CN209653165U - A kind of construction steel structure shear wall - Google Patents
A kind of construction steel structure shear wall Download PDFInfo
- Publication number
- CN209653165U CN209653165U CN201920072777.7U CN201920072777U CN209653165U CN 209653165 U CN209653165 U CN 209653165U CN 201920072777 U CN201920072777 U CN 201920072777U CN 209653165 U CN209653165 U CN 209653165U
- Authority
- CN
- China
- Prior art keywords
- frame
- steel
- groove
- honeycomb
- steel disc
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 128
- 239000010959 steel Substances 0.000 title claims abstract description 128
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 230000002708 enhancing effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of construction steel structure shear walls, including panel, frame, steel disc, honeycomb, four pieces of panels surround a cuboid, cuboid medial surface is equipped with frame, several adjacent triangle bodies are made of multiple steel discs in frame, the intracorporal gap of triangle is by concreting, honeycomb is equipped between two frames in vertical direction, honeycomb is formed by the consistent honeycomb steel pipe combination of several specifications, honeycomb lateral surface and frame flush, honeycomb medial surface is vertically equipped with baffle, steel plate is additionally provided between two adjacent frames, the utility model principle is simple, it is compact-sized, horizontal and vertical face load-carrying ability all with super strength.
Description
Technical field
The utility model relates to shear wall technical field, specially a kind of construction steel structure shear wall.
Background technique
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.It is primarily subjected to wind load in house or structures or earthquake is made
With the wall of caused horizontal loading and vertical load (gravity), prevent structure shear (being cut) from destroying.Also known as seismic structural wall, earthquake resistant wall, one
As be made into armored concrete.Currently, existing construction steel structure shear wall bears transverse load and the ability of longitudinal loading is equal
Have to be hoisted.
Utility model content
The purpose of this utility model is to provide a kind of construction steel structure shear walls, to solve to propose in above-mentioned background technique
The problem of.
To achieve the above object, the utility model provides the following technical solutions: a kind of construction steel structure shear wall, including the
One panel, second panel, third panel, fourth face plate, the first frame, the second frame and third frame, the first panel and
The equal length of second panel, the equal length of the third panel and fourth face plate, the first panel, second panel,
Three panels and fourth face plate surround a hollow rectangle body, and the first panel and second panel are set as long side, described hollow
Cuboid medial surface is equipped with the first frame, and first frame is welded by four blocks of steel plates, and the is equipped in first frame
The upper left corner of one steel disc, third steel disc and the 5th steel disc, first steel disc and the first frame surrounds a right angle trigonometry body, institute
The lower right corner for stating the 5th steel disc and the first frame surrounds a right angle trigonometry body, and the third steel disc is set to the first steel disc and
Between five steel discs, the third steel disc is parallel to each other with the first steel disc, the 5th steel disc, and first steel disc and third steel disc pass through
The connection of second steel disc, the third steel disc and the 5th steel disc are by the connection of the 4th steel disc, first steel disc, the second steel disc, the
Three steel discs, the 4th steel disc, the 5th steel disc and the first frame surround multiple triangle bodies.
Preferably, the first honeycomb, first honeycomb pair are equipped between first frame and the second frame
Face same position is equipped with the second honeycomb, is equipped with third honeycomb between second frame and third frame, and described the
One honeycomb, the second honeycomb and third honeycomb are formed by the consistent honeycomb steel pipe combination of several specifications, institute
The length for stating honeycomb steel pipe is slightly larger than the thickness of first panel, first honeycomb, the second honeycomb, third honeycomb
The lateral surface of structure and the first frame flush, first honeycomb, third honeycomb medial surface be equipped with second baffle,
The medial surface of second honeycomb is equipped with first baffle, and the first baffle and second baffle are to be vertically arranged.
Preferably, it is recessed to be from top to bottom successively arranged the first groove, the second groove and third for the medial surface of the third panel
Slot, the medial surface of the fourth face plate are from top to bottom successively arranged the 4th groove, the 5th groove and the 6th groove, and described first is recessed
Slot and the 4th groove are corresponding, and second groove and the 5th groove are corresponding, and the third groove and the 6th groove are corresponding,
First frame is set in the first groove and the 4th groove, and the first frame both ends are respectively engaged with the first groove and the 4th
In groove；Second frame is set in the second groove and the 5th groove, and second frame both ends are respectively engaged with second
In groove and the 5th groove；In the third frame setting third groove and the 6th groove；And third frame both ends are distinguished
It is connected in third groove and the 6th groove.
Preferably, the first steel plate, and described first are vertically equipped between first frame left end and the second frame left end
Steel plate upper and lower side is respectively engaged in the first frame and the second frame, is hung down between the first frame right end and the second frame right end
It is directly equipped with third steel plate, the third steel plate upper and lower side is respectively engaged in the first frame right end and the second frame, and described second
The second steel plate is vertically equipped between frame left end and third frame left end, the second steel plate upper and lower side is respectively engaged with the second frame
In frame and third frame；The 4th steel plate is vertically equipped between the second frame right end and third frame right end；4th steel
Plate upper and lower side is respectively engaged between the second frame and third frame.
Preferably, the gap between first frame, the second frame and third frame is by concreting；And it is described
It is fixedly connected between concrete and the first frame, the second frame, third frame by peg
Compared with prior art, the utility model has the beneficial effects that
(1) the utility model is equipped with multiple steel discs, steel disc and frame grouped by itself into several triangle bodies, enhancing in frame
The transverse load ability of construction steel structure shear wall.
(2) the utility model is equipped with honeycomb, honeycomb stability with super strength, enhancing between two frames
The longitudinal loading ability of construction steel structure shear wall.
(3) the utility model is vertically equipped with steel plate between two frames, equally enhances construction steel structure shear wall
Longitudinal loading ability.
Detailed description of the invention
Fig. 1 is the utility model horizontal cross-section structure diagram；
Fig. 2 is the utility model longitudinal profile structure schematic.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
The utility model provides a kind of technical solution referring to FIG. 1-2: a kind of construction steel structure shear wall, including first
Panel 1, second panel 2, third panel 3, fourth face plate 4, the first frame 5, the second frame 6 and third frame 7, described first
The equal length of panel 1 and second panel 2, the equal length of the third panel 3 and fourth face plate 4, the first panel 1,
Second panel 2, third panel 3 and fourth face plate 4 surround a hollow rectangle body, and the first panel 1 and second panel 2 are set
It is set to long side, side is equipped with the first frame 5 in the hollow rectangle body, and first frame 5 is welded by four blocks of steel plates, institute
It states and is equipped with the first steel disc 8, third steel disc 10 and the 5th steel disc 12 in the first frame 5, first steel disc 8 and the first frame 5
The upper left corner surrounds a right angle trigonometry body, and the lower right corner of the 5th steel disc 12 and the first frame 5 surrounds a right angle trigonometry body,
The third steel disc 10 is set between the first steel disc 8 and the 5th steel disc 12, the third steel disc 10 and the first steel disc the 8, the 5th
Steel disc 12 is parallel to each other, and first steel disc 8 and third steel disc 10 are connected by the second steel disc 9, the third steel disc 10 and the
Five steel discs 12 are connected by the 4th steel disc 11, first steel disc 8, the second steel disc 9, third steel disc 10, the 4th steel disc 11, the
Five steel discs 12 and the first frame 5 surround multiple triangle bodies, enhance the transverse load ability of construction steel structure shear wall.
In the present embodiment, the first honeycomb 13, the first honeycomb knot are equipped between the first frame 5 and the second frame 6
13 opposite same position of structure is equipped with the second honeycomb 14, and third honeycomb knot is equipped between second frame 6 and third frame 7
Structure 15, first honeycomb 13, the second honeycomb 14 and third honeycomb 15 are by the consistent honeycomb of several specifications
Shape steel pipe combination forms, and the length of the honeycomb steel pipe is slightly larger than the thickness of first panel 1, first honeycomb 13,
Second honeycomb 14, the lateral surface of third honeycomb 15 and the first frame 5 flush, first honeycomb 13, third
The medial surface of honeycomb 15 is equipped with second baffle 17, and the medial surface of second honeycomb 14 is equipped with first baffle 16, institute
Stating first baffle 16 and second baffle 17 is to be vertically arranged.
In the present embodiment, the first steel plate 25 is vertically equipped between 6 left end of 5 left end of the first frame and the second frame, and described
First steel plate, 25 upper and lower side is respectively engaged in the first frame and the second frame 6,5 right end of the first frame and the second frame 6
Third steel plate 27 is vertically equipped between right end, 27 upper and lower side of third steel plate is respectively engaged with 5 right end of the first frame and second
In frame 6, the second steel plate 26, second steel plate 26 are vertically equipped between 6 left end of the second frame and 7 left end of third frame
Upper and lower side is respectively engaged in the second frame 6 and third frame 7；It hangs down between second frame, 6 right end and 7 right end of third frame
Directly it is equipped with the 4th steel plate 28；4th steel plate, 28 upper and lower side is respectively engaged between the second frame 6 and third frame 7.
In the present embodiment, it is vertically equipped with the first steel plate 25 between 6 left end of 5 left end of the first frame and the second frame, described the
Third steel plate 27,6 left end of the second frame and third frame 7 are vertically equipped between 6 right end of one frame, 5 right end and the second frame
It is vertically equipped with the second steel plate 26 between left end, the 4th steel is vertically equipped between 6 right end of the second frame and 7 right end of third frame
Plate 28 enhances the longitudinal loading ability of construction steel structure shear wall.
In the present embodiment, the gap between the first frame 5, the second frame 6 and third frame 7 is poured by concrete 18；
And be fixedly connected between the concrete 18 and the first frame 5, the second frame 6, third frame 7 by peg, connected by peg
It connects, fastness can be further enhanced.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (5)
1. a kind of construction steel structure shear wall, including first panel (1), second panel (2), third panel (3), fourth face plate
(4), the first frame (5), the second frame (6) and third frame (7), it is characterised in that: the first panel (1) and second panel
(2) equal length, the equal length of the third panel (3) and fourth face plate (4), the first panel (1), second panel
(2), third panel (3) and fourth face plate (4) surround a hollow rectangle body, and the first panel (1) and second panel (2) are set
Be set to long side, side is equipped with the first frame (5) in the hollow rectangle body, first frame (5) welded by four blocks of steel plates and
At equipped with the first steel disc (8), third steel disc (10) and the 5th steel disc (12), first steel disc in first frame (5)
(8) and the upper left corner of the first frame (5) surrounds a right angle trigonometry body, the right side of the 5th steel disc (12) and the first frame (5)
Inferior horn surrounds a right angle trigonometry body, and the third steel disc (10) is set between the first steel disc (8) and the 5th steel disc (12), institute
It states third steel disc (10) to be parallel to each other with the first steel disc (8), the 5th steel disc (12), first steel disc (8) and third steel disc
(10) it is connected by the second steel disc (9), the third steel disc (10) and the 5th steel disc (12) are connected by the 4th steel disc (11), institute
State the first steel disc (8), the second steel disc (9), third steel disc (10), the 4th steel disc (11), the 5th steel disc (12) and the first frame (5)
Surround multiple triangle bodies.
2. a kind of construction steel structure shear wall according to claim 1, it is characterised in that: first frame (5) and
The first honeycomb (13) are equipped between two frames (6), the first honeycomb (13) opposite same position is equipped with the second bee
Nest structure (14) is equipped with third honeycomb (15) between second frame (6) and third frame (7), first honeycomb
Structure (13), the second honeycomb (14) and third honeycomb (15) by the consistent honeycomb steel pipe combination of several specifications and
At the length of the honeycomb steel pipe is slightly larger than the thickness of first panel (1), first honeycomb (13), the second honeycomb
Structure (14), the lateral surface of third honeycomb (15) and the first frame (5) flush, first honeycomb (13), third
The medial surface of honeycomb (15) is equipped with second baffle (17), and the medial surface of second honeycomb (14) is equipped with first baffle
(16), the first baffle (16) and second baffle (17) are to be vertically arranged.
3. a kind of construction steel structure shear wall according to claim 1, it is characterised in that: the third panel (3) it is interior
Side is from top to bottom successively arranged the first groove (19), the second groove (20) and third groove (21), the fourth face plate (4)
Medial surface is from top to bottom successively arranged the 4th groove (22), the 5th groove (23) and the 6th groove (24), first groove
(19) and the 4th groove (22) is corresponding, and second groove (20) and the 5th groove (23) are corresponding, the third groove
(21) and the 6th groove (24) is corresponding, and first frame (5) is set in the first groove (19) and the 4th groove (22), and
First frame (5) both ends are respectively engaged in the first groove (19) and the 4th groove (22)；Second frame (6) is set to
In two grooves (20) and the 5th groove (23), the second frame (6) both ends are respectively engaged with the second groove (20) and the 5th recessed
In slot (23)；In third frame (7) setting third groove (21) and the 6th groove (24)；And the third frame (7) two
End is respectively engaged in third groove (21) and the 6th groove (24).
4. a kind of construction steel structure shear wall according to claim 3, it is characterised in that: the first frame (5) left end
And second be vertically equipped with the first steel plate (25) between frame (6) left end, and first steel plate (25) upper and lower side is respectively engaged with
In first frame and the second frame (6), third is vertically equipped between the first frame (5) right end and the second frame (6) right end
Steel plate (27), third steel plate (27) upper and lower side is respectively engaged in the first frame (5) right end and the second frame (6), described
The second steel plate (26) vertically are equipped between second frame (6) left end and third frame (7) left end, second steel plate (26) is up and down
End is respectively engaged in the second frame (6) and third frame (7)；Second frame (6) right end and third frame (7) right end it
Between vertically be equipped with the 4th steel plate (28)；4th steel plate (28) upper and lower side is respectively engaged with the second frame (6) and third frame
(7) between.
5. a kind of construction steel structure shear wall according to claim 1, it is characterised in that: first frame (5), second
Gap between frame (6) and third frame (7) is poured by concrete (18)；And the concrete (18) and the first frame
(5), the second frame (6), third frame are fixedly connected between (7) by peg.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920072777.7U CN209653165U (en) | 2019-01-17 | 2019-01-17 | A kind of construction steel structure shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920072777.7U CN209653165U (en) | 2019-01-17 | 2019-01-17 | A kind of construction steel structure shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209653165U true CN209653165U (en) | 2019-11-19 |
Family
ID=68521306
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920072777.7U Expired - Fee Related CN209653165U (en) | 2019-01-17 | 2019-01-17 | A kind of construction steel structure shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209653165U (en) |
-
2019
- 2019-01-17 CN CN201920072777.7U patent/CN209653165U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205637235U (en) | Novel steel sheet - concrete compound shear wall structure | |
| CN207376884U (en) | Splicing partition wall body with sash | |
| CN209653165U (en) | A kind of construction steel structure shear wall | |
| CN203403558U (en) | Shear wall | |
| CN2934421Y (en) | Wall made of concrete hollow panel | |
| CN202370152U (en) | Non-run-through hollow brick for resisting earthquake by shear check block | |
| CN205171997U (en) | Concrete structure holds in palm on early system top of tearing open | |
| CN210216816U (en) | Anti-seismic concrete wall | |
| CN210195034U (en) | Ribbed thin-wall box beam and building comprising same | |
| CN102767294A (en) | Reinforcement method for improving seismic capacity of masonry structure by wall surface steel supports | |
| CN204282643U (en) | A kind of bending resistance, the steel plate box ellbeam that antitorque and anti-distortion ability is strong | |
| CN203546908U (en) | Assembly type building wall beam stable connection structure | |
| CN206128678U (en) | Precast floorslab reinforcing structure | |
| CN207499408U (en) | Hanging plate is constructed with the one-time formed formwork reinforcement of beam column under beam | |
| CN205907851U (en) | Embedded perfobond strip concrete compound shear wall | |
| WO2014131332A1 (en) | Mobile crane base | |
| CN206529934U (en) | A kind of fabricated shear wall edge member | |
| CN211473438U (en) | Light steel structure hanging beam suspension device | |
| CN205955177U (en) | Novel construct dedicated aluminum alloy template | |
| CN209090314U (en) | Frame-type cubbyhole | |
| CN204919872U (en) | Shear force wall transform structure | |
| CN204491903U (en) | Built-in for the split type combined concrete shear wall of concrete steel plate | |
| CN216380095U (en) | Steel beam dry hanging dismounting-free template composite heat insulation structure | |
| CN216787528U (en) | Waterproof prefabricated superimposed sheet type shear wall structure | |
| CN220949001U (en) | Precast slab stacking rack |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191119 |