CN206625402U - A kind of side intersection of cracking is put more energy into profiled sheet shear wall - Google Patents
A kind of side intersection of cracking is put more energy into profiled sheet shear wall Download PDFInfo
- Publication number
- CN206625402U CN206625402U CN201621104381.9U CN201621104381U CN206625402U CN 206625402 U CN206625402 U CN 206625402U CN 201621104381 U CN201621104381 U CN 201621104381U CN 206625402 U CN206625402 U CN 206625402U
- Authority
- CN
- China
- Prior art keywords
- edge frame
- steel plate
- profiled sheet
- steel
- reinforcing rib
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a kind of side intersection of cracking to be put more energy into profiled sheet shear wall, including the embedded steel plate being arranged in edge frame, embedded that vertical or horizontal end plate is provided between steel plate and edge frame, and gap is provided between edge frame trestle and longitudinal end plate；Embedded steel plate uses profiled sheet of the ripple direction for vertical direction, and the two sides of embedded steel plate is respectively connected with a formed steel reinforcing rib, wherein a formed steel reinforcing rib arranges that two formed steel reinforcing ribs are mutually perpendicular to according to horizontal line in the direction of 45 ° of angles.The utility model, which embeds steel plate, has larger vertical rigidity；Gap between end plate and edge frame trestle can not only eliminate embedded steel plate to the issuable additional bending moment of edge frame column, and can discharge profiled sheet side dimension error；The formed steel reinforcing rib of arranged crosswise constrains the relative position in ripple profiled sheet ripple plane；Assembled anti-side component is may be designed to, assembled in situ degree greatly improves, and reduces the workload of site operation.
Description
Technical field
It the utility model is related to a kind of efficient lateral force resisting system, more particularly to a kind of steel plate shear force wall.
Background technology
The anti-seismic performance of building structure depends primarily on the Lateral Resistant System of structure, and Lateral Resistant System efficiently, economic
The always key issue of steel structure earthquake-resistant research and design.Since the 1970s, steel plate shear force wall is as a kind of efficient
Lateral force resisting system obtains increasing research concern, in addition to the construction applied to new construction, it may also be used for needs to repair after shaking
Building system reinforcing.
Compared with traditional Lateral Resistant System, steel plate shear force wall has following advantages：1) initial stiffness is big, and ductility is good, power consumption
Ability is strong；2) it is in light weight, dead load can be effectively reduced, reduces seismic response and builds to foundation engineering expense；3) thickness is small, can
Effective usable floor area is built in increase；4) it is easy for construction, can improve built speed, reduce construction costs, and facilitate site inspection and
Quality control；5) need not be covered with whole post away from, can conveniently arrangement door-window opening；6) climate environment influences small, especially some
Cold district uses will be more practical effective.
Using the building of steel plate shear force wall, the Sylmar Hotel (6 layers) of Los Angeles,U.S and the gift of Japan Kobe city
Hall (35 layers), show good mechanical property under actual seismic test, it was demonstrated that steel plate shear wall structure system can have
Effect, which slows down, builds be subjected to earthquake.
Steel plate shear force wall, as embedded steel plate, can be significantly increased the Out-of Plane Stiffness of plate, improve structure using profiled sheet
Initial stiffness and shear-carrying capacity, and with the advantages of power consumption hysteretic loop is full, anti-seismic performance is good.Adjust profiled sheet section
The physical dimension of waveform, it can effectively adjust profiled sheet shear wall mechanical property.Simultaneously under lateral loads, profiled sheet is cut
Power panel not flexing within the walls, the then additional bending moment in the absence of pulling force field to framework.
Existing profiled sheet shear wall structure uses die mould ripple direction to embed steel plate for horizontal direction more, with embedded steel
What Lamb wave line side was connected is frame column.During profiled sheet shear wall structure undertakes side direction horizontal load, Lamb wave is embedded
The shear flow of line edge waveform has significant weakening for framework mechanical property, and frame can be made when especially ripple side is connected with frame column
Trestle produces Stiffness Deterioration phenomenon, therefore structure type now needs to improve.
Meanwhile existing profiled sheet shear wall structure has higher because it embeds the larger Out-of Plane Stiffness of steel plate
Buckling Loads.The buckling mode of profiled sheet shear wall includes in the plane of embedded steel plate and out-of-plane deformation, in plane
Deformation includes the stretching and compression of profiled sheet ripple.Profiled sheet shear wall structure can change after flexing occurs for embedded steel plate
Become original full shearing anti-side working mechanism, and then the decline of bearing capacity occur, influence the overall anti-seismic performance of structure.
Utility model content
For problems of the prior art, the utility model provides a kind of side intersection profiled sheet of putting more energy into that cracks and cut
Power wall.
In order to solve the above-mentioned technical problem, the utility model proposes a kind of side crack intersection put more energy into profiled sheet shearing
Wall, including the embedded steel plate being arranged in edge frame, the edge frame include the edge frame trestle of side or so arrangement and upper
The edge frame of lower arrangement is set a roof beam in place, and longitudinal end plate, the embedded steel plate and institute are provided between the embedded steel plate and edge frame trestle
State and horizontal end plate be connected between edge frame is set a roof beam in place, be welding between the embedded steel plate and longitudinal end plate and horizontal end plate,
Gap is provided between the edge frame trestle and longitudinal end plate, the edge frame is set a roof beam in place uses high-strength bolt between horizontal end plate
Connection；The embedded steel plate uses ripple profiled sheet of the ripple direction for vertical direction, and the two sides of the embedded steel plate is divided equally
A formed steel reinforcing rib is not connected with, wherein a formed steel reinforcing rib is arranged according to horizontal line in the direction of 45 ° of angles, two
Formed steel reinforcing rib is mutually perpendicular to, and the formed steel reinforcing rib is hot-rolled steel channel, hot-rolled angle steel, cold-formed thin-walled C steel and cold bending thin wall Z
One kind in shaped steel, between the formed steel reinforcing rib and the embedded steel plate using high-strength bolt connect, the embedded steel plate with
The connecting portion of formed steel reinforcing rib is the flat segments of crest on the ripple profiled sheet face, the formed steel reinforcing rib and embedded steel plate
Connecting portion is the edge of a wing or the web of formed steel reinforcing rib.
Compared with prior art, the beneficial effects of the utility model are：
Ripple profiled sheet is used due to embedding steel plate in the utility model, and ripple direction is vertical direction, it is therefore, interior
Embedding steel plate has a larger vertical rigidity, ensure embedded steel plate and edge frame it is synchronous install and use during will not be due to
The effect of vertical load produces moderate finite deformation.
The straight flange of ripple profiled sheet and longitudinal end plate connection of both sides, longitudinal end plate and the edge frame trestle of the left and right sides
Between leave gap, embedded steel plate can be eliminated to the issuable additional bending moment of edge frame column, avoid the latter in severe earthquake action
Lower generation Stiffness Deterioration phenomenon, left and right longitudinal direction end plate provide certain support stiffness for profiled sheet, effectively reduce die mould steel
The deformity out of plane of plate.
The formed steel reinforcing rib of arranged crosswise constrains the relative position in ripple profiled sheet ripple plane, while further
The Out-of Plane Stiffness of profiled sheet is added, the Buckling Loads of ripple profiled sheet shear wall is further improved.Formed steel reinforcing rib
Axial tensile capacity, alleviate the deficiency that embedded steel plate Post-buckling capacity declines to a certain extent.
Profiled sheet forms independent assembling anti-side component with four pieces of end plates being connected up and down therewith, passes through height
Upper and lower horizontal end plate is set a roof beam in place to be connected and can complete to install by strength bolt with adjacent edge frame, realizes assembled in situ degree
Greatly improve, reduce the workload of site operation.
Profiled sheet easily produces error in length along ripple side in process, is arranged according to the utility model mode,
The gap release that error leaves in profiled sheet side can be made, do not influence the assembled in situ of embedded steel plate.
Brief description of the drawings
Fig. 1 is that the utility model side is cracked and intersects the front elevation of profiled sheet shear wall of putting more energy into；
Fig. 2 is the shear wall profile of slice location shown in A-A in Fig. 1；
Fig. 3 is the shear wall profile of slice location shown in B-B in Fig. 1；
Fig. 4 is the structure and connection diagram of formed steel reinforcing rib embodiment 1 used in the utility model；
Fig. 5 is the structure and connection diagram of formed steel reinforcing rib embodiment 2 used in the utility model；
Fig. 6 is the structure and connection diagram of formed steel reinforcing rib embodiment 3 used in the utility model；
Fig. 7 is the structure and connection diagram of formed steel reinforcing rib embodiment 4 used in the utility model；
Fig. 8 is the structure and connection diagram of formed steel reinforcing rib embodiment 5 used in the utility model.
In figure：1- edge frame trestles, 2- edge frames are set a roof beam in place, and 3- embeds steel plate, 4- formed steel reinforcing ribs, 41- hot-rolled steel channels,
42- hot-rolled angle steels, 43- cold-formed thin-walled C steels, 44- cold bending thin wall Z-shape steels, 51,52- high-strength bolts, 6- longitudinal directions end plate, 7-
Horizontal end plate, 8- gaps.
Embodiment
Technical solutions of the utility model are described in further detail with specific embodiment below in conjunction with the accompanying drawings, it is described
Only the utility model is explained for specific embodiment, not limiting the utility model.
As shown in Figure 1, Figure 2 and Figure 3, a kind of side of the utility model intersection of cracking is put more energy into profiled sheet shear wall, including
The embedded steel plate 3 being arranged in edge frame, the edge frame include the edge frame trestle 1 of side or so arrangement and arranged up and down
Edge frame set a roof beam in place 2, be provided with longitudinal end plate 6 between the embedded steel plate 3 and edge frame trestle 1, the embedded steel plate 3 with it is described
Edge frame is set a roof beam in place and is connected with horizontal end plate 7 between 2, is weldering between the embedded steel plate 3 and longitudinal end plate 6 and horizontal end plate 7
Connect, gap 8 is provided between the edge frame trestle 1 and longitudinal end plate 7, the edge frame is set a roof beam in place and used between 2 and horizontal end plate
High-strength bolt 52 connects.The embedded steel plate 3 uses ripple profiled sheet of the ripple direction for vertical direction, the profiled sheet
It is less than the steel of the edge frame using steel yield strength.The two sides of the embedded steel plate 3 is respectively connected with a type
Steel ribbed stiffener 4, wherein a formed steel reinforcing rib 4 is arranged according to horizontal line in the direction of 45 ° of angles, two formed steel reinforcing ribs 4
It is mutually perpendicular in the both sides of the ripple profiled sheet.
The formed steel reinforcing rib 4 is hot-rolled steel channel 41, hot-rolled angle steel 42, cold-formed thin-walled C steel 43 and cold bending thin wall Z-shape steel
One kind in 44, connected between the formed steel reinforcing rib 4 and the embedded steel plate 3 using high-strength bolt 51, the embedded steel plate 3
Connecting portion with formed steel reinforcing rib 4 is mutually fitted with the flat segments of crest on the ripple profiled sheet face, and with high-strength spiral shell
Bolt 51 connects.The formed steel reinforcing rib 4 can be selected using the edge of a wing or web and embedded steel plate according to the difference of its concrete shape
3 connections.
Here is the embodiment of 5 kinds of different formed steel reinforcing rib types of attachment.
Embodiment 1：As shown in figure 4, the formed steel reinforcing rib is the hot-rolled steel channel 41 of web connection, the hot-rolled steel channel 41
Web is bonded with the ripple profiled sheet (namely embedded steel plate 3) and is connected both using high-strength bolt A51, the hot rolling groove
Point to the outer direction of plane of the ripple profiled sheet in the edge of a wing of steel 41.
Embodiment 2：As shown in figure 5, the formed steel reinforcing rib is the hot-rolled steel channel 41 of edge of a wing connection, the hot-rolled steel channel 41
The edge of a wing is bonded with the ripple profiled sheet (namely embedded steel plate 3) and is connected both using high-strength bolt A51, the hot rolling groove
The web of steel 41 points to the outer direction of plane of the ripple profiled sheet.
Embodiment 3：As shown in fig. 6, the formed steel reinforcing rib is hot-rolled angle steel 42, the side wing edge of hot-rolled angle steel 42 1 with
The ripple profiled sheet (namely embedded steel plate 3) is bonded and using both high-strength bolt A51 connections, the hot-rolled angle steel 42 is another
One side wing edge points to the outer direction of plane of the ripple profiled sheet.
Embodiment 4：As shown in fig. 7, the formed steel reinforcing rib is cold bending thin wall " C " shaped steel 43, the cold-formed thin-walled C steel
43 edges of a wing are bonded with the ripple profiled sheet (namely embedded steel plate 3) and are connected both using high-strength bolt A51, the clod wash
The web of thin-walled C-shaped steel 43 points to the outer direction of plane of the ripple profiled sheet.
Embodiment 5：As shown in figure 8, the formed steel reinforcing rib is cold bending thin wall " Z " shaped steel 44, the cold bending thin wall Z-shape steel
44 edges of a wing are bonded with the ripple profiled sheet (namely embedded steel plate 3) and are connected both using high-strength bolt A51, the clod wash
The web of thin-walled Z-shape steel 44 points to the outer direction of plane of the ripple profiled sheet.
Although the utility model is described above in conjunction with accompanying drawing, the utility model is not limited to above-mentioned
Embodiment, above-mentioned embodiment is only schematical, rather than restricted, the ordinary skill of this area
Personnel are under enlightenment of the present utility model, in the case where not departing from the utility model aims, can also make many variations, this
Belong within protection of the present utility model.
Claims (2)
1. a kind of side is cracked, intersection is put more energy into profiled sheet shear wall, including the embedded steel plate (3) being arranged in edge frame, institute
The edge frame that stating edge frame includes the edge frame trestle (1) of side or so arrangement and arrange up and down is set a roof beam in place (2), the embedded steel plate
(3) longitudinal end plate (6) is provided between edge frame trestle (1), the embedded steel plate (3) and the edge frame are set a roof beam in place between (2)
It is connected with horizontal end plate (7), it is characterised in that：
Be between the embedded steel plate (3) and longitudinal end plate (6) and horizontal end plate (7) welding, the edge frame trestle (1) with
Gap (8) are provided between longitudinal end plate (7), the edge frame is set a roof beam in place to be connected between (2) and horizontal end plate using high-strength bolt (52)
Connect；
The embedded steel plate (3) uses ripple profiled sheet of the ripple direction for vertical direction, the two sides of the embedded steel plate (3)
A formed steel reinforcing rib (4) is respectively connected with, wherein a formed steel reinforcing rib (4) is according to the side with horizontal line in 45 ° of angles
To arrangement, two formed steel reinforcing ribs (4) are mutually perpendicular to, and the formed steel reinforcing rib (4) is that hot-rolled steel channel, hot-rolled angle steel, clod wash are thin
One kind in wall C-type steel and cold bending thin wall Z-shape steel, using high-strength between the formed steel reinforcing rib (4) and the embedded steel plate (3)
Bolt (51) connects, and the embedded steel plate (3) and the connecting portion of formed steel reinforcing rib (4) are crests on the ripple profiled sheet face
Flat segments, the formed steel reinforcing rib (4) and embedded steel plate (3) connecting portion are the edge of a wing or the web of formed steel reinforcing rib (4).
2. side intersection of cracking is put more energy into profiled sheet shear wall according to claim 1, it is characterised in that the ripple die mould
Steel plate is less than the steel of the edge frame using steel yield strength.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621104381.9U CN206625402U (en) | 2016-09-30 | 2016-09-30 | A kind of side intersection of cracking is put more energy into profiled sheet shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621104381.9U CN206625402U (en) | 2016-09-30 | 2016-09-30 | A kind of side intersection of cracking is put more energy into profiled sheet shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206625402U true CN206625402U (en) | 2017-11-10 |
Family
ID=60213051
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621104381.9U Withdrawn - After Issue CN206625402U (en) | 2016-09-30 | 2016-09-30 | A kind of side intersection of cracking is put more energy into profiled sheet shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206625402U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436969A (en) * | 2016-09-30 | 2017-02-22 | 天津大学 | Intersecting reinforcement profiled steel plate shear wall with broadside slotting |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction method |
| CN110173064A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Crack special-shaped stainless steel ribbed stiffener profiled sheet-regeneration concrete shear force wall for two sides |
| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN114215223A (en) * | 2021-12-07 | 2022-03-22 | 广州大学 | External and internal pressure type steel plate confined recycled concrete shear wall component with frame |
-
2016
- 2016-09-30 CN CN201621104381.9U patent/CN206625402U/en not_active Withdrawn - After Issue
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436969A (en) * | 2016-09-30 | 2017-02-22 | 天津大学 | Intersecting reinforcement profiled steel plate shear wall with broadside slotting |
| CN106436969B (en) * | 2016-09-30 | 2019-05-07 | 天津大学 | A kind of side intersection of cracking is put more energy into profiled sheet shear wall |
| CN110173063A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Punch Square Steel Tubes Truss profiled sheet shear wall and construction method |
| CN110173064A (en) * | 2019-05-30 | 2019-08-27 | 常州工学院 | Crack special-shaped stainless steel ribbed stiffener profiled sheet-regeneration concrete shear force wall for two sides |
| CN113026995A (en) * | 2021-05-26 | 2021-06-25 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN113026995B (en) * | 2021-05-26 | 2021-09-03 | 中国船舶重工集团国际工程有限公司 | Box plate assembly type steel structure integrated wallboard and production process |
| CN114215223A (en) * | 2021-12-07 | 2022-03-22 | 广州大学 | External and internal pressure type steel plate confined recycled concrete shear wall component with frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206625402U (en) | A kind of side intersection of cracking is put more energy into profiled sheet shear wall | |
| CN102296724B (en) | Inclined double-layer folded plate steel plate shear wall | |
| CN108894362B (en) | Assembled grid type thin-wall steel plate recycled concrete combined shear wall and assembling method | |
| CN202108134U (en) | Novel section steel plate shear wall | |
| CN101694110B (en) | Connecting structure of beam column nodes and construction method thereof | |
| CN107190881A (en) | A kind of fabricated shear wall vertical abutment joint mild-steel energy-consumption attachment means | |
| CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
| CN102839769A (en) | Corrugated steel plate composite shear wall | |
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN205840047U (en) | A kind of precast shear wall novel perps attachment structure | |
| CN108589971A (en) | A kind of closed-section steel deck combined concrete shear wall connecting node and production method | |
| CN106836558A (en) | A kind of buckling-restrained steel plate wall Lateral Resistant System of structural construction function integration | |
| CN202108133U (en) | Double-Layer bent-plate steel-plate shear wall structure | |
| CN101566013A (en) | Main factory building structure system for large-scale thermal power plant | |
| CN205296484U (en) | Profiled sheet shear force of partly cracking wall | |
| CN102444224A (en) | Concrete composite shear wall | |
| CN105297886B (en) | Lightweight steel structure building frame system | |
| CN202298983U (en) | Concrete composite shear wall | |
| CN109680796A (en) | High-strength steel frame-overlapping corrugated sheet steel wall anti-side cold formed steel structure | |
| CN106436969B (en) | A kind of side intersection of cracking is put more energy into profiled sheet shear wall | |
| CN105863082B (en) | T shapes run through iris type multi-chamber concrete filled steel tube coupled column steel beam joint and assembly method | |
| CN108755955A (en) | Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall | |
| CN211200025U (en) | Shaped steel and concrete combined bridge | |
| CN208518137U (en) | A kind of closed-section steel deck combined concrete shear wall connecting node | |
| CN210947266U (en) | Combined oblique corrugated steel plate shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 300350 District, Jinnan District, Tianjin Haihe Education Park, 135 beautiful road, Beiyang campus of Tianjin University Patentee after: Tianjin University Address before: 300072 Tianjin City, Nankai District Wei Jin Road No. 92 Patentee before: Tianjin University |
|
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171110 Effective date of abandoning: 20190507 |