CN211850111U - Shock attenuation disaster prevention's building engineering structure - Google Patents
Shock attenuation disaster prevention's building engineering structure Download PDFInfo
- Publication number
- CN211850111U CN211850111U CN201922160102.0U CN201922160102U CN211850111U CN 211850111 U CN211850111 U CN 211850111U CN 201922160102 U CN201922160102 U CN 201922160102U CN 211850111 U CN211850111 U CN 211850111U
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- girder steel
- steel
- wall
- connecting rod
- engineering structure
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Abstract
The utility model discloses a shock-absorbing disaster-preventing building engineering structure, which comprises a first steel beam and a second steel beam, wherein the first steel beam and the second steel beam are connected through a buffer mechanism; buffer gear includes metal damper, fixed block, connecting rod and damping piece, the equal fixedly connected with fixed block in both ends of attenuator, the equal fixedly connected with connecting rod in outer wall both sides of fixed block, the outer end and the damping piece swing joint of connecting rod, the damping piece difference fixed mounting of metal damper both sides is in the inner wall of first girder steel and second girder steel. The utility model discloses an utilize the metal damper under wind-load and middle and small shake effect between girder steel and the girder steel, the structural system possesses enough anti side and moves rigidity in order to satisfy the normal use requirement of structure, and when strong earthquake was used, the damping bumper shock absorber took the lead to get into the power consumption state, and the seismic energy of a large amount of scattered consumption input structure slows down the seismic response of girder steel rapidly to ensure the security of girder steel.
Description
Technical Field
The utility model relates to a shock attenuation disaster prevention technical field specifically is a shock attenuation disaster prevention's building engineering structure.
Background
Earthquake is also called earthquake motion and earthquake motion, and is a natural phenomenon that the earth crust can generate earthquake waves in the process of quickly releasing energy, and the existing house buildings need to have certain earthquake resistance.
At present, the existing shock-absorbing disaster-preventing building engineering structure has some defects, for example; current housing construction is in the component, and the time passes through girder steel and girder steel connection, and girder steel intensity can support the whole weight in house, but two sets of adjacent girder steels are through rigid connection when connecting to when producing the vibration, do not possess the function of shock attenuation energy dissipation, thereby lead to the house to collapse easily. For this reason, new technical solutions need to be designed to solve the problem.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a building engineering structure of shock attenuation disaster prevention has solved the problem that proposes in the background art.
In order to achieve the above object, the utility model provides a following technical scheme: a shock-absorbing disaster-preventing building engineering structure comprises a first steel beam and a second steel beam, wherein the first steel beam and the second steel beam are connected through a buffer mechanism;
buffer gear includes metal damper, fixed block, connecting rod and damping piece, the equal fixedly connected with fixed block in both ends of attenuator, the equal fixedly connected with connecting rod in outer wall both sides of fixed block, the outer end and the damping piece swing joint of connecting rod, the damping piece difference fixed mounting of metal damper both sides is in the inner wall of first girder steel and second girder steel.
As a preferred embodiment of the utility model, the damping piece includes casing, slider, push rod and high damping rubber piece, the outer wall and the connecting rod of casing are articulated, the slider is installed to the inner chamber of casing, install high damping rubber piece between slider and the shells inner wall, the outer wall of slider and the one end fixed connection of push rod, the outer end of two sets of push rods respectively with the inner wall fixed connection of first girder steel and second girder steel.
As an optimal implementation mode of the utility model, elastic steel sheet, two sets of are all installed to the outer wall of first girder steel and second girder steel elastic steel sheet all is connected with first girder steel and second girder steel respectively through the bolt.
As an embodiment of the present invention, a plurality of buffer structures are installed between the first steel beam and the second steel beam.
As a preferred embodiment of the present invention, two adjacent sets of the connecting rods are installed in a crossed manner.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses an utilize the metal damper under wind-load and middle and small shake effect between girder steel and the girder steel, the structural system possesses enough anti side and moves rigidity in order to satisfy the normal use requirement of structure, and when strong earthquake was used, the damping bumper shock absorber took the lead to get into the power consumption state, and the seismic energy of a large amount of scattered consumption input structure slows down the seismic response of girder steel rapidly to ensure the security of girder steel.
2. The utility model discloses a high damping rubber pad can carry out preliminary shock attenuation, and high damping rubber possesses certain hardness moreover, can guarantee the stability of connection.
Drawings
Other features, objects and advantages of the invention will become more apparent upon reading of the detailed description of non-limiting embodiments with reference to the following drawings:
fig. 1 is a schematic view of the overall structure of a shock-absorbing and disaster-preventing building engineering structure of the present invention;
fig. 2 is a schematic view of a connection structure of a first steel beam and a damping block of the shock-absorbing and disaster-preventing building engineering structure of the present invention;
fig. 3 is the utility model relates to a building engineering structure's of shock attenuation disaster prevention first girder steel outer wall schematic diagram.
In the figure: 1 first girder steel, 2 second girder steels, 3 buffer gear, 4 metal dampers, 5 fixed blocks, 6 connecting rods, 7 damping blocks, 8 casings, 9 sliders, 10 push rods, 11 high damping rubber blocks, 12 elastic steel sheets and 13 bolts.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected" and "disposed" are to be construed broadly, and may for example be fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. To the ordinary technical personnel in this field, can understand the specific meaning in the utility model of above-mentioned term with the concrete condition, the utility model provides an electrical apparatus's model is the reference only, can be through changing different models electrical apparatus that the function is the same according to the actual use condition.
Referring to fig. 1-3, the present invention provides a technical solution: a shock-absorbing disaster-preventing building engineering structure comprises a first steel beam 1 and a second steel beam 2, wherein the first steel beam 1 and the second steel beam 2 are connected through a buffer mechanism 3;
In this embodiment, referring to fig. 2, the damping block 7 includes a housing 8, a slider 9, a push rod 10 and a high-damping rubber block 11, the outer wall of the housing 8 is hinged to the connecting rod 6, the slider 9 is installed in the inner cavity of the housing 8, the high-damping rubber block 11 is installed between the slider 9 and the inner wall of the housing 8, the outer wall of the slider 9 is fixedly connected to one end of the push rod 10, the outer ends of the two sets of push rods 10 are fixedly connected to the inner walls of the first steel beam 1 and the second steel beam 2, and the high-damping rubber block 11 is used for initially relieving and avoiding the breakage phenomenon caused by rigid contact.
In this embodiment, referring to fig. 3, the outer walls of the first steel beam 1 and the second steel beam 2 are respectively provided with elastic steel sheets 12, and the two groups of elastic steel sheets 12 are respectively connected with the first steel beam 1 and the second steel beam 2 through bolts 13, so as to prevent the first steel beam 1 and the second steel beam 2 from being broken.
In the embodiment, referring to fig. 1, a plurality of buffer structures 3 are installed between the first steel beam 1 and the second steel beam 2, and the buffer structures are used for dissipating energy and improving stability.
In this embodiment, referring to fig. 1, two adjacent groups of the connecting rods 6 are installed in a crossed manner.
It should be noted that, the structural engineering structure of the shock absorption and disaster prevention of the present invention includes all the components known by the general standard components or the technicians in this field, the structure and principle of the structural engineering structure are known by the technical manual or by the conventional experimental method, at the idle position of the device, all the electrical components, which refer to the power components, the electrical components and the adaptive monitoring computer and power supply, are connected by the wires, the specific connection means should refer to the following working principle, the electrical connection between the electrical components is completed in sequence, the detailed connection means is the known technology in this field, the following main introduces the working principle and process, without describing the electrical control, when a shock absorption and disaster prevention structural engineering structure is used, firstly, when the earthquake occurs, the force from different directions is applied to two groups of fixed blocks 5 through the damping block 7, two sets of fixed blocks 5 give metal damper 4 with power transmission and take the lead into the power consumption state, the seismic energy of a large amount of scattered input structure, slow down the earthquake reaction of first girder steel 1 and second girder steel 2 rapidly, thereby ensure the security of girder steel, simultaneously when the earthquake was just intervened, first girder steel 1 and second girder steel 2 can drive push rod 10 and promote slider 9 and extrude high damping rubber piece 11 and carry out preliminary buffering, thereby avoid first girder steel 1 and second girder steel 2 direct and each part rigid contact to cause the damage phenomenon, the elastic steel piece 12 of first girder steel 1 and 2 outer walls of second girder steel can protect first girder steel 1 and 2 bodies of second girder steel simultaneously, the rupture phenomenon is avoided appearing, the device is simple in structure, and the operation is convenient, therefore, the clothes hanger is strong in practicability.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above, it will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a building engineering structure of shock attenuation disaster prevention, includes first girder steel (1) and second girder steel (2), its characterized in that: the first steel beam (1) is connected with the second steel beam (2) through a buffer mechanism (3);
buffer gear (3) include metal damper (4), fixed block (5), connecting rod (6) and damping piece (7), the equal fixedly connected with fixed block (5) in both ends of damper (4), the equal fixedly connected with connecting rod (6) in the outer wall both sides of fixed block (5), the outer end and the damping piece (7) swing joint of connecting rod (6), the damping piece difference fixed mounting of metal damper (4) both sides is in the inner wall of first girder steel (1) and second girder steel (2).
2. The shock-absorbing disaster-preventing constructional engineering structure as set forth in claim 1, wherein: damping piece (7) are including casing (8), slider (9), push rod (10) and high damping rubber block (11), the outer wall and connecting rod (6) of casing (8) are articulated, slider (9) are installed to the inner chamber of casing (8), install high damping rubber block (11) between slider (9) and casing (8) inner wall, the outer wall of slider (9) and the one end fixed connection of push rod (10), the outer end of two sets of push rods (10) respectively with the inner wall fixed connection of first girder steel (1) and second girder steel (2).
3. The shock-absorbing disaster-preventing constructional engineering structure as set forth in claim 1, wherein: the outer wall of first girder steel (1) and second girder steel (2) all is installed elastic steel piece (12), and is two sets of elastic steel piece (12) all are connected with first girder steel (1) and second girder steel (2) respectively through bolt (13).
4. The shock-absorbing disaster-preventing constructional engineering structure as set forth in claim 1, wherein: a plurality of groups of buffer mechanisms (3) are arranged between the first steel beam (1) and the second steel beam (2).
5. The shock-absorbing disaster-preventing constructional engineering structure as set forth in claim 1, wherein: two adjacent groups of connecting rods (6) are arranged in a crossed manner.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922160102.0U CN211850111U (en) | 2019-12-05 | 2019-12-05 | Shock attenuation disaster prevention's building engineering structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922160102.0U CN211850111U (en) | 2019-12-05 | 2019-12-05 | Shock attenuation disaster prevention's building engineering structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211850111U true CN211850111U (en) | 2020-11-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922160102.0U Expired - Fee Related CN211850111U (en) | 2019-12-05 | 2019-12-05 | Shock attenuation disaster prevention's building engineering structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211850111U (en) |
-
2019
- 2019-12-05 CN CN201922160102.0U patent/CN211850111U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Desheng energy equipment Technology Co.,Ltd. Assignor: XUZHOU DESHENG PETROLEUM MACHINERY Co.,Ltd. Contract record no.: X2020980007927 Denomination of utility model: A kind of building engineering structure with shock absorption and disaster prevention Granted publication date: 20201103 License type: Exclusive License Record date: 20201118 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 Termination date: 20211205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |