CN208815669U - A kind of reinforced concrete structure that anti-seismic performance is strong - Google Patents
A kind of reinforced concrete structure that anti-seismic performance is strong Download PDFInfo
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- CN208815669U CN208815669U CN201821497152.7U CN201821497152U CN208815669U CN 208815669 U CN208815669 U CN 208815669U CN 201821497152 U CN201821497152 U CN 201821497152U CN 208815669 U CN208815669 U CN 208815669U
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- Prior art keywords
- connector
- crossbeam
- tenon
- steel pipe
- earthly branches
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Abstract
The utility model discloses a kind of reinforced concrete structures that anti-seismic performance is strong, including main part and slave part, the main part includes steel pipe column, connector, prominent circle, tenon and crossbeam, the connector and the steel pipe column are integrally formed, the prominent circle is fixedly connected on the connector, the prominent circle is located at one end of the connector, and the other end of the connector is provided with fourth of the twelve Earthly Branches portion；By pouring connector in the outer surface of the steel pipe column, so that the connector and the steel pipe column form an entirety, it ensure that stabilization between the connector and the steel pipe column and securely, the fourth of the twelve Earthly Branches portion and the tenon are then respectively set on the connector and the crossbeam, and the tenon and the fourth of the twelve Earthly Branches portion carry out the grafting of Tenon, so that the installation between the crossbeam and the steel pipe column becomes simple, the characteristics of joinery and its construction make between there are activity, improve the performance of antidetonation.
Description
Technical field
The utility model belongs to technical field of buildings more particularly to a kind of reinforced concrete structure that anti-seismic performance is strong.
Background technique
Reinforced concrete structure refers to the structure made of the concrete equipped with reinforcing bar enhancing；The main member of load-bearing is to use
What armored concrete was built；Including shell structure, large form cast-in-place structural and use the armored concrete of the construction such as sliding formwork, lift slab
The building of structure, this structure made of reinforcing bar and concrete, reinforcing bar bear pulling force, and concrete bearing compressive force has heavily fortified point
Solid, durable, fire protecting performance is good, than steel construction save steel and it is at low cost the advantages that.
It is that interspersed reinforcing bar or distributing bar are mixed at node that steel pipe column currently on the market is connect mostly with reinforced beam
Solidifying soil ring beam, this joint form construction is cumbersome, is unfavorable for subsequent construction, therefore there is an urgent need to improve.
Summary of the invention
The utility model provides a kind of reinforced concrete structure that anti-seismic performance is strong, it is intended to solve steel pipe column and reinforced concrete
Tu Liang connection mostly is to intert reinforcing bar or distributing bar concrete ring beam at node, and this joint form is constructed cumbersome problem.
The utility model is realized in this way a kind of reinforced concrete structure that anti-seismic performance is strong, including main part and
Slave part, the main part include steel pipe column, connector, prominent circle, tenon and crossbeam, the connector and the steel pipe
Column is integrally formed, and the prominent circle is fixedly connected on the connector, and the prominent circle is located at one end of the connector, described
The other end of connector is provided with fourth of the twelve Earthly Branches portion, and the tenon is riveted on the fourth of the twelve Earthly Branches portion, and the tenon is located at the inside in the fourth of the twelve Earthly Branches portion, institute
It states crossbeam and the tenon is integrally formed, the slave part includes reinforcing bar and concrete layer, and the reinforcing bar is fixedly connected on institute
Crossbeam is stated, the reinforcing bar is located at the upper surface of the crossbeam, and the concrete layer is coated on the upper surface of the crossbeam.
Preferably, the fourth of the twelve Earthly Branches portion and the tenon are disposed as cross, and the fourth of the twelve Earthly Branches portion is indent cross, the tenon
For the cross of evagination.
Preferably, the prominent circle is provided with two groups, and shape is annular shape.
Preferably, the both ends of the crossbeam are provided with tenon, and the crossbeam is located between two steel pipe columns.
Preferably, the prominent circle, the connector and the fourth of the twelve Earthly Branches portion are integrally formed, and the connector and the steel pipe
Column is mutually perpendicular to.
Preferably, the connector and the crossbeam are located at same level, and collectively constitute composite beam.
Preferably, the steel-bar arrangement has more, and the reinforcing bar is located at the upper surface of composite beam.
Preferably, the concrete layer is covered in the upper surface of the composite beam, and the thickness of the concrete layer is long-range
In the horizontal depth of beam.
Compared with prior art, the utility model has the beneficial effects that the steel that a kind of anti-seismic performance of the utility model is strong
Tendon concrete structure, by pouring connector in the outer surface of the steel pipe column, so that the connector and the steel pipe cylindricality
At an entirety, stabilization between the connector and the steel pipe column and securely ensure that, then in the connector and institute
It states and the fourth of the twelve Earthly Branches portion and the tenon is respectively set on crossbeam, and the tenon and the fourth of the twelve Earthly Branches portion carry out the grafting of Tenon, so that institute
Stating the installation between crossbeam and the steel pipe column becomes simply, and is the design of cross between the tenon and the fourth of the twelve Earthly Branches portion,
Both the restriction that position can have been carried out to the tenon and the fourth of the twelve Earthly Branches portion, prevents mutual disengaging, but the spy of joinery and its construction
Point so that between there are activity, improve the performance of antidetonation.
Detailed description of the invention
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the main part structural schematic diagram of the utility model；
Fig. 3 is the connecting-piece structure schematic diagram of the utility model；
In figure: the prominent circle of 1- main part, 11- steel pipe column, 12- connector, 13-, the fourth of the twelve Earthly Branches 14- portion, 15- tenon, 16- are horizontal
Beam, 2- slave part, 21- reinforcing bar, 22- concrete layer.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, below in conjunction with attached drawing and implementation
Example, the present invention will be further described in detail.It should be appreciated that specific embodiment described herein is only used to explain
The utility model is not used to limit the utility model.
In the description of the present invention, it should be understood that term " length ", " width ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is based on attached
Orientation or positional relationship shown in figure, is merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion
Signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this
The limitation of utility model.In addition, the meaning of " plurality " is two or more in the description of the present invention, unless separately
There is clearly specific restriction.
Fig. 1-3 is please referred to, the utility model provides a kind of technical solution: a kind of 21 concrete knot of the reinforcing bar that anti-seismic performance is strong
Structure, including main part 1 and slave part 2, main part 1 include steel pipe column 11, connector 12, prominent circle 13,15 and of tenon
Crossbeam 16, connector 12 and steel pipe column 11 are integrally formed, and prominent circle 13 is fixedly connected on connector 12, and prominent circle 13 is located at connection
One end of part 12, the other end of connector 12 are provided with fourth of the twelve Earthly Branches portion 14, and tenon 15 is riveted on fourth of the twelve Earthly Branches portion 14, and tenon 15 is located at fourth of the twelve Earthly Branches portion 14
Inside, crossbeam 16 and tenon 15 are integrally formed, and slave part 2 includes reinforcing bar 21 and concrete layer 22, and reinforcing bar 21 is fixedly connected on
Crossbeam 16, reinforcing bar 21 are located at the upper surface of crossbeam 16, and concrete layer 22 is coated on the upper surface of crossbeam 16.
In the present embodiment, indent cross, the setting evagination cross of tenon 15 are arranged by fourth of the twelve Earthly Branches portion 14, thus by tenon 15
It is plugged into fourth of the twelve Earthly Branches portion 14, on the one hand the adaptation of tenon 15 and fourth of the twelve Earthly Branches portion 14 is convenient in the design of cross, on the other hand to be between the two
Provide movable space and also define relative position between the two, movable space be convenient in earthquake carry out activity to
Damping is played, the relative position both limited prevents falling off between the two.
In the present embodiment, when in use, connector 12 is poured first with steel pipe column 11 and is integrated, then by crossbeam
16 tenon 15 is plugged into the fourth of the twelve Earthly Branches portion 14 of connector 12, so that crossbeam 16 and connector 12 overlap successfully, then in connector 12
The upper surface installation reinforcing bar 21 of the composite beam formed with crossbeam 16, composition 21 cage of reinforcing bar of reinforcing bar 21, subsequent casting concrete layer 22,
So that forming the node of a complete beam and column, other nodes are then successively poured.
Further, fourth of the twelve Earthly Branches portion 14 and tenon 15 are disposed as cross, and fourth of the twelve Earthly Branches portion 14 is indent cross, and tenon 15 is evagination
Cross.
In the present embodiment, by between setting fourth of the twelve Earthly Branches portion 14 and tenon 15, respectively indent cross and evagination cross, from
And tenon 15 can be inserted into the inside in fourth of the twelve Earthly Branches portion 14, and then crossbeam 16 is plugged on connector 12, and make 16 He of crossbeam
Steel pipe column 11 is attached, and forms the frame of building.
Further, prominent circle 13 is provided with two groups, and shape is annular shape.
In the present embodiment, by two groups of setting of prominent circle 13, increase entire connector 12 and steel pipe column 11 it
Between connection area, improve between connection dynamics, ensure that the intensity of connection, be set as circular in order to cooperate steel pipe column
11 cylinder.
Further, the both ends of crossbeam 16 are provided with tenon 15, and crossbeam 16 is located between two steel pipe columns 11.
In the present embodiment, by being respectively provided with tenon 15 at the both ends of crossbeam 16, so that crossbeam 16 is overlapped on two
Between steel pipe column 11, on the one hand form the beam portion point of frame structure, on the other hand can the steel pipe column 11 to two sides formed and draw
Power is allowed to form an entirety.
Further, prominent circle 13, connector 12 and fourth of the twelve Earthly Branches portion 14 are integrally formed, and connector 12 and steel pipe column 11 mutually hang down
Directly.
In the present embodiment, it is integrally formed by prominent circle 13, connector 12 and fourth of the twelve Earthly Branches portion 14, connector 12 and steel pipe column
11 are integrally formed, thus made of steel pipe column 11, connector 12, prominent circle 13 and fourth of the twelve Earthly Branches portion 14 are integrated, it is therefore prevented that coupling part
Fall off or slide, connector 12 and steel pipe column 11 are mutually perpendicular to, to guarantee that beam portion point is vertical with steel pipe column 11.
Further, connector 12 and crossbeam 16 are located at same level, and collectively constitute composite beam.
In the present embodiment, same level is located at by connector 12 and crossbeam 16, on the one hand guarantee tenon
15 and fourth of the twelve Earthly Branches portion 14 docking, on the other hand in order to guarantee the level of composite beam, to be the concrete layer 22 and reinforcing bar of upper surface
21 pour provides support and plate face.
Further, reinforcing bar 21 is provided with more, and reinforcing bar 21 is located at the upper surface of composite beam.
In the present embodiment, pass through more reinforcing bars 21 of setting, it is ensured that the solidifying solidity of entire concrete layer 22 and anti-
Shake ability is located at the upper surface of composite beam by reinforcing bar 21, to cast the load of entire beam portion point in the upper surface of composite beam
Part.
Further, concrete layer 22 is covered in the upper surface of composite beam, and the thickness of concrete layer 22 is much larger than crossbeam
16 height.
In the present embodiment, by the oversite concrete layer 22 on composite beam, entire Vierendeel girder part can be increased
Bearing capacity, also to prevent criss-cross fourth of the twelve Earthly Branches portion 14 and tenon 15 to be detached from, the thickness of concrete layer 22 is much larger than the height of crossbeam 16
Degree, thus the main load-bearing part divided using concrete layer 22 as entire beam portion.
The working principle and process for using of the utility model: after the utility model installs, first by connector 12 with
Steel pipe column 11, which pours, to be integrated, then the tenon 15 of crossbeam 16 is plugged into the fourth of the twelve Earthly Branches portion 14 of connector 12, so that crossbeam 16 and company
Fitting 12 overlaps successfully, the upper surface installation reinforcing bar 21 of the composite beam then formed in connector 12 and crossbeam 16, and 21 groups of reinforcing bar
At 21 cage of reinforcing bar, subsequent casting concrete layer 22 then successively pours other so that forming the node of a complete beam and column
Node.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (8)
1. a kind of reinforced concrete structure that anti-seismic performance is strong, which is characterized in that including main part (1) and slave part (2),
The main part (1) includes steel pipe column (11), connector (12), prominent circle (13), tenon (15) and crossbeam (16), the company
Fitting (12) and the steel pipe column (11) are integrally formed, and the prominent circle (13) is fixedly connected on the connector (12), described
Prominent circle (13) is located at one end of the connector (12), and the other end of the connector (12) is provided with fourth of the twelve Earthly Branches portion (14), described
Tenon (15) is riveted on the fourth of the twelve Earthly Branches portion (14), and the tenon (15) is located at the inside of the fourth of the twelve Earthly Branches portion (14), the crossbeam (16) with
The tenon (15) is integrally formed, and the slave part (2) includes reinforcing bar (21) and concrete layer (22), and the reinforcing bar (21) is solid
Surely it is connected to the crossbeam (16), the reinforcing bar (21) is located at the upper surface of the crossbeam (16), concrete layer (22) packet
It is overlying on the upper surface of the crossbeam (16).
2. a kind of reinforced concrete structure that anti-seismic performance is strong as described in claim 1, which is characterized in that the fourth of the twelve Earthly Branches portion (14)
It is disposed as cross with the tenon (15), and the fourth of the twelve Earthly Branches portion (14) is indent cross, the tenon (15) is the ten of evagination
Word.
3. a kind of reinforced concrete structure that anti-seismic performance is strong as described in claim 1, which is characterized in that the prominent circle
(13) two groups are provided with, and shape is annular shape.
4. a kind of reinforced concrete structure that anti-seismic performance is strong as described in claim 1, which is characterized in that the crossbeam (16)
Both ends be provided with tenon (15), the crossbeam (16) is located between two steel pipe columns (11).
5. a kind of reinforced concrete structure that anti-seismic performance is strong as described in claim 1, which is characterized in that the prominent circle
(13), the connector (12) and the fourth of the twelve Earthly Branches portion (14) are integrally formed, and the connector (12) and the steel pipe column (11) it
Between be mutually perpendicular to.
6. a kind of reinforced concrete structure that anti-seismic performance is strong as described in claim 1, which is characterized in that the connector
(12) and the crossbeam (16) is located at same level, and collectively constitutes composite beam.
7. a kind of reinforced concrete structure that anti-seismic performance is strong as claimed in claim 6, which is characterized in that the reinforcing bar (21)
More are provided with, and the reinforcing bar (21) is located at the upper surface of composite beam.
8. a kind of reinforced concrete structure that anti-seismic performance is strong as claimed in claim 6, which is characterized in that the concrete layer
(22) it is covered in the upper surface of the composite beam, and the thickness of the concrete layer (22) is much larger than the height of the crossbeam (16)
Degree.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821497152.7U CN208815669U (en) | 2018-09-13 | 2018-09-13 | A kind of reinforced concrete structure that anti-seismic performance is strong |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821497152.7U CN208815669U (en) | 2018-09-13 | 2018-09-13 | A kind of reinforced concrete structure that anti-seismic performance is strong |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208815669U true CN208815669U (en) | 2019-05-03 |
Family
ID=66276868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821497152.7U Expired - Fee Related CN208815669U (en) | 2018-09-13 | 2018-09-13 | A kind of reinforced concrete structure that anti-seismic performance is strong |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208815669U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748222A (en) * | 2019-09-21 | 2020-02-04 | 鸿强建设集团有限公司 | Temporary building structure convenient to assemble and having anti-seismic effect and use method thereof |
-
2018
- 2018-09-13 CN CN201821497152.7U patent/CN208815669U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748222A (en) * | 2019-09-21 | 2020-02-04 | 鸿强建设集团有限公司 | Temporary building structure convenient to assemble and having anti-seismic effect and use method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190503 Termination date: 20190913 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |