CN110344503A - It is a kind of part superimposed sheet and faced wall column connected node construct - Google Patents
It is a kind of part superimposed sheet and faced wall column connected node construct Download PDFInfo
- Publication number
- CN110344503A CN110344503A CN201910536371.4A CN201910536371A CN110344503A CN 110344503 A CN110344503 A CN 110344503A CN 201910536371 A CN201910536371 A CN 201910536371A CN 110344503 A CN110344503 A CN 110344503A
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- China
- Prior art keywords
- wall column
- superimposed sheet
- connected node
- supporting plate
- local
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Classifications
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- 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
- E04B1/38—Connections for building structures in general
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The present invention provides a kind of local superimposed sheets and faced wall column connected node to construct, including combination wall column and local superimposed sheet, supporting plate is provided on the combination wall column, the supporting plate is equipped with floor, the floor is equipped with aperture, the part superimposed sheet end is arranged on the supporting plate, is equipped in the aperture and wears muscle, the reinforcing bar on the part superimposed sheet by it is described wear muscle side and extend to described wear muscle and combined between wall column with described.The joint structure can cancel reserved protruding bar, transport easy to process.
Description
Technical field
The present invention relates to technical field of buildings more particularly to a kind of local superimposed sheet and faced wall column connected node to construct.
Background technique
Local superimposed sheet and be partially filled with faced wall, column be assembled architecture engineering field novel part component,
Connecting node does not have relevant design specification, standard or atlas temporarily.In some research datas, above-mentioned connecting node is floor steel
Muscle, which passes through to be partially filled with faced wall, column or floor bar and be welded in, is partially filled with faced wall, on column steel plate.Both schemes
Reserved protruding bar length is both needed to meet related specification requirement: overhanging surfacing steel bar length not less than 1/4 plate across, for 3m across
The plate of degree, then extension about 750mm.Protruding bar reserved in this way leads to prefabricated components, and processing efficiency is low, also increases fortune
Defeated difficulty and finished product protection difficulty.
Summary of the invention
The present invention provides a kind of local superimposed sheets and faced wall column connected node to construct, and can cancel reserved protruding bar,
Transport easy to process.
In order to reach the purpose, the present invention adopts the following technical scheme:
A kind of part superimposed sheet and faced wall column connected node construct, including combination wall column and local superimposed sheet, the faced wall
Supporting plate is provided on column, the supporting plate is equipped with floor, and the floor is equipped with aperture, and part superimposed sheet end setting exists
On the supporting plate, be equipped in the aperture and wear muscle, the reinforcing bar on the part superimposed sheet by it is described wear muscle side extend to it is described
Muscle is worn to combine between wall column with described.
As a preference, the combination wall column includes web and the wing plate positioned at the web end, the wing plate with
Concrete is filled between the web.
As a preference, the supporting plate welding is arranged on the web.
As a preference, the reinforcing bar extends to the aperture and the combination wall column by the aperture top and bottom
Between.
As a preference, the part superimposed sheet end is equipped with terraced structure, the terraced structure, the supporting plate
Rear pouring concrete is equipped between wall column with described combine.
As a preference, the faced wall column section shape is rectangle or L shape or T shape or cross.
As a preference, the web side is welded with peg.
As a preference, vertically there are two the apertures for setting on the floor.
As a preference, being set on the supporting plate there are six the floor, six floors are symmetricly set on described group
Close wall column two sides.
To sum up, compared with the prior art, the advantages of the present invention are as follows: without reserved protruding bar, transport easy to process；In advance
Superimposed sheet processed is shelved on supporting plate, is not necessarily to temporary support, and installation is convenient and efficient；Using steel ribs and wear on muscle and superimposed sheet
Reinforcing bar cooperation, after-pouring concrete reduces execute-in-place step, construction worker is required it is lower, it is highly-safe.
Detailed description of the invention
Fig. 1 is structural front view of the invention；
Fig. 2 is structure top view of the invention；
Fig. 3 is structure sectional view of the invention.
Label in figure is as follows:
1. combining wall column, 11. webs, 12. wing plates, 13. ribs, 2. supporting plates, 21. floors, 211. apertures, 3. wear muscle, 4. innings
Portion's superimposed sheet, 41. reinforcing bars, 42. terraced structures, pouring concrete after 5., 6. beams.
Specific embodiment
The invention will be further described for middle embodiment with reference to the accompanying drawing.
As shown in Figure 1 to Figure 3 a kind of local superimposed sheet and faced wall column connected node construct, including combination wall column 1 with
Local superimposed sheet 4, combination 1 two sides of wall column are equipped with beam 6.Supporting plate 2 is provided on combination wall column 1, supporting plate 2 is equipped with floor 21, rib
Plate 21 is equipped with aperture 211, is equipped in aperture 211 and wears muscle 3.Local 4 end of superimposed sheet is erected on supporting plate 2, local superimposed sheet 4
On reinforcing bar 41 crossed by wearing 3 upper end of muscle or lower end and worn muscle 3, and to wear muscle 3 with combine 1 middle part side of wall column bend.The node
Reinforcing bar 41 of the construction using floor 21 and the fixed local superimposed sheet 4 of " pin shaft " effect for wearing muscle 3, last casting concrete, thus
Realize that the fixed function to floor, the connecting node eliminate reserved protruding bar 41, improve the processing efficiency of prefabricated component, together
When reduce storage and transport difficulty.Welding is provided with ribs 13 on wing plate 12, and ribs 13 is symmetricly set on 11 liang of web
Side.
Combining wall column 1 includes web 11 and the wing plate 12 positioned at 11 end of web, is filled between wing plate 12 and web 11
Concrete.The welding of supporting plate 2 is arranged on web 11, supporting plate 2 is welded on web 11, after floor 21 is welded on supporting plate 2, then
Filling pours mixed mud.It is set on supporting plate 2 there are six floor 21, six floors 21 are symmetricly set on combination 1 two sides of wall column, floor 21
Welding is arranged on web 11 and ribs 13, and is respectively perpendicular to web 11 and ribs 13.Vertically it is arranged on floor 21
There are two aperture 211, it is equipped in two apertures 211 and wears muscle 3.Reinforcing bar 41 on local superimposed sheet 4 divides for 41 He of top rebars
Bottom reinforcement bars 41, the two are located at 211 the upper side and lower side of aperture, and 41 end of reinforcing bar of two sides partially weighs in the horizontal direction
It closes, to guarantee connective stability.
Local 4 end of superimposed sheet is equipped with terraced structure 42, and terraced structure 42, supporting plate 2 are equipped with combining between wall column 1
Pouring concrete 5 afterwards.The width of the terraced structure 42 is 90mm, and edge to combination 1 side wall of wall column distance is 110mm.Combination
1 cross sectional shape of wall column is rectangle or L shape or T shape or cross, and rectangular section coupled column uses i shaped steel fill concrete shape
At L tee section coupled column can weld fill concrete after forming L shaped steel frame, star section combination for i shaped steel and T-steel
Fill concrete is formed after column can weld across steel skeleton with T-steel or i shaped steel for square hollow section steel.It is adopted in the present embodiment
Wall column 1 is combined with rectangular section, 11 side of web is welded with peg.
Described above is only explanation of the invention, so that those of ordinary skill in the art's can completely implements we
Case, but be not limitation of the present invention, those skilled in the art can according to need after reading this specification to this reality
The modification that example makes not creative contribution is applied, these are all without creative modification, but as long as in right of the invention
All by the protection of Patent Law in claimed range.
Claims (9)
1. a kind of part superimposed sheet and faced wall column connected node construct, it is characterised in that: folded including combination wall column (1) and part
Plywood (4) is provided with supporting plate (2) on the combination wall column (1), and the supporting plate (2) is equipped with floor (21), the floor (21)
It is equipped with aperture (211), is equipped with and wears muscle (3) in the aperture (211), part superimposed sheet (4) end is arranged in the support
On plate (2), reinforcing bar (41) on part superimposed sheet (4) by it is described wear muscle (3) side extend to it is described wear muscle (3) with it is described
It combines between wall column (1).
2. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Combination wall column (1) includes web (11) and the wing plate (12) for being located at the web (11) end, the wing plate (12) and the abdomen
Concrete is filled between plate (11).
3. a kind of local superimposed sheet according to claim 2 and faced wall column connected node construct, it is characterised in that: described
Supporting plate (2) welding is arranged on the web (11).
4. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Reinforcing bar (41) extends to the aperture (211) by the aperture (211) top and bottom and combines between wall column (1) with described.
5. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Local superimposed sheet (4) end is equipped with terraced structure (42), the terraced structure (42), the supporting plate (2) and the combination
Rear pouring concrete (5) are equipped between wall column (1).
6. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Combining wall column (1) cross sectional shape is rectangle or L shape or T shape or cross.
7. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Web (11) side is welded with peg.
8. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
Vertically there are two the aperture (211) for setting on floor (21).
9. a kind of local superimposed sheet according to claim 1 and faced wall column connected node construct, it is characterised in that: described
It is set on supporting plate (2) there are six the floor (21), six floors (21) are symmetricly set on combination wall column (1) two sides.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536371.4A CN110344503B (en) | 2019-06-20 | 2019-06-20 | Local superimposed sheet and combination wall post connected node structure |
| PCT/CN2019/120549 WO2020253098A1 (en) | 2019-06-20 | 2019-11-25 | Construction of connecting joint between local laminated slab and combined wall column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910536371.4A CN110344503B (en) | 2019-06-20 | 2019-06-20 | Local superimposed sheet and combination wall post connected node structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110344503A true CN110344503A (en) | 2019-10-18 |
| CN110344503B CN110344503B (en) | 2020-04-24 |
Family
ID=68182529
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910536371.4A Active CN110344503B (en) | 2019-06-20 | 2019-06-20 | Local superimposed sheet and combination wall post connected node structure |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN110344503B (en) |
| WO (1) | WO2020253098A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020253098A1 (en) * | 2019-06-20 | 2020-12-24 | 浙江大东吴建筑科技有限公司 | Construction of connecting joint between local laminated slab and combined wall column |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3517765A1 (en) * | 1985-01-12 | 1986-07-17 | Geimer, Werner, 6707 Schifferstadt | Prefabricated reinforcement connection and method of connecting two walls by the reinforcement connection |
| CH697491B1 (en) * | 2005-12-13 | 2008-11-14 | Sybaco Ag | Reinforcement connection element for connection of e.g. wall, during building construction, has sleeve whose flange lies on side of strip such that concrete component lies on side while bolt lies on another component |
| CN203361345U (en) * | 2013-07-08 | 2013-12-25 | 同济大学 | Rubber ring perforated plate recombination connecting piece |
| CN205617552U (en) * | 2016-05-03 | 2016-10-05 | 福州大学 | Assembled integrated configuration |
| JP2017025507A (en) * | 2015-07-17 | 2017-02-02 | 株式会社淺沼組 | Column base installation structure for stud of steel structure |
| CN109339244A (en) * | 2018-11-21 | 2019-02-15 | 福建工程学院 | A kind of prefabricated board and shear wall connection structure and construction method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205224288U (en) * | 2015-11-27 | 2016-05-11 | 西安科技大学 | Connection node of reinforced concrete superposed beam and steel pipe column |
| CN110344503B (en) * | 2019-06-20 | 2020-04-24 | 浙江大东吴建筑科技有限公司 | Local superimposed sheet and combination wall post connected node structure |
-
2019
- 2019-06-20 CN CN201910536371.4A patent/CN110344503B/en active Active
- 2019-11-25 WO PCT/CN2019/120549 patent/WO2020253098A1/en active Application Filing
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3517765A1 (en) * | 1985-01-12 | 1986-07-17 | Geimer, Werner, 6707 Schifferstadt | Prefabricated reinforcement connection and method of connecting two walls by the reinforcement connection |
| CH697491B1 (en) * | 2005-12-13 | 2008-11-14 | Sybaco Ag | Reinforcement connection element for connection of e.g. wall, during building construction, has sleeve whose flange lies on side of strip such that concrete component lies on side while bolt lies on another component |
| CN203361345U (en) * | 2013-07-08 | 2013-12-25 | 同济大学 | Rubber ring perforated plate recombination connecting piece |
| JP2017025507A (en) * | 2015-07-17 | 2017-02-02 | 株式会社淺沼組 | Column base installation structure for stud of steel structure |
| CN205617552U (en) * | 2016-05-03 | 2016-10-05 | 福州大学 | Assembled integrated configuration |
| CN109339244A (en) * | 2018-11-21 | 2019-02-15 | 福建工程学院 | A kind of prefabricated board and shear wall connection structure and construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020253098A1 (en) * | 2019-06-20 | 2020-12-24 | 浙江大东吴建筑科技有限公司 | Construction of connecting joint between local laminated slab and combined wall column |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2020253098A1 (en) | 2020-12-24 |
| CN110344503B (en) | 2020-04-24 |
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