CN207228403U - A kind of steel plate shear force wall plate equipped with ribbed stiffener - Google Patents
A kind of steel plate shear force wall plate equipped with ribbed stiffener Download PDFInfo
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- CN207228403U CN207228403U CN201720792291.1U CN201720792291U CN207228403U CN 207228403 U CN207228403 U CN 207228403U CN 201720792291 U CN201720792291 U CN 201720792291U CN 207228403 U CN207228403 U CN 207228403U
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- steel plate
- ribbed stiffener
- shear force
- force wall
- ribbed
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Abstract
A kind of steel plate shear force wall plate equipped with ribbed stiffener is the utility model is related to, belongs to assembled architecture field.The steel plate that the body of steel plate shear force wall plate is equipped with some bolts hole by edge is formed, the single or double of steel plate is equipped with some ribbed stiffeners, ribbed stiffener is laterally set or longitudinally disposed or set using chi structure in length and breadth, the shape of cross section of ribbed stiffener is vertical bar type, I-shaped, T fonts, L-type or it is U-shaped in one or more of combinations.Steel plate shear force wall plate provided by the utility model with ribbed stiffener, in building construction available for steel frame shear wall system, the different bearer power of wallboard is realized in single, double surface setting of shape design, ribbed stiffener by varying ribbed stiffener etc., the anti-flexion capabilities of wallboard can be increased, and using the connection of bolt and column, beam, it is simple in structure, it is easy to assembly.
Description
Technical field
A kind of steel plate shear force wall plate equipped with ribbed stiffener is the utility model is related to, belongs to assembled architecture field.
Background technology
Assembled architecture is to be assembled by various prefabricated boards by different connection modes, has short construction period, tears open
The characteristics of dress is convenient and reusable.The structure and species of prefabricated board are various, are often set according to the characteristics of building structure
Meter.Especially for high-rise or high-rise building, since the horizontal loads such as earthquake are obvious, the control of relative storey displacement is to knot
One of important indicator of structure security control and raising residence comfort.Steel plate shear force wall is to compare high praise in current assembled architecture
A kind of new anti-force measuring structure system, because it is with larger elastic initial stiffness, large deformation ability and good plasticity
Hysteretic characteristic that can, stablize etc., especially suitable in the seismic areas building of highlight lines.
In prefabricated buildings building, particularly at load, to ensure that component partial is stable and transmits concentrated force
Need to set strip reinforcer, which is referred to as ribbed stiffener.The utility model is just to provide for one kind and can be used for
The steel plate shear force wall plate equipped with ribbed stiffener in Steel frame-shear wall system, the steel plate shear force wall plate are connected by screw bolts, convenient
Fast.
Utility model content
To achieve these goals, technical solution is used by the utility model：
A kind of steel plate shear force wall plate equipped with ribbed stiffener, it is characterised in that：The body of steel plate shear force wall plate is by edge
Steel plate equipped with some bolts hole is formed, and the surface of steel plate is equipped with some ribbed stiffeners.
The ribbed stiffener is longitudinal stiffener or is transverse stiffener.
The ribbed stiffener is ribbed stiffener arranged in a crossed manner in length and breadth.
The outside of the steel plate is coated with concreting steel plate being hidden in inside, only makes the edge of steel plate exposed,
Bolt hole need to be exposed to outer.
The ribbed stiffener is only set on the inside of the junction of edges of plate, is not extended to edges of plate.
The both ends of the ribbed stiffener extend to edges of plate, and ribbed stiffener is isometric or wide with place face.
Single side is set the ribbed stiffener on the steel plate.
The ribbed stiffener two-sided setting on the steel plate, the ribbed stiffener on steel plate positive and negative are dislocatedly distributed.
The ribbed stiffener two-sided setting on the steel plate, the ribbed stiffener on steel plate positive and negative are positive and negative symmetrical.
The shape of cross section of the ribbed stiffener for vertical bar type, I-shaped, T fonts, L-type or it is U-shaped in one or more of groups
Conjunction forms.
Steel plate shear force wall plate provided by the utility model with ribbed stiffener, the house available for Steel frame-shear wall system
In building, the different bearer power of wallboard is realized in single, double surface setting of shape design, ribbed stiffener by varying ribbed stiffener etc., can
To increase the anti-flexion capabilities of wallboard, and the connection of bolt and column, beam can be used, it is simple in structure, it is easy to assembly.
The utility model is further elaborated below by way of the drawings and specific embodiments.
Brief description of the drawings：
Fig. 1 is the structure diagram that longitudinal stiffener does not extend to edge；
Fig. 2 is the structure diagram that longitudinal stiffener extends to edge；
Fig. 3 is the overlooking the structure diagram that single side sets longitudinal vertical bar type ribbed stiffener；
Fig. 4 is the overlooking the structure diagram that single side sets the I-shaped ribbed stiffener in longitudinal direction；
Fig. 5 is the overlooking the structure diagram that single side sets longitudinal direction T font ribbed stiffeners；
Fig. 6 is the overlooking the structure diagram that single side sets longitudinal inverted L shape ribbed stiffener；
Fig. 7 is the overlooking the structure diagram that single side sets the first U-shaped ribbed stiffener of longitudinal direction；
Fig. 8 is the overlooking the structure diagram that single side sets second of the U-shaped ribbed stiffener in longitudinal direction；
Fig. 9 is the overlooking the structure diagram that single side sets the third U-shaped ribbed stiffener of longitudinal direction；
Figure 10 is the overlooking the structure diagram that double-sided symmetrical sets longitudinal vertical bar type ribbed stiffener；
Figure 11 is the two-sided overlooking the structure diagram for shifting to install longitudinal vertical bar type ribbed stiffener；
Figure 12 is to set the structure diagram for intersecting ribbed stiffener in length and breadth；
Figure 13 is the overlooking the structure diagram that single side sets traversed by fork ribbed stiffener.
Embodiment：
The utility model provides a kind of steel plate shear force wall plate equipped with ribbed stiffener, and whole steel plate shear force wall plate can be whole by one
Block steel plate 1 is formed, and some bolts hole 2 for connection bolt insertion are opened up in the edge of steel plate 1.Steel plate 1 can also be used
Concrete cladding is got up, and only makes the edge in the position strap bolt hole 2 for being used for connecting on steel plate 1 exposed to outer, such steel
Plate shear wall slab has stronger weight bearing power.To increase the anti-flexing bearing capacity of steel plate shear force wall plate, also set on steel plate 1
Some ribbed stiffeners 3.Ribbed stiffener 3 divides is generally perpendicular to face for transverse stiffener 301 and longitudinal stiffener 302, transverse stiffener 301
Interior load direction is set, prevent web when concentrating shearing or shearing larger flexing and set.And longitudinal stiffener 302 is general
Set along the load direction in face, mainly increase bending resistance.Therefore, the setting direction of ribbed stiffener 3 will be according to bearing capacity
Direction and set, only by taking longitudinal stiffener 302 as an example, the setting of transverse stiffener 301 can refer to the utility model attached drawing 1 to 11
The setting of longitudinal stiffener 302., can also be as schemed if the horizontally and vertically anti-flexion capabilities of steel plate shear force wall plate need to be improved at the same time
Shown in 12 and Figure 13, ribbed stiffener 3 is configured by the way of intersecting in length and breadth.
Ribbed stiffener 3 can only be set in the single side of steel plate 1 as shown in Figures 1 to 9, and single side is carried out to steel plate shear force wall plate
Put more energy into, naturally it is also possible to optionally steel plate 1 is carried out it is two-sided put more energy into, i.e. the two-sided setting ribbed stiffener 3 in steel plate 1.It is two-sided to put more energy into
When, ribbed stiffener 3 can use the positive and negative shown in Figure 10 in steel plate 1 to be symmetrical arranged, and can also use shown in Figure 11 in steel plate 1
Positive and negative shifts to install.
Ribbed stiffener 3 can only be set in the stage casing of steel plate 1, i.e., the both ends of ribbed stiffener 3 and be not extend to the side of steel plate 1
Edge, it is only local to steel plate 1 to put more energy into；Ribbed stiffener 3 can also put more energy into whole steel plate 1 comprehensively, i.e., the both ends of ribbed stiffener 3 need to prolong
The edge of steel plate 1 is extended, it is isometric or wide with 3 place face of ribbed stiffener.
The setting position of ribbed stiffener 3 is different, and spacing is different, and shape is different, can change holding for steel plate shear force wall plate
Power is carried, therefore, the above-mentioned a variety of set-up modes provided need to need to make choice according to the design of bearing capacity.
Change the shape of ribbed stiffener 3, the design ultimate bearing capacity of steel plate shear force wall plate can also be adjusted, the utility model pair adds
It is vertical bar type that the shape of strength rib 3 provides such as Fig. 3 to Fig. 9 totally seven kinds of embodiments, Fig. 3 respectively, and Fig. 4 is I-shaped, and Fig. 5 is T fonts,
Fig. 6 is inverted L-type, and Fig. 7 to Fig. 9 can be considered U-shaped, wherein, the inner wall of the U-shaped steel in Fig. 7 and Fig. 8 is arc, in Fig. 9
U-shaped steel inner wall is in the rectangle of opening, and U-shaped steel is erect and placed by Fig. 7, and Fig. 8 and Fig. 9 is right by the openend of U-shaped steel and steel plate 1
Connect.The ribbed stiffener 3 of the above-mentioned different structure provided, which is intended to explanation, to be sheared by varying the construction of ribbed stiffener 3 to adjust steel plate
The bearing capacity of wallboard, in actual use, can be on steel plate 1 only with such as above-mentioned several ribbed stiffener shapes provided its
Middle one kind, will can also be set after above-mentioned several combinations on same steel plate 1.
The above-mentioned steel plate shear force wall plate equipped with different structure ribbed stiffener provided, its weight bearing power is different, but uses spiral shell
Tether and connect, the connection of convenient steel plate shear wall slab and column, beam, can need to be selected depending on the design specifically built.
Above example is merely intended for describing the technical solutions of the present application, but not for limiting the present application, those of ordinary skill in the art couple
Other modifications or equivalent substitution that the technical solution of the utility model is made, without departing from technical solutions of the utility model
Spirit and scope, should all cover in the right of the utility model.
Claims (9)
- A kind of 1. steel plate shear force wall plate equipped with ribbed stiffener, it is characterised in that：The body of steel plate shear force wall plate is set by edge The steel plate for having some bolts hole is formed, and the surface of steel plate is equipped with some ribbed stiffeners；The outside of steel plate concreting bag Cover and steel plate is hidden in inside, only make the edge of steel plate exposed, bolt hole need to be exposed to outer.
- A kind of 2. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener is Longitudinal stiffener is transverse stiffener.
- A kind of 3. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener is Ribbed stiffener arranged in a crossed manner in length and breadth.
- A kind of 4. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener is only Set on the inside of the junction of edges of plate, be not extended to edges of plate.
- A kind of 5. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener Both ends extend to edges of plate, and ribbed stiffener is isometric or wide with place face.
- A kind of 6. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener exists Single side is set on steel plate.
- A kind of 7. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener exists Two-sided setting on steel plate, the ribbed stiffener on steel plate positive and negative are dislocatedly distributed.
- A kind of 8. steel plate shear force wall plate equipped with ribbed stiffener according to claim 1, it is characterised in that：The ribbed stiffener exists Two-sided setting on steel plate, the ribbed stiffener on steel plate positive and negative are positive and negative symmetrical.
- A kind of 9. steel plate shear force wall plate equipped with ribbed stiffener according to any one of claims 1 to 8, it is characterised in that：It is described The shape of cross section of ribbed stiffener for vertical bar type, I-shaped, T fonts, L-type or it is U-shaped in one or more combination form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720792291.1U CN207228403U (en) | 2017-07-03 | 2017-07-03 | A kind of steel plate shear force wall plate equipped with ribbed stiffener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720792291.1U CN207228403U (en) | 2017-07-03 | 2017-07-03 | A kind of steel plate shear force wall plate equipped with ribbed stiffener |
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| CN207228403U true CN207228403U (en) | 2018-04-13 |
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| CN201720792291.1U Active CN207228403U (en) | 2017-07-03 | 2017-07-03 | A kind of steel plate shear force wall plate equipped with ribbed stiffener |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024988A (en) * | 2018-08-27 | 2018-12-18 | 西安建筑科技大学 | A kind of double-layer plate shear wall structure put more energy into close rib being easily installed |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of shaped steel combination double steel plate combined concrete shear wall |
| 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 |
-
2017
- 2017-07-03 CN CN201720792291.1U patent/CN207228403U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109024988A (en) * | 2018-08-27 | 2018-12-18 | 西安建筑科技大学 | A kind of double-layer plate shear wall structure put more energy into close rib being easily installed |
| CN109339292A (en) * | 2018-11-22 | 2019-02-15 | 尹雄 | A kind of shaped steel combination double steel plate combined concrete shear wall |
| 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 |
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