CN107178154A - The flexible connection node structure of outer patch masonry wall and steel column - Google Patents
The flexible connection node structure of outer patch masonry wall and steel column Download PDFInfo
- Publication number
- CN107178154A CN107178154A CN201710564208.XA CN201710564208A CN107178154A CN 107178154 A CN107178154 A CN 107178154A CN 201710564208 A CN201710564208 A CN 201710564208A CN 107178154 A CN107178154 A CN 107178154A
- Authority
- CN
- China
- Prior art keywords
- steel column
- outer patch
- masonry wall
- wall
- connecting device
- 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
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 75
- 239000010959 steel Substances 0.000 title claims abstract description 75
- 238000005266 casting Methods 0.000 claims abstract description 5
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000005253 cladding Methods 0.000 claims abstract 2
- 239000003351 stiffener Substances 0.000 claims description 10
- 210000003205 muscle Anatomy 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 238000006073 displacement reaction Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
- E04B1/38—Connections for building structures in general
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The present invention relates to a kind of outer patch masonry wall and the flexible connection node structure of steel column.For steel-structure factory building enclosure wall, masonry enclosure wall should paste block and with post drawknot, should take measures to make the horizontal displacement of wall without prejudice to structure workshop post longitudinal direction.The present invention includes steel column and outer patch masonry wall；Outer patch masonry wall interruption stays groove and is provided with sliding connecting device, and sliding connecting device is fixed on steel column by mechanical snap；Outer patch masonry wall interruption stays casting concrete formation RC Short Beams at groove, and by sliding connecting device cladding wherein.The present invention between outer patch masonry wall and steel column by setting special attachment means; solve the connection of outer patch masonry wall and steel column; significantly improve the stress performance of agent structure; on the premise of wall and the effective drawknot of steel column is ensured; longitudinal Free Transform of wall and steel column can be met, and then effectively protects the safety of agent structure under geological process.
Description
Technical field
The invention belongs to structural steelwork technical field, and in particular to a kind of flexible connection section of outer patch masonry wall and steel column
Point structure.
Background technology
According to《Seismic design provision in building code》(GB5011) non-structural element anti-seismic construction measure requirement in, for steel construction
Factory building enclosure wall, masonry enclosure wall should paste block and with post drawknot, should still take measures to make wall without prejudice to structure workshop post longitudinal direction
Horizontal displacement.At present, engineering circles frequently with mode be that constructional column is set in enclosure wall and steel column intersection, pass through welding
Retaining wall is effectively connected by steel tie with steel column.Such a mode can meet the drawknot requirement of specification wall and steel column, protect
Demonstrate,proved the rigidity outside wall face, but due to steel tie and steel column weld and with after concrete-constituted pile one-piece casting, enclosure wall
Body along longitudinal Free Transform, can not hamper the horizontal displacement of structure workshop post longitudinal direction, with specification " wall without prejudice to structure factory
The requirement of the horizontal displacement of pillars of a house longitudinal direction " is disagreed.
The content of the invention
It is an object of the invention to provide a kind of outer patch masonry wall and the flexible connection node structure of steel column, enclosure wall is being ensured
On the premise of body and the effective drawknot of steel column, longitudinal Free Transform of wall and steel column can be met, geological process is effectively protected
The safety of lower agent structure.
The technical solution adopted in the present invention is：
The flexible connection node structure of outer patch masonry wall and steel column, it is characterised in that：
Including steel column and outer patch masonry wall；
Outer patch masonry wall interruption stays groove and is provided with sliding connecting device, and sliding connecting device is fixed on steel by mechanical snap
Post；
Outer patch masonry wall interruption stays casting concrete formation RC Short Beams at groove, and sliding connecting device is coated into it
In.
Steel column is I-steel, and sliding connecting device is fixed on the edge of a wing of steel column by mechanical snap.
Sliding connecting device includes C-shaped connecting plate, angle steel and bolt；
C-shaped connecting plate is the mechanical snap of sliding connecting device, including two, opening is relative and is symmetricly set in angle steel both sides；C
Shape connecting plate bottom is mutually fixed by bolt with angle steel, and top is stuck on the inside of the edge of a wing of steel column；
It is all provided with leaving deformation gap between steel column top flange on the inside of two C-shaped connecting plates.
C-shaped connecting plate outer upper is welded with L-shaped stiffener.
Polyfluortetraethylene plate is provided with the plane contacted on C-shaped connecting plate with the steel column edge of a wing.
Vertical muscle and stirrup are configured with RC Short Beams.
RC Short Beams are configured with insertion in outer patch masonry wall and socket reinforcing bar.
Steel column web two sides is provided with double-deck stiffener, and double-deck stiffener is located at sliding connecting device both sides.
The present invention has advantages below：
Power transmission of the present invention is clear, construction is simple, tailored appearance, and factory normalization production can be achieved, reality is eliminated to the full extent
The misfitting property of border engineering and calculation assumption, it is ensured that the safety of Structures under Earthquake.
Brief description of the drawings
Fig. 1 is front view of the present invention.
Fig. 2 is elevation of the present invention.
Fig. 3 is attachment means elevation.
Fig. 4 is attachment means end view drawing.
Fig. 5 is the horizontal arrangement of reinforcement of RC Short Beams.
Fig. 6 is RC Short Beams longitudinal reinforcement figure.
Fig. 7 is C-shaped connecting board structure figure.
Fig. 8 is steel angle structure figure.
In figure, 1- steel columns, 2- outer patch masonry walls, 3- sliding connecting devices, 4- RC Short Beams, 5- bilayers are put more energy into
Plate, 6- polyfluortetraethylene plates, 7-C shape connecting plates, 8-L shape stiffeners, 9- angle steel, 10- deformation gaps, 11- bolts, 12- indulges muscle,
13- stirrups, 14- sockets reinforcing bar.
Embodiment
With reference to embodiment, the present invention will be described in detail.
The present invention relates to a kind of outer patch masonry wall and the flexible connection node structure of steel column, by outer patch masonry wall and steel
Intercolumniation sets special attachment means, solves the connection of outer patch masonry wall and steel column, significantly improve agent structure by
Power performance, on the premise of wall and the effective drawknot of steel column is ensured, can meet longitudinal Free Transform of wall and steel column, Jin Eryou
The safety of agent structure under effect ground protection geological process.Specifically include steel column 1 and outer patch masonry wall 2；The interruption of outer patch masonry wall 2 is stayed
Groove is simultaneously provided with sliding connecting device 3, and sliding connecting device 3 is fixed on steel column 1 by mechanical snap；Outer patch masonry wall 2 is interrupted
Casting concrete formation RC Short Beams 4 at groove are stayed, and sliding connecting device 3 is coated wherein.
Steel column 1 is I-steel, and sliding connecting device 3 is fixed on the edge of a wing of steel column 1 by mechanical snap.
Sliding connecting device 3 includes C-shaped connecting plate 7, angle steel 9 and bolt 11；C-shaped connecting plate 7 is sliding connecting device 3
Mechanical snap, including two, opening is relative and is symmetricly set in the both sides of angle steel 9；The bottom of C-shaped connecting plate 7 passes through bolt 11 and angle
Steel 9 is mutually fixed, and top is stuck on the inside of the edge of a wing of steel column 1；It is all provided with staying between two inner sides of C-shaped connecting plate 7 and the top flange of steel column 1
There is deformation gap 10.The outer upper of C-shaped connecting plate 7 is welded with L-shaped stiffener 8.Contacted on C-shaped connecting plate 7 with the edge of a wing of steel column 1
Polyfluortetraethylene plate 6 is provided with plane.Using polyfluortetraethylene plate 6 there is the characteristic of very low-friction coefficient to realize to slide without friction
Dynamic, the big I of deformation gap 10 is adjusted by changing the size of C-shaped connecting plate 7, so as to realize certain slip deformation
Ability.The present invention realizes the Free Transform between outer patch masonry wall and steel column by polyfluortetraethylene plate 6 and deformation gap 10.
Vertical muscle 12 and stirrup 13 are configured with RC Short Beams 4.In RC Short Beams 4 and outer patch masonry wall 2
Insertion, which is configured with, sockets reinforcing bar 14.
The web two sides of steel column 1 is provided with double-deck stiffener 5, and double-deck stiffener 5 is located at the both sides of sliding connecting device 3, with
Improve local stability of the steel column under load.
Present disclosure is not limited to cited by embodiment, and those of ordinary skill in the art are by reading description of the invention
And any equivalent conversion taken technical solution of the present invention, it is that claim of the invention is covered.
Claims (8)
1. the flexible connection node structure of outer patch masonry wall and steel column, it is characterised in that：
Including steel column（1）With outer patch masonry wall（2）；
Outer patch masonry wall（2）Interruption stays groove and is provided with sliding connecting device（3）, sliding connecting device（3）Pass through mechanical snap
It is fixed on steel column（1）；
Outer patch masonry wall（2）Interruption stays casting concrete formation RC Short Beams at groove（4）, and by sliding connecting device
（3）Cladding is wherein.
2. the flexible connection node structure of outer patch masonry wall according to claim 1 and steel column, it is characterised in that：
Steel column（1）For I-steel, sliding connecting device（3）Steel column is fixed on by mechanical snap（1）The edge of a wing.
3. the flexible connection node structure of outer patch masonry wall according to claim 2 and steel column, it is characterised in that：
Sliding connecting device（3）Including C-shaped connecting plate（7）, angle steel（9）And bolt（11）；
C-shaped connecting plate（7）For sliding connecting device（3）Mechanical snap, including two, opening is relative and is symmetricly set in angle steel
（9）Both sides；C-shaped connecting plate（7）Bottom passes through bolt（11）With angle steel（9）Mutually fixed, top is stuck in steel column（1）The edge of a wing in
Side；
Two C-shaped connecting plates（7）Inner side and steel column（1）It is all provided with leaving deformation gap between top flange（10）.
4. the flexible connection node structure of outer patch masonry wall according to claim 3 and steel column, it is characterised in that：
C-shaped connecting plate（7）Outer upper is welded with L-shaped stiffener（8）.
5. the flexible connection node structure of outer patch masonry wall according to claim 3 and steel column, it is characterised in that：
C-shaped connecting plate（7）Upper and steel column（1）Polyfluortetraethylene plate is provided with the plane of edge of a wing contact（6）.
6. the flexible connection node structure of outer patch masonry wall according to claim 1 and steel column, it is characterised in that：
RC Short Beams（4）Inside it is configured with vertical muscle（12）And stirrup（13）.
7. the flexible connection node structure of outer patch masonry wall according to claim 1 and steel column, it is characterised in that：
RC Short Beams（4）With outer patch masonry wall（2）Interior insertion, which is configured with, sockets reinforcing bar（14）.
8. the flexible connection node structure of outer patch masonry wall according to claim 2 and steel column, it is characterised in that：
Steel column（1）Web two sides is provided with double-deck stiffener（5）, double-deck stiffener（5）Positioned at sliding connecting device（3）Two
Side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710564208.XA CN107178154A (en) | 2017-07-12 | 2017-07-12 | The flexible connection node structure of outer patch masonry wall and steel column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710564208.XA CN107178154A (en) | 2017-07-12 | 2017-07-12 | The flexible connection node structure of outer patch masonry wall and steel column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107178154A true CN107178154A (en) | 2017-09-19 |
Family
ID=59837604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710564208.XA Pending CN107178154A (en) | 2017-07-12 | 2017-07-12 | The flexible connection node structure of outer patch masonry wall and steel column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107178154A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344497A (en) * | 2018-04-03 | 2019-10-18 | 保定市建筑设计院有限公司 | A kind of portal-rigid frames light house |
| CN111236467A (en) * | 2020-01-08 | 2020-06-05 | 鸿厦建设有限公司 | Construction method for one-step forming of steel structure and masonry |
| CN111809741A (en) * | 2020-08-02 | 2020-10-23 | 京山俊平机电科技有限公司 | Connecting device for concrete outer wall and steel structure building |
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| US20080017780A1 (en) * | 2006-07-19 | 2008-01-24 | Downey Paul C | Energy transmission control mount |
| CN204418390U (en) * | 2015-01-07 | 2015-06-24 | 合肥建工集团有限公司 | Constructional column and steel column sliding connecting device |
| CN104763081A (en) * | 2015-03-31 | 2015-07-08 | 四川电力设计咨询有限责任公司 | Flexible masonry filler wall and concrete structure connecting structure |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| CN105821974A (en) * | 2016-03-24 | 2016-08-03 | 沈阳建筑大学 | Device and method for flexible connection between masonry filler wall and main body frame |
| CN207110058U (en) * | 2017-07-12 | 2018-03-16 | 中铁第一勘察设计院集团有限公司 | A kind of flexible connection node structure of outer patch masonry wall and steel column |
-
2017
- 2017-07-12 CN CN201710564208.XA patent/CN107178154A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080017780A1 (en) * | 2006-07-19 | 2008-01-24 | Downey Paul C | Energy transmission control mount |
| CN204418390U (en) * | 2015-01-07 | 2015-06-24 | 合肥建工集团有限公司 | Constructional column and steel column sliding connecting device |
| CN104763081A (en) * | 2015-03-31 | 2015-07-08 | 四川电力设计咨询有限责任公司 | Flexible masonry filler wall and concrete structure connecting structure |
| CN105821974A (en) * | 2016-03-24 | 2016-08-03 | 沈阳建筑大学 | Device and method for flexible connection between masonry filler wall and main body frame |
| CN105649212A (en) * | 2016-04-06 | 2016-06-08 | 沈阳建筑大学 | Flexible connection device for masonry filler wall and main body frame and building method of filler wall |
| CN207110058U (en) * | 2017-07-12 | 2018-03-16 | 中铁第一勘察设计院集团有限公司 | A kind of flexible connection node structure of outer patch masonry wall and steel column |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110344497A (en) * | 2018-04-03 | 2019-10-18 | 保定市建筑设计院有限公司 | A kind of portal-rigid frames light house |
| CN110344497B (en) * | 2018-04-03 | 2024-03-22 | 保定市建筑设计院有限公司 | Light house with portal rigid frame |
| CN111236467A (en) * | 2020-01-08 | 2020-06-05 | 鸿厦建设有限公司 | Construction method for one-step forming of steel structure and masonry |
| CN111809741A (en) * | 2020-08-02 | 2020-10-23 | 京山俊平机电科技有限公司 | Connecting device for concrete outer wall and steel structure building |
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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: 20170919 |
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| RJ01 | Rejection of invention patent application after publication |