CN107366354A - Prefabricated PC beam column dry method connecting node - Google Patents
Prefabricated PC beam column dry method connecting node Download PDFInfo
- Publication number
- CN107366354A CN107366354A CN201710618767.4A CN201710618767A CN107366354A CN 107366354 A CN107366354 A CN 107366354A CN 201710618767 A CN201710618767 A CN 201710618767A CN 107366354 A CN107366354 A CN 107366354A
- Authority
- CN
- China
- Prior art keywords
- shaped steel
- dry method
- reinforced
- column
- prefabricated
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
Abstract
The invention discloses prefabricated PC beam column dry method connecting node, including the junction steel plate being fixed on dry method connecting pole component, dry method connection beam is connected by some connecting bolts with junction steel plate；Dry method connection beam includes beam shaped steel, and beam shaped steel is connected with reinforced beam by the first deformed bar and some pegs, and first deformed bar one end tie-beam component shaped steel, another end is stretched into reinforced beam；Dry method connecting pole component includes post component shaped steel, and post component shaped steel is connected with reinforced column by the second deformed bar and some pegs, and second deformed bar one end connecting pole component shaped steel, another end is stretched into reinforced column；The advantages of this structure is in combination with steel plate and concrete, intensity when making it as beam column is higher, and this structure can direct machine-shaping, avoid building-site make, improve operating efficiency.
Description
Technical field
The invention belongs to bean column node field, and in particular to prefabricated PC beam column dry method connecting node.
Background technology
The post beam of buildings in general is formed by cast-in-site, long in time limit, low construction efficiency be present, and site operation is dirty
Contaminate the defects of big.House industrialization is the inexorable trend of Building Trade in China development, concrete structure is prefabricated in the factory, scene is spelled
Dress, realizes the prefabricated industrialization of element factory, reduces the workload of site operation, reduces on-site concrete wet trade, improvement is built
Build the condition of work of worker, reduce site operation pollution, raise labour efficiency, reduce energy consumption, be current Building Trade in China urgently
Solve the problems, such as.
The content of the invention
It is an object of the invention to overcome above-mentioned deficiency, there is provided prefabricated PC beam column dry method connecting node, can produce
Industry metaplasia is produced, and improves operating efficiency.
In order to achieve the above object, the present invention includes the junction steel plate being fixed on dry method connecting pole component, dry method connection
Beam is connected by some connecting bolts with junction steel plate；
The dry method connection beam includes beam shaped steel, and beam shaped steel in advance should with reinforced beam by first
Power reinforcing bar connects with some pegs, and first deformed bar one end tie-beam component shaped steel, armored concrete is stretched at another end
Liang Zhong, peg are distributed in beam shaped steel surface；
The dry method connecting pole component includes post component shaped steel, and post component shaped steel in advance should with reinforced column by second
Power reinforcing bar connects with some pegs, and second deformed bar one end connecting pole component shaped steel, armored concrete is stretched at another end
In post, peg is distributed in post member type steel surface.
The beam shaped steel sets encryption stirrup with reinforced beam join domain.
The post component shaped steel sets encryption stirrup with reinforced column join domain.
The reinforced column is wrapped with post component parcel shaped steel, and post component parcel shaped steel leads to reinforced column
Some peg connections are crossed, peg is distributed in post component parcel shaped steel inner surface.
The post component parcel shaped steel sets encryption stirrup with reinforced column join domain.
First deformed bar is welded to connect with beam shaped steel.
Second deformed bar is welded to connect with post component shaped steel.
Compared with prior art, beam shaped steel of the invention is connected with reinforced beam by the first deformed bar
Connect, post component shaped steel is connected with reinforced column by the second deformed bar, by armored concrete bury with it is right
The advantages of deformed bar for answering steel plate to connect makes steel plate be fixed with concrete, and this structure is in combination with steel plate and concrete,
Intensity when making it as beam column is higher, and this structure can direct machine-shaping, avoid building-site make, improve work
Make efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of invention；
Fig. 2 is the profile of dry method connecting pole component in the present invention；
Fig. 3 is the profile that dry method connects beam in the present invention；
Fig. 4 is that the present invention includes the structural representation that post component wraps up shaped steel；
Fig. 5 is that the present invention includes the sectional view that post component wraps up shaped steel.
Wherein, 1, dry method connection beam；2nd, dry method connecting pole component；3rd, connecting bolt；4th, junction steel plate；5th, beam
Shaped steel；6th, reinforced beam；7th, the first deformed bar；8th, peg；9th, stirrup is encrypted；10th, post component shaped steel；11st, reinforcing bar
Concrete column；12nd, shaped steel is wrapped up；13rd, the second deformed bar.
Embodiment
The present invention will be further described below in conjunction with the accompanying drawings.
Referring to Fig. 1, Fig. 2, Fig. 3, Fig. 4 and Fig. 5, the present invention includes the junction steel plate being fixed on dry method connecting pole component 2
4, dry method connection beam 1 is connected by some connecting bolts 3 and junction steel plate 4；
Dry method connection beam 1 includes beam shaped steel 5, and beam shaped steel 5 in advance should with reinforced beam 6 by first
Power reinforcing bar 7 and some pegs 8 connect, and one end tie-beam component shaped steel 5 of the first deformed bar 7, another end is stretched into reinforcing bar and mixed
Coagulate in native beam 6, peg 8 is distributed in the surface of beam shaped steel 5, and beam shaped steel 5 is set with the join domain of reinforced beam 6 to be added
Close stirrup 9；
Dry method connecting pole component 2 includes post component shaped steel 10, and post component shaped steel 10 passes through second with reinforced column 11
Deformed bar 13 and some pegs 8 are connected, and one end connecting pole component shaped steel 10 of the second deformed bar 13, another end is stretched into
In reinforced column 11, peg 8 is distributed in the surface of post component shaped steel 10, and post component shaped steel 10 is connected with reinforced column 11
Region sets encryption stirrup 9, and reinforced column 11 is wrapped with post component parcel shaped steel 12, post component parcel shaped steel 12 and steel
Reinforced concrete post 11 is connected by some pegs 8, and peg 8 is distributed in the post component parcel inner surface of shaped steel 12, post component coated
Steel 12 sets encryption stirrup 9 with the join domain of reinforced column 11.
Preferably, the first deformed bar 7 is welded to connect with beam shaped steel 5, the second deformed bar 13 and post component
Shaped steel 10 is welded to connect.
In use, weld one end of the first deformed bar 7 on beam shaped steel 5, the first deformed bar 7 it is another
In end embedment reinforced beam 6, and fixed by peg 8, beam shaped steel 5 is set with the join domain of reinforced beam 6
Encrypt stirrup 9；One end of the second deformed bar 13 is welded on post component shaped steel 10, the second deformed bar 13 is to the other end
It is embedded in reinforced column 11, and is fixed by peg 8, shaped steel 12 is wrapped up in the outer wrapping post component of reinforced column 11,
Finally beam shaped steel 5 is fixed on dry method connecting pole component 2 by junction steel plate 4.
Claims (7)
1. prefabricated PC beam column dry method connecting node, it is characterised in that including being fixed on dry method connecting pole component (2)
Junction steel plate (4), dry method connection beam (1) are connected by some connecting bolts (3) and junction steel plate (4)；
The dry method connection beam (1) includes beam shaped steel (5), and beam shaped steel (5) passes through with reinforced beam (6)
First deformed bar (7) and some pegs (8) connection, the first deformed bar (7) one end tie-beam component shaped steel (5), separately
One end is stretched into reinforced beam (6), and peg (8) is distributed in beam shaped steel (5) surface；
The dry method connecting pole component (2) includes post component shaped steel (10), post component shaped steel (10) and reinforced column (11)
Connected by the second deformed bar (13) and some pegs (8), the second deformed bar (13) one end connecting pole component shaped steel
(10), another end is stretched into reinforced column (11), and peg (8) is distributed in post component shaped steel (10) surface.
2. prefabricated PC beam column dry method connecting node according to claim 1, it is characterised in that the beam type
Steel (5) sets encryption stirrup (9) with reinforced beam (6) join domain.
3. prefabricated PC beam column dry method connecting node according to claim 1, it is characterised in that characterized in that,
Post component shaped steel (10) sets encryption stirrup (9) with reinforced column (11) join domain.
4. prefabricated PC beam column dry method connecting node according to claim 1, it is characterised in that the reinforced concrete
Earth pillar (11) be wrapped with post component parcel shaped steel (12), post component parcel shaped steel (12) with reinforced column (11) if by
Dry peg (8) connection, peg (8) are distributed in post component parcel shaped steel (12) inner surface.
5. prefabricated PC beam column dry method connecting node according to claim 4, it is characterised in that characterized in that,
The post component parcel shaped steel (12) sets encryption stirrup (9) with reinforced column (11) join domain.
6. prefabricated PC beam column dry method connecting node according to claim 1, it is characterised in that described first in advance should
Power reinforcing bar (7) is welded to connect with beam shaped steel (5).
7. prefabricated PC beam column dry method connecting node according to claim 1, it is characterised in that described second in advance should
Power reinforcing bar (13) is welded to connect with post component shaped steel (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710618767.4A CN107366354A (en) | 2017-07-26 | 2017-07-26 | Prefabricated PC beam column dry method connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710618767.4A CN107366354A (en) | 2017-07-26 | 2017-07-26 | Prefabricated PC beam column dry method connecting node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107366354A true CN107366354A (en) | 2017-11-21 |
Family
ID=60308164
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710618767.4A Pending CN107366354A (en) | 2017-07-26 | 2017-07-26 | Prefabricated PC beam column dry method connecting node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107366354A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755962A (en) * | 2018-06-12 | 2018-11-06 | 西安建筑科技大学 | A kind of partial precast assembly hollow profile steel concrete hollow column and construction method |
| CN109779010A (en) * | 2018-12-19 | 2019-05-21 | 北京交通大学 | A kind of assembly concrete bean column node of replaceable dissipative member |
| CN112942862A (en) * | 2021-02-03 | 2021-06-11 | 胡鹏 | Steel bar supporting device of prestressed concrete column |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243817A (en) * | 2013-04-28 | 2013-08-14 | 中国十七冶集团有限公司 | Fabricated beam-column connecting device |
| CN204023778U (en) * | 2014-07-08 | 2014-12-17 | 中国二十冶集团有限公司 | The connected node of prefabricated assembled concrete beam column |
| CN104775516A (en) * | 2015-02-16 | 2015-07-15 | 清华大学 | Field connecting method among prefabricated reinforced concrete columns |
| CN204728493U (en) * | 2015-06-29 | 2015-10-28 | 四川华构住宅工业有限公司 | A kind of concrete beam and girder steel sidepiece have just connect dry type syndeton |
| KR20160035541A (en) * | 2015-08-17 | 2016-03-31 | 경희대학교 산학협력단 | the self positioning joint structure between precast steel-concrete composite column and precast steel-concrete composite beam |
| CN106592777A (en) * | 2016-10-27 | 2017-04-26 | 绍兴文理学院 | Assembly type steel-concrete combined beam column joint structure and implementation method thereof |
-
2017
- 2017-07-26 CN CN201710618767.4A patent/CN107366354A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243817A (en) * | 2013-04-28 | 2013-08-14 | 中国十七冶集团有限公司 | Fabricated beam-column connecting device |
| CN204023778U (en) * | 2014-07-08 | 2014-12-17 | 中国二十冶集团有限公司 | The connected node of prefabricated assembled concrete beam column |
| CN104775516A (en) * | 2015-02-16 | 2015-07-15 | 清华大学 | Field connecting method among prefabricated reinforced concrete columns |
| CN204728493U (en) * | 2015-06-29 | 2015-10-28 | 四川华构住宅工业有限公司 | A kind of concrete beam and girder steel sidepiece have just connect dry type syndeton |
| KR20160035541A (en) * | 2015-08-17 | 2016-03-31 | 경희대학교 산학협력단 | the self positioning joint structure between precast steel-concrete composite column and precast steel-concrete composite beam |
| CN106592777A (en) * | 2016-10-27 | 2017-04-26 | 绍兴文理学院 | Assembly type steel-concrete combined beam column joint structure and implementation method thereof |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755962A (en) * | 2018-06-12 | 2018-11-06 | 西安建筑科技大学 | A kind of partial precast assembly hollow profile steel concrete hollow column and construction method |
| CN109779010A (en) * | 2018-12-19 | 2019-05-21 | 北京交通大学 | A kind of assembly concrete bean column node of replaceable dissipative member |
| CN112942862A (en) * | 2021-02-03 | 2021-06-11 | 胡鹏 | Steel bar supporting device of prestressed concrete column |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20171121 |
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| RJ01 | Rejection of invention patent application after publication |