricated processing.The size of top surface steel plate 1, bottom surface steel plate 2 and web is determined according to design drawing, it is ensured that top surface steel plate 1 and back
The downside that portion indulges muscle is tangent, and the top side that bottom surface steel plate 2 indulges muscle with beam bottom portion is tangent；The right side of left web 4 and waist muscle on the left of beam
It is tangent, and the concordant left side edge for being welded in top surface steel plate 1 and bottom surface steel plate 2；The left side phase of right web 5 and waist muscle on the right side of beam
It cuts, and the concordant right side edge for being welded in top surface steel plate 1 and bottom surface steel plate 2；Middle pectoral plate 3 is set to left web 4 and right side
The centre of web 5 is held out against with top surface steel plate 1 and bottom surface steel plate 2, is welded to connect in top surface steel plate 1 and bottom panel steel plate 2；On a left side
The deep groove 6 of 20mm wide, 40mm is arranged every 80mm along bracket short transverse in coxostermum 4 and right web 5, for tie at node
Muscle passes through；Reinforced bar sleeve 7 determines model sum number amount according to the vertical muscle radical and diameter of beam, and difference uniform welding is in top surface steel plate
1 and bottom surface steel plate 2 downside.B. the prefabricated bracket joint structure processed is welded in square tubular column.C. according to design drawing
It is required that carrying out construction site installation to square tubular column with construction requirement.D. the installation between square steel bracket node and concrete beam reinforcing,
Following sequence constructions are pressed successively：1）It installs and encrypts stirrup at beam-ends bracket, 2）Bean column node column tie-bar is installed, and by column tie-bar card
In to the groove of bracket left web 4 and right web 5,3）The lower layer in beam bottom portion is indulged into muscle, bottom is connected to by reinforced bar sleeve 7
2 lower part of face steel plate, the upper layer in beam bottom portion indulge muscle and are connected by welding to 2 top of bottom surface steel plate, and 3）Beam top lower layer is indulged muscle to lead to
Cross the lower part that reinforced bar sleeve 7 is connected to top surface steel plate 1, the upper layer on beam top indulges muscle and is welded to 1 top of top surface steel plate, and 5）Beam
Waist muscle is connected by welding to the outside of left web 4 and right web 5.E. after bean column node installs, casting concrete
And conserve, complete construction.
Claims (4)
1. a kind of square tubular column beams of concrete bracket Joint's connection fabrication, which is characterized in that including：Top surface steel plate, bottom surface steel plate, in
The forward edge of intersternite, left web, right web and reinforced bar sleeve, the left web and right web is equipped with recessed
Slot, convenient for binding node stirrup.
2. a kind of square tubular column beams of concrete bracket Joint's connection fabrication according to claim 1, which is characterized in that top surface steel
Plate is located at the top of structure, and bottom surface steel plate is located at the lower part of structure, and top surface steel plate and the mutual horizontal parallel of bottom surface steel plate are aligned cloth
It sets；Middle pectoral plate, left web and right web, the mutually vertical parallel cloth of three are equipped between top surface steel plate and bottom surface steel plate
Set, wherein middle pectoral plate is located at the centre of left web and right web, and left web is located on the left of structure, and with top surface steel
Plate is concordant with the left side edge of bottom surface steel plate, and right web is located at the right side of structure, and with the right side of top plate steel plate and bottom surface steel plate
Lateral edges are concordant；Left web, middle pectoral plate and right web are connect by welding with top surface steel plate and bottom surface steel plate.
3. a kind of square tubular column beams of concrete bracket Joint's connection fabrication according to claim 1, which is characterized in that top surface steel
Plate, bottom surface steel plate are identical with the thickness of middle pectoral plate, and muscle diameter more vertical than the maximum of beam is big 3-5mm；Left web and right side abdomen
The thickness of plate is identical, and bigger 2-4mm than the waist muscle diameter of beam, and 20mm wide is being arranged every 80mm along bracket short transverse,
The groove of 40mm depths.
4. a kind of square tubular column beams of concrete bracket Joint's connection fabrication according to claim 1, which is characterized in that described
Reinforced bar sleeve is evenly arranged in the downside of top surface steel plate and bottom surface steel plate, and by weld respectively with top surface steel plate and bottom surface steel plate
Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721876025.3U CN207959493U (en) | 2017-12-28 | 2017-12-28 | A kind of square tubular column beams of concrete bracket Joint's connection fabrication |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721876025.3U CN207959493U (en) | 2017-12-28 | 2017-12-28 | A kind of square tubular column beams of concrete bracket Joint's connection fabrication |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207959493U true CN207959493U (en) | 2018-10-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721876025.3U Active CN207959493U (en) | 2017-12-28 | 2017-12-28 | A kind of square tubular column beams of concrete bracket Joint's connection fabrication |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301506A (en) * | 2017-12-28 | 2018-07-20 | 天元建设集团有限公司 | A kind of square tubular column-beams of concrete bracket Joint's connection fabrication and its construction method |
-
2017
- 2017-12-28 CN CN201721876025.3U patent/CN207959493U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108301506A (en) * | 2017-12-28 | 2018-07-20 | 天元建设集团有限公司 | A kind of square tubular column-beams of concrete bracket Joint's connection fabrication and its construction method |
| CN108301506B (en) * | 2017-12-28 | 2023-08-11 | 天元建设集团有限公司 | Square steel column-concrete beam bracket node connection structure and construction method thereof |
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