CN209760527U - Steel structure shear wall - Google Patents
Steel structure shear wall Download PDFInfo
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- CN209760527U CN209760527U CN201920349261.2U CN201920349261U CN209760527U CN 209760527 U CN209760527 U CN 209760527U CN 201920349261 U CN201920349261 U CN 201920349261U CN 209760527 U CN209760527 U CN 209760527U
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- bottom plate
- fixed
- cover plate
- fixing
- pmkd
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Abstract
The utility model provides a steel construction shear force wall, including PMKD, PMKD is all around through portable frame and apron connection, respectively be provided with adjustable support column on the PMKD both sides in the portable frame, adjustable support column is including setting up the fixed block on PMKD, be equipped with the holding tank in the fixed block, multiunit fixing hole has been laid along vertical evenly to the holding tank, be provided with the connecting block with holding tank sliding connection in the holding tank, support column one end and apron connection, the support column other end passes the fixed block and is connected with the connecting block in the holding tank, the connecting block is through the locking post and the fixed block fixed connection who passes fixing hole, portable frame and apron include with PMKD sliding connection's horizontal cardboard and vertical cardboard, set up on. The utility model provides a steel construction shear force wall can solve the poor, long problem of engineering time of anti-seismic performance, has reduced the transverse force and the vertical atress of wall body, and anti-seismic performance is good, and fixed firm, convenient to detach practice thrift construction cost.
Description
Technical Field
The utility model belongs to the technical field of steel construction building element technique and specifically relates to a steel construction shear force wall.
background
the traditional shear wall structure is characterized in that a reinforced concrete wall panel is used for replacing beam columns in a frame structure to bear internal force caused by various loads and effectively control horizontal force of the structure, the structure which uses the reinforced concrete wall panel to bear vertical and horizontal force is called a shear wall structure, the shear wall structure is applied in a large number in a high-rise building, when the wall body is in a proper position in the building, the shear wall structure can form a structural system which effectively resists horizontal action and can also play a role in dividing space, the height of the structural wall is generally equal to the height of the whole building, the height of the structural wall can reach dozens of meters or more than 100 meters from a foundation to a roof, the width of the structural wall is determined according to the arrangement of a building plane (generally from a few meters to ten meters), relatively speaking, the thickness of the structural wall is very thin, generally from 200 mm to 300mm, the minimum is only 160mm, therefore, the rigidity of the structural wall in the wall body plane is very high, the rigidity of the structural wall body is very low, the rigidity of the wall body outside the wall body plane can generally be very low, the weight of the steel column on the building, the steel column is generally distributed to the structural wall, the structural wall structure has a great shock resistance, the construction cost is generally ignored, the weight of a great shock of a steel column is tested by a continuous shock-vibration-shock-resistant continuous shock-resistant construction method, and the construction of a steel column construction method which is used for a steel column-suspension.
Disclosure of Invention
The utility model aims to solve the technical problem that a steel construction shear force wall is provided, can solve the problem that anti-seismic performance is poor, the engineering time is long, has reduced the transverse force and the vertical atress of wall body, and anti-seismic performance is good, and fixed firm, convenient to detach practice thrift construction cost.
in order to solve the technical problem, the utility model discloses the technical scheme who adopts is: the utility model provides a steel construction shear force wall, including PMKD, PMKD is all around through portable frame and apron connection, respectively be provided with adjustable support column on the PMKD both sides in the portable frame, adjustable support column is including setting up the fixed block on PMKD, be equipped with the holding tank in the fixed block, multiunit fixing hole has been laid along vertical evenly to the holding tank, be provided with the connecting block with holding tank sliding connection in the holding tank, support column one end and apron connection, the support column other end passes the fixed block and is connected with the connecting block in the holding tank, the connecting block is through the locking post and the fixed block fixed connection who passes fixing hole, portable frame and apron include with PMKD sliding connection's horizontal cardboard and vertical cardboard, set up on.
The movable type frame is characterized in that a bottom plate fixing groove is formed in a fixed bottom plate in the movable type frame, an cover plate fixing groove matched with the bottom plate fixing groove is formed in the lower surface of the cover plate, one end of at least one supporting rod is connected with the inner side wall of the bottom plate fixing groove, and the other end of the supporting rod is connected with the cover plate fixing groove.
At least one group of steel bar fixing plates are arranged between the fixed bottom plate and the cover plate and each steel bar fixing plate is composed of two L-shaped steel rib plates matched with each other.
Two sides of the two transverse clamping plates are respectively provided with an insulation board for connecting the fixed bottom plate and the cover plate.
A decorative plate is arranged on the outer side of one heat insulation plate.
The utility model provides a steel construction shear force wall, cooperation through between each part, when needs use the shear force wall, at first place PMKD in the position that is fit for, then adjust the height of apron through the locking post, thereby control the height of shear force wall, the fixed back that finishes, can insert PMKD and apron respectively with horizontal cardboard and vertical cardboard, form an airtight space, then can pour the concrete from the mouth of pouring at apron top, easy operation is convenient, it is convenient to dismantle, practice thrift construction cost, reduce construction period, setting through bracing piece and fixed steel bar plate, it is more firm to make the apron fixed, the transverse force and the vertical atress of wall body have been reduced, make this shear force wall anti-seismic performance good, reached fixed firm, anti-seismic performance is good and convenient to detach's purpose.
Drawings
The invention will be further explained with reference to the following figures and examples:
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a front sectional view of the present invention;
Fig. 3 is a left side view of the present invention;
Fig. 4 is a top view of the present invention;
FIG. 5 is a schematic view of the cover plate of the present invention;
Fig. 6 is a top view of the fixing base plate of the present invention;
Fig. 7 is a bottom view of the cover plate of the present invention.
Detailed Description
As shown in fig. 1-7, a steel structure shear wall comprises a fixed bottom plate 1, the periphery of the fixed bottom plate 1 is connected with a cover plate 15 through a movable frame, two sides of the fixed bottom plate 1 in the movable frame are respectively provided with an adjustable support column, adjustable support column is including setting up fixed block 8 on PMKD 1, be equipped with holding tank 9 in the fixed block 8, holding tank 9 has vertically evenly laid multiunit fixed orifices 16 along, be provided with in the holding tank 9 with holding tank 9 sliding connection's connecting block 10, 14 one end of support column is connected with apron 15, the support column 14 other end passes fixed block 8 and is connected with the connecting block 10 in the holding tank 9, connecting block 10 is through the locking post 12 and the 8 fixed connection of fixed block that pass fixed orifices 16, portable frame and apron 15 include with 1 sliding connection's of PMKD horizontal cardboard 21 and vertical cardboard 4, the last pouring mouth 18 of having seted up of apron 15.
The transverse clamping plate 21 is connected with the fixed bottom plate 1 in a sliding mode through a transverse sliding groove 20 formed in the fixed bottom plate 1, and the longitudinal clamping plate 4 is connected with the fixed bottom plate 1 in a sliding mode through a longitudinal sliding groove 2 formed in the fixed bottom plate 1.
Locking hole 11 has been seted up to one side of connecting block 10, and the inside grafting in locking hole 11 has locking post 12, and locking post 12 outer end has cup jointed locking cap 13, sets up through the cooperation of locking cap 13 with locking post 12, can slide connecting block 10 in the inside of holding tank 9 to when reacing suitable position, fix locking post 12, can adjust the height of apron 15, be applicable to the demand of different wall bodies.
The fixed baseplate 1 in the movable frame is provided with the baseplate fixing groove 3, the lower surface of the cover plate 15 is provided with the cover plate fixing groove 17 matched with the baseplate fixing groove 3, one end of each of the four support rods 5 is connected with the inner side wall of the baseplate fixing groove 3 through the fixing bolt 7 penetrating through the fixing hole 6, and the other end of each support rod 5 is connected with the cover plate fixing groove 17 through the fixing bolt 7 penetrating through the fixing hole 6.
two reinforcing steel bar fixing plates 19 are further arranged between the fixed base plate 1 and the cover plate 15, and the reinforcing steel bar fixing plates 19 are composed of two L-shaped steel rib plates matched with each other.
Two horizontal cardboard 21 both sides respectively are provided with the heated board 22 of connecting PMKD 1 and apron 15, through the setting of heated board 22, can energy-conservation utilize useless, keep warm thermal-insulated, prevent frostbite and characteristics such as ageing-resistant excellent performance check, make the wall body more not fragile, effectively protect personal safety.
a decorative plate 23 is arranged outside one of the heat insulation plates 22.
The working process of the utility model is as follows:
When the shear wall needs to be used, the fixing base plate 1 is firstly placed at a proper position, then the height of the cover plate 15 is adjusted through the locking columns 12, so that the height of the shear wall is controlled, after the fixing is finished, the longitudinal clamping plate 4 and the transverse clamping plate 21 are respectively inserted into the longitudinal sliding groove 2 and the transverse clamping groove 20 to form a closed space, then concrete is poured from a pouring opening 18 at the top of the cover plate 15, the operation is simple and convenient, the disassembly is convenient, the construction cost is saved, the construction period is shortened, the cover plate 15 can be more firmly fixed through the arrangement of the supporting rods 5 and the reinforcing steel bar fixing plate 19, the transverse force and the longitudinal stress of a wall body are reduced, the anti-seismic performance of the shear wall is good, and the purposes of fixing firmness, good anti-seismic performance and convenient disassembly are.
The above embodiments are merely preferred technical solutions of the present invention, and should not be considered as limitations of the present invention, and the features in the embodiments and the examples in the present application may be arbitrarily combined with each other without conflict. The protection scope of the present invention shall be defined by the claims and the technical solutions described in the claims, including the technical features of the equivalent alternatives as the protection scope. Namely, equivalent alterations and modifications within the scope of the invention are also within the scope of the invention.
Claims (5)
1. The utility model provides a steel construction shear force wall, includes PMKD (1), its characterized in that: the periphery of the fixed bottom plate (1) is connected with the cover plate (15) through the movable frame, two sides of the fixed bottom plate (1) in the movable frame are respectively provided with an adjustable supporting column, the adjustable supporting column comprises a fixed block (8) arranged on the fixed bottom plate (1), an accommodating groove (9) is arranged in the fixed block (8), a plurality of groups of fixing through holes (16) are uniformly distributed in the accommodating groove (9) along the longitudinal direction, a connecting block (10) which is in sliding connection with the accommodating groove (9) is arranged in the accommodating groove (9), one end of the supporting column (14) is connected with the cover plate (15), the other end of the supporting column (14) penetrates through the fixed block (8) to be connected with the connecting block (10) in the accommodating groove (9), the connecting block (10) is fixedly connected with the fixed block (8) through a locking column (12) which penetrates through the fixing through holes (16), the movable frame and the cover, the cover plate (15) is provided with a pouring opening (18).
2. The steel structure shear wall of claim 1, wherein: the movable type frame is characterized in that a bottom plate fixing groove (3) is formed in a fixing bottom plate (1) in the movable type frame, a cover plate fixing groove (17) matched with the bottom plate fixing groove (3) is formed in the lower surface of a cover plate (15), one end of at least one supporting rod (5) is connected with the inner side wall of the bottom plate fixing groove (3), and the other end of the supporting rod (5) is connected with the cover plate fixing groove (17).
3. The steel structure shear wall of claim 1, wherein: at least one group of steel bar fixing plates (19) are further arranged between the fixed bottom plate (1) and the cover plate (15), and each steel bar fixing plate (19) is composed of two L-shaped steel rib plates matched with each other.
4. The steel structure shear wall of claim 1, wherein: two sides of the two transverse clamping plates (21) are respectively provided with an insulation board (22) which is used for connecting the fixed bottom plate (1) and the cover plate (15).
5. The steel structure shear wall of claim 4, wherein: a decorative plate (23) is arranged on the outer side of one heat insulation plate (22).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920349261.2U CN209760527U (en) | 2019-03-19 | 2019-03-19 | Steel structure shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920349261.2U CN209760527U (en) | 2019-03-19 | 2019-03-19 | Steel structure shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209760527U true CN209760527U (en) | 2019-12-10 |
Family
ID=68755482
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920349261.2U Active CN209760527U (en) | 2019-03-19 | 2019-03-19 | Steel structure shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209760527U (en) |
-
2019
- 2019-03-19 CN CN201920349261.2U patent/CN209760527U/en active Active
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