CN212869326U - Anti-seismic support and hanger profile - Google Patents
Anti-seismic support and hanger profile Download PDFInfo
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- CN212869326U CN212869326U CN201922427441.0U CN201922427441U CN212869326U CN 212869326 U CN212869326 U CN 212869326U CN 201922427441 U CN201922427441 U CN 201922427441U CN 212869326 U CN212869326 U CN 212869326U
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- hanger
- seismic support
- hanger profile
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 12
- 239000000758 substrate Substances 0.000 claims description 4
- 238000005452 bending Methods 0.000 abstract description 21
- 239000000463 material Substances 0.000 description 4
- 230000003247 decreasing effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
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Abstract
The utility model discloses an antidetonation gallows section bar, it includes base plate and curb plate. The curb plate is two, and two curb plates interval sets up and connect on the relative two lateral walls that set up of base plate. One end of each side plate, which is far away from the base plate, is connected with a bent plate, and a plurality of concave reinforcing ribs are arranged on the side plates. The distance between the concave reinforcing rib and the side plates is d, the distance between the two side plates is s1, the distance between the two head plates is s2, the vertical distance between the end, connected with the side plates, of the head plates and the base plate is h1, and the vertical distance between the upper ends of the head plates and the lower ends of the side plates is h 2. Wherein s is more than 0 and less than 2 and less than 0.5 x s1, 0.18 x h1 and less than h2 and less than h1, and 0.01 x s1 and less than d and less than 0.5 x s 1. The anti-seismic support and hanger profile enhances the forward bending resistance and the lateral bending resistance of the anti-seismic support and hanger, improves the stability of the anti-seismic support and hanger profile in a vibration environment, and increases the application occasions of the anti-seismic support and hanger profile.
Description
Technical Field
The utility model relates to an antidetonation section bar technical field especially relates to a gallows section bar is propped up in antidetonation.
Background
The support and hanger section bars in the prior art are mostly processed by simple processing factories, the structural design of the support and hanger section bars mainly depends on mutual simulation of structures in the industry, and the performance is not verified. Because the quality problem of the existing support and hanger section bar product can be exposed when natural disasters such as earthquakes occur, the research and development of the support and hanger section bar in the industry cannot pay attention to enough, so that the support and hanger section bar in the prior art has the phenomenon of poor bending resistance, and personnel and property loss can be caused by section bar failure once meeting the earthquake condition. Therefore, an anti-seismic support and hanger profile is needed to solve the problem that the conventional support and hanger profile is poor in forward and lateral bending resistance.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a gallows section bar of combatting earthquake can strengthen the forward bending resistance and the side direction bending resistance of a gallows section bar of combatting earthquake, improves the stability of a gallows section bar of combatting earthquake in the shock environment, increases the application scenario of a gallows section bar of combatting earthquake.
For realizing the technical effect, the utility model discloses a technical scheme of a gallows section bar of combatting earthquake as follows:
an earthquake-resistant support and hanger profile comprising: a substrate; the two side plates are arranged at intervals and connected to two side walls of the base plate, which are arranged oppositely; one end of each side plate, which is far away from the base plate, is connected with a bent plate, and a plurality of concave reinforcing ribs are arranged on the side plates; the distance between the concave reinforcing rib and the side plates is d, the distance between the two side plates is s1, the distance between the two head plates is s2, the vertical distance between the end, connected with the side plates, of the head plates and the base plate is h1, and the vertical distance between the upper ends of the head plates and the lower ends of the side plates is h 2; wherein s is more than 0 and less than 2 and less than 0.5 x s1, 0.18 x h1 and less than h2 and less than h1, and 0.01 x s1 and less than d and less than 0.5 x s 1.
In some embodiments, d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.375 × s 1.
In some embodiments, d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.45 × s 1.
In some embodiments, d is 0.0125 × s1, h2 is 0.3 × h1, and s2 is 0.45 × s 1.
In some embodiments, d is 0.0125 × s1, h2 is 0.1875 × h1, and s2 is 0.45 × s 1.
In some embodiments, the end of the elbow plate opposite the end connected to the side plate is provided with a plurality of teeth.
In some embodiments, the serrations are any one of trapezoidal teeth, triangular teeth, rectangular teeth, or conical teeth.
The utility model has the advantages that: because the side plates are provided with the plurality of concave reinforcing ribs, the sizes of h2 and d are increased compared with the common support and hanger, and the size of s2 is reduced, so that the height and the width of the elbow plate are improved, the forward bending resistance and the lateral bending resistance of the anti-seismic support and hanger are enhanced, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
Fig. 1 is a schematic perspective view of an earthquake-proof support and hanger profile according to an embodiment of the present invention;
fig. 2 is a side view of an anti-seismic support and hanger profile provided by an embodiment of the present invention;
fig. 3 is a side structure dimension marking diagram of an anti-seismic support and hanger profile provided by an embodiment of the present invention;
fig. 4 is a front view of a saw tooth according to an embodiment of the present invention.
Reference numerals
1. A substrate; 2. a side plate; 21. a main body; 22. a concave reinforcing rib; 23. a head bending plate; 231. a body; 232. And (4) saw teeth.
Detailed Description
In order to make the technical problem solved by the present invention, the technical solution adopted by the present invention and the technical effect achieved by the present invention clearer, the technical solution of the present invention will be further explained by combining the drawings and by means of the specific implementation manner.
In the description of the present invention, unless expressly stated or limited otherwise, the terms "connected," "connected," and "fixed" are to be construed broadly, e.g., as meaning permanently connected, detachably connected, or integral to one another; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly under and obliquely below the second feature, or simply meaning that the first feature is at a lesser elevation than the second feature.
In the description of the present embodiment, the terms "upper", "lower", "right", "left", and the like are used in the orientation or positional relationship shown in the drawings only for convenience of description and simplicity of operation, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used only for descriptive purposes and are not intended to have a special meaning.
The specific structure of the anti-seismic support and hanger profile according to the embodiment of the present invention will be described with reference to fig. 1 to 4.
As shown in fig. 1-3, the anti-seismic support and hanger profile of the embodiment of the present invention includes a base plate 1 and a side plate 2. The number of the side plates 2 is two, and the two side plates 2 are arranged at intervals and connected to two opposite side walls of the substrate 1. One end of each side plate 2, which is far away from the base plate 1, is connected with a bent plate 23, and a plurality of concave reinforcing ribs 22 are arranged on the side plates 2. The distance between the concave reinforcing rib 22 and the side plate 2 is d, the distance between the two side plates 2 is s1, the distance between the two elbow plates 23 is s2, the vertical distance between the end of the elbow plate 23 connected with the side plate 2 and the base plate 1 is h1, and the vertical distance between the upper end of the elbow plate 23 and the lower end of the side plate 2 is h 2. Wherein s is more than 0 and less than 2 and less than 0.5 x s1, 0.18 x h1 and less than h2 and less than h1, and 0.01 x s1 and less than d and less than 0.5 x s 1.
Specifically, in this embodiment, the side plate 2 includes a main body 21, and a concave reinforcing rib 22 and an elbow plate 23 which are provided on the main body 21, and the elbow plate 23 includes a first connecting portion and a second connecting portion, the first connecting portion is disposed parallel to the base plate 1, the second connecting portion is disposed parallel to the side plate 2, one end of the first connecting portion is connected to the side plate 2, and one end of the first connecting portion which is away from the side plate 2 is connected to the second connecting portion. Of course, in other embodiments of the present invention, the elbow plate 23 can also be used in components with other shapes and structures, and is not limited in particular.
It can be understood that the different proportion between s2 and s1 can affect the positive bending resistance of the anti-seismic support and hanger profile, and the different proportion between h2 and h1 can affect the lateral bending resistance of the anti-seismic support and hanger profile, and the positive bending resistance and the lateral bending resistance of the anti-seismic support and hanger profile are stronger than those of the common profile in the ranges of 0 & lt s2 & lt 0.5X s1 and 0.18X h1 & lt h2 & lt h 1. In addition, the plurality of concave reinforcing ribs 22 arranged on the two side plates 2 can also enhance the positive bending resistance of the anti-seismic support and hanger profile. Therefore, the forward bending resistance and the lateral bending resistance of the anti-seismic support and hanger profile can be improved by adjusting the parameters of s1, h1 and d, so that the width and the height of the elbow plate 23 are improved, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased.
Preferably, the bottom plate, the side plates 2 and the elbow plate 23 are all Q235B pieces, stainless steel pieces or carbon steel pieces, which can further enhance the bending resistance of the anti-seismic support and hanger profile.
In some embodiments, d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.375 × s 1. It can be understood that after h2 is increased and s2 is decreased, the height and width of the elbow plate 23 are increased, the bending resistance of the anti-seismic support and hanger profile is improved, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased.
In some embodiments, d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.45 × s 1. It can be understood that after h2 is increased and s2 is decreased, the height and width of the elbow plate 23 are increased, the bending resistance of the anti-seismic support and hanger profile is improved, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased. In some embodiments, d is 0.0125 × s1, h2 is 0.3 × h1, and s2 is 0.45 × s 1. It can be understood that after h2 is increased and s2 is decreased, the height and width of the elbow plate 23 are increased, the bending resistance of the anti-seismic support and hanger profile is improved, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased.
In some embodiments, d is 0.0125 × s1, h2 is 0.1875 × h1, and s2 is 0.45 × s 1. It can be understood that after s2 is reduced, the width of the two elbow plates 23 is increased, the bending resistance of the anti-seismic support and hanger profile is improved, the stability of the anti-seismic support and hanger profile in a vibration environment is improved, and the application occasions of the anti-seismic support and hanger profile are increased.
In some embodiments, as shown in fig. 1, the end of the elbow plate 23 opposite the end connected to the side plate 2 is provided with a plurality of serrations 232. Specifically, the bent plate 23 includes a body 231 and serrations 232 provided on the body 231. It will be appreciated that the serrations 232 are capable of interengaging with the serrations 232 of the outer structure when the support and hanger profile is engaged with the outer structure, thereby enhancing the engagement between the profile and the outer structure and thereby providing a secure connection. Simultaneously, sawtooth 232 can also realize the quick installation of section bar and exterior structure to improve the efficiency of construction who uses this antidetonation gallows section bar.
In some embodiments, the serrations 232 are any one of trapezoidal teeth, triangular teeth, rectangular teeth, or conical teeth. It will be appreciated that the shape of the serrations 232 need to intermesh with the shape of the serrations 232 of the outer structure to achieve a secure connection, and for this reason, the shape of the serrations 232 need to be adjusted in accordance with the shape of the serrations 232 of the outer structure. The saw teeth 232 in different shapes such as trapezoidal teeth, triangular teeth, rectangular teeth or conical teeth can meet the stable matching of the anti-seismic support and hanger sectional material and most external structures, so that the application range of the anti-seismic support and hanger sectional material is widened. Preferably, in the present embodiment, as shown in fig. 4, the saw teeth 232 are triangular teeth, and the triangle of the triangular teeth is an isosceles right triangle.
In the description herein, references to the description of "some embodiments," "other embodiments," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above description is only for the preferred embodiment of the present invention, and for those skilled in the art, there are variations on the detailed description and the application scope according to the idea of the present invention, and the content of the description should not be construed as a limitation to the present invention.
Claims (7)
1. An antidetonation props up gallows section bar which characterized in that includes:
a substrate (1);
the number of the side plates (2) is two, and the two side plates (2) are arranged at intervals and connected to two opposite side walls of the base plate (1); one end of each side plate (2) far away from the base plate (1) is connected with a bent plate (23), and a plurality of concave reinforcing ribs (22) are arranged on the side plates (2);
the distance between the concave reinforcing rib (22) and the side plates (2) is d, the distance between the two side plates (2) is s1, the distance between the two head plates (23) is s2, the vertical distance between one end of each head plate (23) connected with the corresponding side plate (2) and the corresponding base plate (1) is h1, and the vertical distance between the upper end of each head plate (23) and the lower end of the corresponding side plate (2) is h 2; wherein,
0＜s2＜0.5×s1，0.18×h1＜h2＜h1，0.01×s1＜d＜0.5×s1。
2. an earthquake-resistant support and hanger profile as claimed in claim 1, wherein d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.375 × s 1.
3. An earthquake-resistant support and hanger profile as claimed in claim 1, wherein d is 0.0125 × s1, h2 is 0.35 × h1, and s2 is 0.45 × s 1.
4. An earthquake-resistant support and hanger profile as claimed in claim 1, wherein d is 0.0125 × s1, h2 is 0.3 × h1, and s2 is 0.45 × s 1.
5. An earthquake-resistant support and hanger profile as claimed in claim 1, wherein d is 0.0125 × s1, h2 is 0.1875 × h1, and s2 is 0.45 × s 1.
6. An earthquake-resistant support and hanger profile according to claim 1, characterized in that the end of the headboard (23) opposite to the end connected to the side plate (2) is provided with a plurality of serrations (231).
7. An earthquake-resistant support and hanger profile according to claim 6, characterized in that said serrations (231) are any one of trapezoidal teeth, triangular teeth, rectangular teeth or conical teeth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922427441.0U CN212869326U (en) | 2019-12-30 | 2019-12-30 | Anti-seismic support and hanger profile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922427441.0U CN212869326U (en) | 2019-12-30 | 2019-12-30 | Anti-seismic support and hanger profile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212869326U true CN212869326U (en) | 2021-04-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922427441.0U Active CN212869326U (en) | 2019-12-30 | 2019-12-30 | Anti-seismic support and hanger profile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212869326U (en) |
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2019
- 2019-12-30 CN CN201922427441.0U patent/CN212869326U/en active Active
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