CN209025200U - Column beam pours combined structure - Google Patents
Column beam pours combined structure Download PDFInfo
- Publication number
- CN209025200U CN209025200U CN201821306944.1U CN201821306944U CN209025200U CN 209025200 U CN209025200 U CN 209025200U CN 201821306944 U CN201821306944 U CN 201821306944U CN 209025200 U CN209025200 U CN 209025200U
- Authority
- CN
- China
- Prior art keywords
- anchor slab
- capital
- column
- steel
- reinforcing bar
- 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
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of column beams to pour combined structure, including column and beam, Liang Yuzhu is mutually perpendicular to be distributed, two pairs of beams are relatively set on cylinder two-by-two, beam is H profile steel beam, the end of beam is provided with anchor slab, multiple reinforcing bar through-holes are had on anchor slab, reinforcing bar through-hole on anchor slab is passed through using transverse steel between Liang Yuzhu facing each other and realizes connection, the both ends of transverse steel have threaded end, threaded end passes outwards through the reinforcing bar through-hole on anchor slab, nut is threaded on threaded end, gasket is provided between nut and anchor slab, the connecting pin of beam is set to capital, casting space between anchor slab filled with high-strength concrete and constitutes capital connecting pin, the transverse steel of capital and the vertical reinforcement binding one upwardly extended from cylinder.The intensity that the column beam pours combined structure is higher, keeps the combination of beam and cylinder stronger.
Description
Technical field
The utility model relates to a kind of column beams to pour combined structure.
Background technique
Conventional concrete column and steel-beam combination structure, including column and beam, Liang Yuzhu are mutually perpendicular to be distributed, two two-phase on cylinder
To being provided with two pairs of beams.But firmness and globality effect of the conventional concrete column in conjunction with girder steel.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of column beams to pour combined structure, which makes steel material
Beam and concrete column integrated structure it is stronger.
For this purpose, column beam provided by the utility model pours combined structure, including column and beam, Liang Yuzhu is mutually perpendicular to be distributed,
Two pairs of beams are relatively set on cylinder two-by-two, the beam is H profile steel beam, and the end of beam is provided with anchor slab, has on anchor slab multiple
Reinforcing bar through-hole passes through the reinforcing bar through-hole on anchor slab using transverse steel between Liang Yuzhu facing each other and realizes connection, lateral steel
The both ends of muscle have threaded end, and threaded end passes outwards through the reinforcing bar through-hole on anchor slab, is threaded with spiral shell on threaded end
Mother is provided with gasket between nut and anchor slab, the connecting pin of the beam is set to capital, and the casting space between anchor slab is filled with
High-strength concrete simultaneously constitutes capital connecting pin, the transverse steel of capital and the vertical reinforcement binding one upwardly extended from cylinder.
The technical effect of the utility model:
1, reinforcing bar through-hole on anchor slab is passed through using transverse steel between Liang Yuzhu facing each other and realizes connection, capital
Transverse steel realizes girder steel and column from skeleton with the vertical reinforcement binding one upwardly extended from cylinder, the connection structure
Integration promotes firmness and globality that the two combines；
2, it is threaded with nut on threaded end, gasket is provided between nut and anchor slab, makes the connection of girder steel and column
More quick and facilitation；
3, the connecting pin of the beam is set to capital, and the casting space between anchor slab is filled with high-strength concrete and constitutes column
Connecting pin is pushed up, firmness is further promoted.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that column beam provided by the utility model pours combined structure.
Specific embodiment
With reference to embodiments, the present invention will be further described in detail, described in specific embodiment only
Only to explain the utility model, it is not used to limit utility model.
Shown in referring to Fig.1, column beam provided by the utility model pours combined structure, including column 1 and beam 2, beam 2 and 1 phase of column
Mutual vertical distribution is relatively set with two pairs of beams 2 on cylinder two-by-two, and the beam 2 is H profile steel beam, and the end of beam 2 is provided with anchor slab 3,
Multiple reinforcing bar through-holes are had on anchor slab 3, and reinforcing bar on anchor slab 3 is passed through using transverse steel 4 between beam 2 and column 1 facing each other
Through-hole realizes connection, and the both ends of transverse steel 4 have threaded end 5, and threaded end 5 passes outwards through the reinforcing bar through-hole on anchor slab 3,
It is threaded with nut 6 on threaded end 5, gasket 7 is provided between nut 6 and anchor slab 3, the connecting pin of the beam 2 is set to
Capital, the casting space 8 between anchor slab 3 filled with high-strength concrete 9 and constitute capital connecting pin, the transverse steel 4 of capital with
The vertical reinforcement 10 upwardly extended from cylinder binds one.
Shown in referring to Fig.1, in order to promote globality, keep the appearance of junction more regular, firmness is more preferable, the anchor slab
In the side of 3 insertion capital connecting pins, the transverse steel 4 of the vertical distribution intersects and is close to, the vertical reinforcement 10
The oblique binding and fixing of steel wire are used with the twice transverse steel 4 of vertical distribution.Capital connecting pin quadrangle is configured with and anchor slab 3
Matched L shape gusset 12, has the slot for accommodating beam end on L shape gusset 12, and the L shape gusset 12 is covered from top to bottom in beam
On, L shape gusset 12 and anchor slab 3 surround to be formed jointly and pour chamber, and L shape gusset 12 can be directly anchored to the combination of column 1 and beam 2
Place, for improving appearance.
Claims (3)
1. a kind of column beam pours combined structure, including column and beam, Liang Yuzhu is mutually perpendicular to be distributed, be relatively set with two-by-two on cylinder
Two pairs of beams, it is characterized in that: the beam is H profile steel beam, the end of beam is provided with anchor slab, has multiple reinforcing bar through-holes on anchor slab, and two
The reinforcing bar through-hole on anchor slab is passed through using transverse steel between two opposite Liang Yuzhu and realizes connection, the both ends of transverse steel have
Threaded end, threaded end pass outwards through the reinforcing bar through-hole on anchor slab, are threaded with nut, nut and anchor slab on threaded end
Between be provided with gasket, the connecting pin of the beam is set to capital, the casting space between anchor slab filled with high-strength concrete simultaneously
Constitute capital connecting pin, the transverse steel of capital and the vertical reinforcement binding one upwardly extended from cylinder.
2. column beam according to claim 1 pours combined structure, it is characterized in that: the side of anchor slab insertion capital connecting pin
In face, the transverse steel of the vertical distribution intersects and is close to, the twice transverse direction steel of the vertical reinforcement and vertical distribution
Muscle uses the oblique binding and fixing of steel wire.
3. column beam according to claim 1 or 2 pours combined structure, it is characterized in that: capital connecting pin quadrangle configures
Have with the matched L shape gusset of anchor slab, there is the slot for accommodating beam end, the L shape gusset is covered from top to bottom in beam on L shape gusset
On, L shape gusset and anchor slab surround formation jointly and pour chamber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821306944.1U CN209025200U (en) | 2018-08-14 | 2018-08-14 | Column beam pours combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821306944.1U CN209025200U (en) | 2018-08-14 | 2018-08-14 | Column beam pours combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209025200U true CN209025200U (en) | 2019-06-25 |
Family
ID=66875460
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821306944.1U Active CN209025200U (en) | 2018-08-14 | 2018-08-14 | Column beam pours combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209025200U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482598A (en) * | 2022-01-12 | 2022-05-13 | 广城建设集团有限公司 | Building column strengthening structure and method |
-
2018
- 2018-08-14 CN CN201821306944.1U patent/CN209025200U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114482598A (en) * | 2022-01-12 | 2022-05-13 | 广城建设集团有限公司 | Building column strengthening structure and method |
| CN114482598B (en) * | 2022-01-12 | 2023-09-22 | 广城建设集团有限公司 | Building column strengthening structure and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204919821U (en) | Novel height bearing capacity built -in fitting that shears | |
| CN106567475B (en) | Steel and combined concrete shear wall and its construction method | |
| CN106638943A (en) | Connecting node for steel pipe constrained steel recycled concrete column and steel beam and construction method thereof | |
| CN209025200U (en) | Column beam pours combined structure | |
| CN113638491A (en) | Assembled beam-column connecting joint and construction method thereof | |
| CN208168164U (en) | The connection structure of stirrup in steel reinforced concrete structure | |
| KR101668295B1 (en) | Steel-concrete composite box girder | |
| CN107580645A (en) | Mould and the concrete construction manufacture method using the mould | |
| CN107587606A (en) | High performance concrete chain type combining structure | |
| CN107806207A (en) | The assembled architecture wall and building that steel construction is combined with concrete structure | |
| CN105937270A (en) | Novel prefabricated building connecting joint | |
| KR20120036616A (en) | Composite slab using corrugated plate and making method therewith | |
| CN209670187U (en) | A kind of prefabricated convex beam of limited destructing | |
| JP6978901B2 (en) | Joining structure and joining method of precast concrete beam members | |
| CN208668634U (en) | A kind of novel prefabricated beam-column connection | |
| CN207110299U (en) | A kind of decorative cover is counter to beat connector | |
| CN208137480U (en) | A kind of novel joist rod structure | |
| CN220394278U (en) | V-shaped pier stud with high strength | |
| KR102133079B1 (en) | Structure of column and flat plate slab | |
| CN208280317U (en) | A kind of vertical connecting node of sandwich wall | |
| KR100709634B1 (en) | Table deck | |
| CN207934187U (en) | A kind of assembled steel reinforced concrete frame structure system | |
| CN109853807A (en) | Overlap concrete bidirectional stress heat insulation house surface Alveolus type prefabricated board | |
| CN109577552A (en) | Structural beams | |
| CN207776253U (en) | A kind of crossbeam that concrete structure is combined with steel construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |