CN207944554U - A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve - Google Patents
A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve Download PDFInfo
- Publication number
- CN207944554U CN207944554U CN201720714406.5U CN201720714406U CN207944554U CN 207944554 U CN207944554 U CN 207944554U CN 201720714406 U CN201720714406 U CN 201720714406U CN 207944554 U CN207944554 U CN 207944554U
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- Prior art keywords
- steel pipe
- pipe bundle
- concrete
- connecting plate
- quadrangle
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- 239000004567 concrete Substances 0.000 title claims abstract description 67
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 65
- 239000010959 steel Substances 0.000 title claims abstract description 65
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 16
- 235000010627 Phaseolus vulgaris Nutrition 0.000 title claims abstract description 15
- 244000046052 Phaseolus vulgaris Species 0.000 title claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 238000004080 punching Methods 0.000 claims abstract description 5
- 238000004513 sizing Methods 0.000 claims abstract description 5
- 238000010276 construction Methods 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 238000005516 engineering process Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 3
- 210000003205 muscle Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Rod-Shaped Construction Members (AREA)
Abstract
The utility model proposes a kind of concrete frame bean column node steel pipe bundle reinforcing sleeves, including quadrangle steel pipe bundle, bracket, steel pipe bundle connecting plate, cover board, concrete prefabricated beam, concrete column and joint bar；Wherein, the upper and lower ends of quadrangle steel pipe bundle are provided with steel pipe bundle connecting plate, and each two quadrangle steel pipe bundle is attached by the steel pipe bundle connecting plate, to form a cuboid casing；Bracket is placed on the steel pipe bundle connecting plate；Concrete prefabricated beam is inserted into the gap between two steel pipe bundle connecting plates up and down, is connect with the concrete prefabricated beam of the other end, and be held on bracket；The top and bottom of casing and the joint face of concrete column are both provided with cover board；The joint face of concrete column is provided with joint bar, and sizing punching block is connected to sleeve by cover board and joint bar, the problems such as conflict with the cumbersome and reinforcement location that solves to construct in background technology.
Description
Technical field
The utility model is related to build, the field of engineering technology such as civilian, municipal, industrial, and in particular to a kind of concrete frame
It sets a roof beam in place Column border node steel pipe bundle reinforcing sleeve.
Background technology
One of traditional architectural structural system is usually taken and is connect with grid beam for pure concrete frame trestle, and construction is existing
A large amount of scaffolding work is set up as template system in field, and each formwork structure is all independently formed, and is only poured in concrete
The stage of building works, and a large amount of manpower and materials is caused to waste；Especially large span, in big load structure engineering, concrete frame
Column reinforcing bar needs thick with get Mi according to stress, and concrete frame beam is also, especially in negative moment area, usual steel reinforcement cage
Muscle is indulged in the placement at beam-column connection of binding needs, thus the vertical muscle position appearance of easy and concrete frame beam is conflicting
Phenomenon；Have again notably, it may appear that beam-to-column joint region concrete pours to go down or pour uncompacted situation, to reduce structure
Safe class, be easy to form hidden danger；
In construction technology, traditional template system needs a large amount of flitch, and scaffold tube is poured as template system
Build supporting member when concrete.And each formwork structure is all independently formed, and is only worked in the concreting stage；
In conclusion a kind of new building system and construction method are provided, to solve traditional concrete pouring construction
The drawbacks of, it appears it is particularly important.
Utility model content
The purpose of this utility model is that a kind of concrete frame bean column node steel pipe bundle reinforcing sleeve is proposed, to solve to carry on the back
The problems such as cumbersome and reinforcement location of constructing in scape technology conflicts.
To achieve the above object, the utility model proposes a kind of concrete frame bean column node steel pipe bundle reinforcing sleeve, packets
Include quadrangle steel pipe bundle, bracket, steel pipe bundle connecting plate, cover board, concrete prefabricated beam, concrete column and joint bar；Wherein, the quadrangle
The upper and lower ends of steel pipe bundle are provided with the steel pipe bundle connecting plate, and quadrangle steel pipe bundle described in each two passes through the steel pipe bundle
Connecting plate is attached, to form a cuboid casing；The bracket is placed on the steel pipe bundle connecting plate；The coagulation
Native precast beam is inserted into the gap between two steel pipe bundle connecting plates up and down, connects with the concrete prefabricated beam of the other end
It connects, and is held on the bracket；The joint face of the top and bottom of described sleeve pipe and the concrete column is both provided with the cover board；
The joint face of the concrete column is provided with the joint bar, and the sizing punching block is connected to institute by the cover board and the joint bar
State sleeve.
Preferably, the quadrangle steel pipe bundle is arranged in the four corners of described sleeve pipe, generally use steel-tube construction.
Preferably, the quadrangle steel pipe is cavity structure.
Preferably, the concrete prefabricated beam is mounted with negative reinforcement.
Preferably, the concrete prefabricated beam is mounted with negative reinforcement, and the concrete prefabricated beam passes through between negative reinforcement
Connection is connect with the concrete prefabricated beam of the other end.
Preferably, it is connected between the capping by connecting bolt.
Compared with prior art, the beneficial effects of the utility model are mainly reflected in：The concrete prefabricated beam is inserted into
Gap between lower two steel pipe bundle connecting plates, connect with the concrete prefabricated beam of the other end, and is held on described
On bracket, passed through convenient for beam steel；Quadrangle steel pipe bundle instead of part of nodes region part pillar longitudinal reinforcement；Negative reinforcement is set
Count the stirrup instead of beams of concrete column connected node region；The setting of bracket avoids biography convenient for shelving concrete prefabricated beam
The built-in fitting for way of uniting, it is firmer, it is more reliable；Due to the confined effect of node region so that joints ability greatly enhances,
Monolithic architecture is set to have better shock resistance；It is factory produced, size is accurate, on-site hoisting, convenient and safe；It is connected with column
Beam can be precast concrete beam, can also be girder steel.Actual selection can be carried out according to actual conditions.
Description of the drawings
Fig. 1 is a kind of example schematic diagram of concrete frame bean column node steel pipe bundle reinforcing sleeve；
Fig. 2 is that a kind of concrete frame bean column node steel pipe bundle reinforcing sleeve is connect with concrete column and concrete prefabricated beam
Whole stereoscopic schematic diagram.
Specific implementation mode
It, below will be to technical scheme of the present invention to keep the purpose of this utility model, technical solution and advantage clearer
It is further described.
As shown in Figure 1 to Figure 2, a kind of concrete frame bean column node steel pipe bundle reinforcement has been embodied in the present invention
Casing, including quadrangle steel pipe bundle 1, bracket 2, cover board 3, connection bolt 4, steel pipe bundle connecting plate 5, concrete prefabricated beam 6, negative reinforcement 7,
Joint bar 8, sizing 9 concrete column 10 of punching block；
Wherein, the upper and lower ends of the quadrangle steel pipe bundle 1 are provided with the steel pipe bundle connecting plate 5, and described in each two
Quadrangle steel pipe bundle 1 is attached by the steel pipe bundle connecting plate 5, to form a cuboid casing；The bracket 2 is placed in
On the steel pipe bundle connecting plate 5；Convenient for shelving concrete prefabricated beam, the built-in fitting of traditional method is avoided, it is firmer, more may be used
It leans on.The concrete prefabricated beam 6 is inserted into the gap between the upper and lower two steel pipe bundle connecting plates 5, described mixed with the other end
Solidifying soil precast beam 6 connects, and is held on the bracket 2, is passed through convenient for negative reinforcement 7, conflicting until preventing vertical muscle
Phenomenon；The joint face of the top and bottom of described sleeve pipe and the concrete column 10 is both provided with the cover board 3；The concrete column 10
Joint face be provided with the joint bar, the concrete column 10 first passes through the sizing punching block 9 and molding is pre-machined as needed,
The sleeve is connected to by the cover board 3 and the joint bar 8 again.Its node region forms confined effect so that joints
Ability greatly enhances, and monolithic architecture is made to have better shock resistance.
In the present embodiment, the quadrangle steel pipe bundle 1 is arranged in the four corners of described sleeve pipe, generally use steel pipe knot
Structure.
In the present embodiment, the quadrangle steel pipe bundle 1 is cavity structure.
In the present embodiment, the concrete prefabricated beam 6 is mounted with negative reinforcement 7, and the design of negative reinforcement 7 is instead of beam column built from concrete
The stirrup in connecting node region.
In the present embodiment, a kind of assembly method of concrete frame bean column node steel pipe bundle reinforcing sleeve is further comprised,
For assembling the concrete frame bean column node steel pipe bundle reinforcing sleeve, the method includes：
(1), the lower upper end of quadrangle steel pipe bundle 1 is connected two-by-two using steel pipe bundle connecting plate 5, it is rectangular to form one
Body sleeve；
(2), bracket 2, and the sleeve are disposed respectively on the steel pipe bundle connecting plate 5 of four sides of the sleeve
Top and bottom dispose cover board 3 respectively；
(3), joint bar 8 and the cover board 3 are disposed in the joint face for the concrete column 10 for pouring completion in advance.
(4), by the linking joint bar 8 is inserted between the quadrangle steel pipe bundle 1 and capping 3 by the coagulation
Earth pillar 10 and described sleeve pipe are attached.
(5), concrete prefabricated beam 6 is inserted into the gap between the upper and lower two steel pipe bundle connecting plates 5, with the other end
The concrete prefabricated beam 6 connects, and is held on the bracket 2.
(6), concreting is carried out to whole.
In the present embodiment, it in step (4), is connected between the capping 3 by connecting bolt 4.
In the present embodiment, in step (5), the concrete prefabricated beam 6 by connection between negative reinforcement 7 with it is another
The concrete prefabricated beam 6 at end connects.
The preferred embodiment of the present invention is above are only, does not play the role of any restrictions to the utility model.It is any
Person of ordinary skill in the field discloses the utility model in the range of not departing from the technical solution of the utility model
Technical solution and technology contents make the variations such as any type of equivalent replacement or modification, belong to the skill without departing from the utility model
The content of art scheme, still falls within the scope of protection of the utility model.
Claims (5)
1. a kind of concrete frame bean column node steel pipe bundle reinforcing sleeve, which is characterized in that including quadrangle steel pipe bundle, bracket, steel
Restrain connecting plate, cover board, concrete prefabricated beam, concrete column and joint bar；Wherein, the upper and lower ends setting of the quadrangle steel pipe bundle
There is the steel pipe bundle connecting plate, and quadrangle steel pipe bundle described in each two is attached by the steel pipe bundle connecting plate, to
Form a cuboid casing；The bracket is placed on the steel pipe bundle connecting plate；Two above and below the concrete prefabricated beam insertion
Gap between a steel pipe bundle connecting plate connect with the concrete prefabricated beam of the other end, and is held on the bracket
On；The joint face of the top and bottom of described sleeve pipe and the concrete column is both provided with the cover board；The connection of the concrete column
Face is provided with the joint bar, and sizing punching block is connected to sleeve by the cover board and the joint bar.
2. concrete frame bean column node steel pipe bundle reinforcing sleeve according to claim 1, which is characterized in that the quadrangle
Steel pipe bundle is arranged in the four corners of described sleeve pipe, using steel-tube construction.
3. concrete frame bean column node steel pipe bundle reinforcing sleeve according to claim 1, which is characterized in that the quadrangle
Steel pipe bundle is cavity structure.
4. concrete frame bean column node steel pipe bundle reinforcing sleeve according to claim 1, which is characterized in that the coagulation
Native precast beam is mounted with negative reinforcement, and the concrete prefabricated beam passes through the concrete prefabricated of connection between negative reinforcement and the other end
Beam connects.
5. a kind of concrete frame bean column node steel pipe bundle reinforcing sleeve according to claim 1, which is characterized in that described
It is connected between cover board by connecting bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720714406.5U CN207944554U (en) | 2017-06-19 | 2017-06-19 | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720714406.5U CN207944554U (en) | 2017-06-19 | 2017-06-19 | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207944554U true CN207944554U (en) | 2018-10-09 |
Family
ID=63702984
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720714406.5U Expired - Fee Related CN207944554U (en) | 2017-06-19 | 2017-06-19 | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207944554U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090909A (en) * | 2017-06-19 | 2017-08-25 | 上海欧本钢结构有限公司 | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve and its assembly method |
| CN109162353A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Steel concrete assembled connected node |
| CN111456256A (en) * | 2020-05-12 | 2020-07-28 | 黑龙江宇辉新型建筑材料有限公司 | Reinforced concrete prefabricated column type steel connecting joint and connecting method |
| CN111502034A (en) * | 2020-04-27 | 2020-08-07 | 江南大学 | Joint connecting device of steel-concrete combined column and beam and application thereof |
-
2017
- 2017-06-19 CN CN201720714406.5U patent/CN207944554U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090909A (en) * | 2017-06-19 | 2017-08-25 | 上海欧本钢结构有限公司 | A kind of concrete frame bean column node steel pipe bundle reinforcing sleeve and its assembly method |
| CN107090909B (en) * | 2017-06-19 | 2023-08-15 | 上海欧本钢结构有限公司 | Reinforced sleeve of concrete frame beam column node steel tube bundle and assembly method thereof |
| CN109162353A (en) * | 2018-10-25 | 2019-01-08 | 安徽建筑大学 | Steel concrete assembled connected node |
| CN111502034A (en) * | 2020-04-27 | 2020-08-07 | 江南大学 | Joint connecting device of steel-concrete combined column and beam and application thereof |
| CN111456256A (en) * | 2020-05-12 | 2020-07-28 | 黑龙江宇辉新型建筑材料有限公司 | Reinforced concrete prefabricated column type steel connecting joint and connecting method |
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| 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: 20181009 |