CN216142219U - Anti-seismic building structure assembly - Google Patents
Anti-seismic building structure assembly Download PDFInfo
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- CN216142219U CN216142219U CN202121426835.5U CN202121426835U CN216142219U CN 216142219 U CN216142219 U CN 216142219U CN 202121426835 U CN202121426835 U CN 202121426835U CN 216142219 U CN216142219 U CN 216142219U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 56
- 239000010959 steel Substances 0.000 claims abstract description 56
- 229910001220 stainless steel Inorganic materials 0.000 claims description 5
- 239000010935 stainless steel Substances 0.000 claims description 5
- 239000002131 composite material Substances 0.000 claims description 2
- 238000013016 damping Methods 0.000 claims 2
- 125000006850 spacer group Chemical group 0.000 claims 2
- 230000001066 destructive effect Effects 0.000 abstract description 3
- 230000000694 effects Effects 0.000 description 5
- 230000003139 buffering effect Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000012999 compression bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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Abstract
The utility model discloses an anti-seismic building structure assembly which comprises a supporting base, a steel column, a supporting column, a vertical anti-seismic spring and a supporting steel plate, wherein the supporting base is fixed on a foundation, the lower end of the steel column is fixedly connected with the middle part of the upper surface of the supporting base, the lower end of the supporting column is inserted into a blind hole in the upper end face of the steel column and is in sliding connection with the side wall of the blind hole, the upper end of the supporting column is connected with the middle part of the lower surface of the supporting steel plate, the vertical anti-seismic spring is positioned at the bottom of the blind hole in the upper end face of the steel column, the upper end of the vertical anti-seismic spring is connected with the lower end of the supporting column, the lower end of the vertical anti-seismic spring is connected with the steel column, and the upper part of the supporting steel plate is used for fixing a supporting beam of a house. The utility model utilizes the spring to buffer the impact force of earthquake waves on the house, absorbs the energy of the earthquake waves, can effectively lighten the destructive power of the earthquake waves and well solves the problem of poor earthquake resistance of wooden buildings. The anti-seismic building structural component can improve the anti-seismic grade of a wooden house and ensure the life and property safety of people.
Description
Technical Field
The utility model relates to an earthquake-resistant building structural component suitable for a wooden house, and belongs to the technical field of fixed buildings.
Background
The seismic zones are seismic region divisions made according to the degree of possible seismic damage and the magnitude of the strong ground motion parameter. The earthquake safety evaluation means that earthquake parameters and basic data which are required by corresponding engineering planning and design and are related to earthquake fortification requirements are scientifically given according to risk probability levels adopted by engineering by researching earthquake geology, geophysical, earthquake activity, ground deformation and the like around a specific construction engineering area or field and adopting an earthquake risk probability analysis method. Roughly speaking, an earthquake is divided into longitudinal earthquake waves and transverse earthquake waves, wherein the destructive force of the transverse earthquake waves is the largest, the existing steel concrete buildings have certain earthquake resistance, but for some houses made of wood materials, the wooden support beams have a common earthquake resistance effect on the transverse earthquake waves, and the longitudinal earthquake waves can cause permanent tearing on wood boards on two floors and higher floors. Therefore, how to improve the earthquake-resistant grade of wooden houses becomes a subject for related technicians.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an earthquake-resistant building structural component aiming at the defects of the prior art so as to improve the earthquake-resistant grade of a wooden house and ensure the life and property safety of people.
In order to achieve the purpose, the utility model adopts the following technical scheme:
the utility model provides an antidetonation building structure subassembly, is including supporting base, steel column, support column, vertical antidetonation spring and supporting steel plate, the support base is fixed on the ground, the lower extreme of steel column and the middle part fixed connection who supports the base upper surface, the lower extreme of support column insert in the blind hole on the steel column up end and with the lateral wall sliding connection of blind hole, the upper end is connected with supporting steel plate lower surface middle part, vertical antidetonation spring is located the blind hole bottom on the steel column up end, and the upper end of vertical antidetonation spring is connected with the lower extreme of support column, lower extreme and steel column connection, supporting steel plate's the upper portion fixed house's of supporting steel plate a supporting beam.
According to the anti-seismic building structural assembly, the plurality of transverse seismic wave buffering devices are arranged around the steel column and are uniformly distributed around the steel column, each transverse seismic wave buffering device comprises an inclined first fixing rod, a second fixing rod and a transverse anti-seismic spring, the upper end of the first fixing rod is connected with the hinged support fixed on the side wall of the steel column, the lower end of the first fixing rod is inserted into the blind hole in the upper end face of the second fixing rod and is in sliding connection with the side wall of the blind hole, the transverse anti-seismic spring is located at the bottom of the blind hole in the upper end face of the second fixing rod, the upper end of the transverse anti-seismic spring is connected with the lower end of the first fixing rod, the lower end of the transverse anti-seismic spring is connected with the second fixing rod, and the lower end of the second fixing rod is fixedly connected with the supporting base.
Above-mentioned antidetonation building structure subassembly, it is connected with the ground through the ground spud pile to support the base, the ground spud pile is vertical to be buried underground in the ground, the upper end of ground spud pile and the lower fixed surface who supports the base are connected, and the lateral part is equipped with a plurality of anti-skidding fixed blocks.
Above-mentioned earthquake-resistant building structure subassembly, the ground spud pile is connected at the lower surface middle part that supports the base, still is equipped with the screw at the both ends that support the base, the screw passes through the screw and supports the base cooperation, and the lower extreme of screw inserts in the ground.
In the earthquake-resistant building structure assembly, the lower surface of the supporting steel plate is fixed with the anti-collision plate corresponding to the upper end surface of the steel column.
Above-mentioned earthquake-resistant building structure subassembly, the upper surface of supporting steel plate is equipped with the buffer layer, the upper surface of buffer layer is rough surface.
Above-mentioned antidetonation building structure subassembly, vertical antidetonation spring is connected with the support column through first gasket.
Above-mentioned antidetonation building structure subassembly, horizontal antidetonation spring passes through the second gasket and is connected with first dead lever.
Above-mentioned earthquake-resistant building structure subassembly, the antiskid fixed block is stainless steel's screw-thread steel.
Above-mentioned earthquake-resistant building structure subassembly, the buffer layer is the compound rubber board.
The utility model utilizes the spring to buffer the impact force of earthquake waves on the house, absorbs the energy of the earthquake waves, can effectively lighten the destructive power of the earthquake waves and well solves the problem of poor earthquake resistance of wooden buildings. The anti-seismic building structural component can improve the anti-seismic grade of a wooden house and ensure the life and property safety of people.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic structural view of the present invention;
fig. 2 is a schematic structural view of the first fixing rod and the second fixing rod.
The reference numbers in the figures are: 1. support base, 2, screw, 3, ground spud pile, 4, anti-skidding fixed block, 5, steel column, 6, hinged-support, 7, first dead lever, 8, second dead lever, 9, vertical antidetonation spring, 10, first gasket, 11, support column, 12, supporting steel plate, 13, buffer layer, 14, crashproof board, 801, second gasket, 802, horizontal antidetonation spring.
Detailed Description
The utility model provides an earthquake-resistant building structural component which solves the problem of low earthquake-resistant grade of a wooden house.
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1 and 2, the anti-seismic anchor pile comprises a supporting base 1, screws 2, foundation fixing piles 3, anti-slip fixing blocks 4, steel columns 5, hinged supports 6, first fixing rods 7, second fixing rods 8, vertical anti-seismic springs 9, first gaskets 10, supporting columns 11, supporting steel plates 12, buffer layers 13, anti-collision plates 14, second gaskets 801 and transverse anti-seismic springs 802.
The lower end of the steel column 5 is fixedly connected with the middle part of the upper surface of the support base 1, and the two ends of the support base 1 are in threaded connection with the outer surface of the screw 2;
the upper surface of the supporting steel plate 12 is fixedly connected with the lower surface of a buffer layer 13 made of a composite rubber plate, the upper surface of the buffer layer 13 is a rough surface, so that the supporting steel plate can be more firmly connected with the supporting beam, the periphery of the lower surface of the supporting steel plate 12 is fixedly connected with the upper surface of an anti-collision plate 14, and the anti-collision plate 14 can prevent the lower surface of the supporting steel plate 12 from contacting with the upper surface of the steel column 5, so that the effect of preventing the supporting steel plate 12 from deforming is achieved;
the up end middle part of steel column 5 is equipped with the blind hole, this blind hole is arranged in to vertical antidetonation spring 9, the bottom fixed connection of the lower extreme of vertical antidetonation spring 9 and blind hole, the lower fixed surface of upper end and first gasket 10 is connected, the upper surface middle part of first gasket 10 and the lower extreme fixed connection of support column 11, the material of support column 11 is stainless steel, stainless steel is difficult for deforming, there is fine resistance to compression bending effect, the middle part fixed connection of the upper end of support column 11 and supporting steel plate 12 lower surface. When an earthquake occurs, generally longitudinal earthquake waves damage a house, in brief, when the longitudinal earthquake waves come, the house vibrates up and down, the earthquake waves can enable a supporting beam of the wooden house to vibrate up and down, a small part of impact force of the vibration can be absorbed by a buffer layer 13 in contact with the supporting beam, and most of vibration force is counteracted by a vertical earthquake-proof spring 9 in the steel column 5 in a deformation mode, so that energy of the longitudinal earthquake waves received by a part of the supporting beam is counteracted, the energy of the longitudinal earthquake waves is partially absorbed, the damage degree of the longitudinal earthquake waves to the supporting beam and an upper building is reduced, and the aim of improving the earthquake-proof grade of the wooden building is fulfilled;
the middle part of the lower surface of the supporting base 1 is fixedly connected with the top of the foundation fixing pile 3, the outer surface of the foundation fixing pile 3 is fixedly connected with one end of an anti-skidding fixing block 4, the anti-skidding fixing block 4 is of a stainless steel thread-shaped structure, and the anti-skidding fixing block 4 mainly plays a role in firmly combining the foundation fixing pile 3 with concrete;
the outer surface of the steel column 5 is fixedly connected with a hinged support 6, the hinged support 6 is fixedly connected with the head end of a first fixing rod 7, and the tail end of the first fixing rod 7 is inserted into a blind hole at the head end of a second fixing rod 8 and is in sliding contact with the inner wall of the blind hole. The tail end of the first fixing rod 7 is fixedly connected with the middle of the top of the second gasket 801, the bottom of the second gasket 801 is fixedly connected with the top of the transverse anti-seismic spring 802, the bottom of the transverse anti-seismic spring 802 is fixedly connected with the bottom of the inner wall of the blind hole of the second fixing rod 8, and the tail end of the second fixing rod 8 is fixedly connected with the upper surface of the supporting base 1.
In use, the energy of longitudinal seismic waves is absorbed by the cushioning layer 13 and the vertical anti-seismic springs 9. The transverse seismic waves are different from the longitudinal seismic waves, and common buildings without anti-seismic assemblies can survive after being impacted by the longitudinal seismic waves, but the effect of the transverse seismic waves is to make the house shake transversely, and a support beam can cause the house to collapse under the condition of being broken or seriously deviating from the center of gravity of the house. Supporting steel plate 12 among this antidetonation building structure subassembly is with wooden house supporting beam's bottom fixed connection, and the concrete of ground spud pile 3 and ground is together fixed, first dead lever 7 and second dead lever 8 cup joint through horizontal antidetonation spring 802, when horizontal earthquake wave comes, through the buffering of horizontal antidetonation spring 802 to the earthquake wave, the horizontal shearing force of reducible supporting beam, it has certain oscillating quantity to allow supporting beam simultaneously, certain buffer space has, so both can effectively prevent supporting beam rupture and make the house collapse, can also avoid collapsing because of the house serious skew of house focus and the house that leads to, thereby the antidetonation grade in house has been improved.
The earthquake resistant building structure assembly provided by the utility model is described in detail above. The principles and embodiments of the present invention have been explained by applying specific examples, and the above descriptions of the embodiments are only used to help understanding the method and the core idea of the present invention. It should be noted that, for those skilled in the art, it is possible to make various improvements and modifications to the present invention without departing from the principle of the present invention, and those improvements and modifications also fall within the scope of the claims of the present invention.
Claims (10)
1. The utility model provides an antidetonation building structure subassembly, characterized by, is including supporting base (1), steel column (5), support column (11), vertical antidetonation spring (9) and supporting steel plate (12), it fixes on the ground to support base (1), the lower extreme of steel column (5) and the middle part fixed connection who supports base (1) upper surface, the lower extreme of support column (11) insert in the blind hole on steel column (5) up end and with the lateral wall sliding connection of blind hole, the upper end is connected with supporting steel plate (12) lower surface middle part, vertical antidetonation spring (9) are located the blind hole bottom on steel column (5) up end, and the upper end of vertical antidetonation spring (9) is connected with the lower extreme of support column (11), and the lower extreme is connected with steel column (5), the supporting beam in the fixed house in upper portion of supporting steel plate (12).
2. An earthquake-resistant building structure assembly according to claim 1, wherein said steel columns (5) are provided at their periphery with a plurality of transverse seismic wave damping devices evenly distributed around the steel columns (5), each transverse seismic wave damping device comprising an inclined first fixing rod (7), a second fixing rod (8) and a transverse earthquake-resistant spring (802), the upper end of the first fixed rod (7) is connected with a hinged support (6) fixed on the side wall of the steel column (5), the lower end of the first fixed rod is inserted into a blind hole on the upper end surface of the second fixed rod (8) and is connected with the side wall of the blind hole in a sliding way, the transverse anti-seismic spring (802) is positioned at the bottom of the blind hole on the upper end surface of the second fixed rod (8), the upper end of the transverse anti-seismic spring (802) is connected with the lower end of the first fixed rod (7), the lower end is connected with the second fixed rod (8), the lower end of the second fixing rod (8) is fixedly connected with the supporting base (1).
3. An earthquake-resistant building structure assembly as claimed in claim 1 or 2, wherein the supporting base (1) is connected with the foundation by a foundation fixing pile (3), the foundation fixing pile (3) is vertically buried in the foundation, the upper end of the foundation fixing pile (3) is fixedly connected with the lower surface of the supporting base (1), and the side part is provided with a plurality of anti-skid fixing blocks (4).
4. An earthquake-resistant building structure assembly as claimed in claim 3, wherein the foundation fixing pile (3) is connected to the middle of the lower surface of the supporting base (1), screws (2) are further provided at both ends of the supporting base (1), the screws (2) are engaged with the supporting base (1) through threads, and the lower ends of the screws (2) are inserted into the foundation.
5. An earthquake-resistant building structure assembly according to claim 4, wherein the lower surface of the supporting steel plate (12) is fixed with an anti-collision plate (14) corresponding to the upper end surface of the steel column (5).
6. An earthquake-resistant building structure assembly according to claim 5, wherein the upper surface of said supporting steel plate (12) is provided with a cushioning layer (13), and the upper surface of said cushioning layer (13) is a rough surface.
7. An earthquake-resistant building structure assembly according to claim 6, characterized in that said vertical earthquake-resistant springs (9) are connected to the supporting columns (11) by means of first spacers (10).
8. An earthquake-resistant building structure assembly according to claim 7, characterized in that said transverse earthquake-resistant springs (802) are connected to the first fixing rods (7) by means of second spacers (801).
9. An earthquake-resistant building structure assembly as claimed in claim 8, wherein said anti-slip fixing block (4) is a screw-thread steel made of stainless steel.
10. An earthquake-resistant building structure assembly according to claim 9, characterized in that said cushioning layer (13) is a composite rubber sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121426835.5U CN216142219U (en) | 2021-06-25 | 2021-06-25 | Anti-seismic building structure assembly |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121426835.5U CN216142219U (en) | 2021-06-25 | 2021-06-25 | Anti-seismic building structure assembly |
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| CN216142219U true CN216142219U (en) | 2022-03-29 |
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| CN202121426835.5U Active CN216142219U (en) | 2021-06-25 | 2021-06-25 | Anti-seismic building structure assembly |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126109A (en) * | 2022-07-08 | 2022-09-30 | 中建八局第一建设有限公司 | Civil engineering is built room with antidetonation additional strengthening |
-
2021
- 2021-06-25 CN CN202121426835.5U patent/CN216142219U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115126109A (en) * | 2022-07-08 | 2022-09-30 | 中建八局第一建设有限公司 | Civil engineering is built room with antidetonation additional strengthening |
| CN115126109B (en) * | 2022-07-08 | 2023-06-20 | 中建八局第一建设有限公司 | Earthquake-resistant reinforcing structure for civil engineering building |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 063000 No. 599, Ronghua West Road, Lubei District, Tangshan City, Hebei Province Patentee after: Tanggang International Engineering Technology Co.,Ltd. Country or region after: China Address before: No. 1 Jianhua Road, North District of Tangshan City Road, Hebei Province, Hebei Patentee before: TANGSTEEL INTERNATIONAL ENGINEERING TECHNOLOGY Co.,Ltd. Country or region before: China |
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| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A seismic resistant building structural component Granted publication date: 20220329 Pledgee: Bank of Cangzhou Limited by Share Ltd. Fengnan branch Pledgor: Tanggang International Engineering Technology Co.,Ltd. Registration number: Y2024980014384 |