CN219711144U - Anti-seismic building structure and house - Google Patents
Anti-seismic building structure and house Download PDFInfo
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- CN219711144U CN219711144U CN202320196996.2U CN202320196996U CN219711144U CN 219711144 U CN219711144 U CN 219711144U CN 202320196996 U CN202320196996 U CN 202320196996U CN 219711144 U CN219711144 U CN 219711144U
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- 238000013016 damping Methods 0.000 claims description 22
- 230000007246 mechanism Effects 0.000 claims description 12
- 238000009434 installation Methods 0.000 claims description 5
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- 239000010959 steel Substances 0.000 description 7
- 230000006378 damage Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
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- 238000003912 environmental pollution Methods 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
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- 238000005096 rolling process Methods 0.000 description 1
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses an earthquake-resistant building structure and a house, wherein the earthquake-resistant building structure comprises a support column for connecting a wallboard and a base for being installed on the ground, the base is positioned on the periphery of the support column, the support column is arranged in the height direction, a first connecting component and an elastic component are arranged in the base, one end of the elastic component is connected with the periphery of the first connecting component, the other end of the elastic component is connected with the inner periphery of the base, the first connecting component is arranged on the periphery of the support column, an elastic layer is connected between the support column and the base, the elastic layer is arranged around the periphery of the support column, and the elastic layer is positioned on the upper side and the lower side of the first connecting component.
Description
Technical Field
The utility model is used in the technical field of building structures, and particularly relates to an earthquake-resistant building structure and a house.
Background
The steel structure has the advantages of high industrialization degree, short construction period, less field labor, high labor productivity, easy quality assurance, less occupied steel structure construction area, dry construction, water saving, low noise and less dust, recycling, capability of reducing construction waste and environmental pollution, capability of quickly constructing the steel structure after earthquake disasters, capability of providing safety residence for refractory persons on the one hand, and capability of being arranged inside firefighters so as to quickly rescue, low earthquake resistance of the existing steel structure, easy damage or collapse of the spliced and constructed steel structure, and high possibility of causing secondary injury of the personnel in the steel structure.
Disclosure of Invention
The utility model aims to at least solve one of the technical problems in the prior art and provide an anti-seismic building structure and a house, wherein the anti-seismic building structure is stable in structure and strong in shock resistance.
The technical scheme adopted for solving the technical problems is as follows:
the utility model provides an antidetonation building structure, is including the support column that is used for connecting the wallboard and be used for installing in subaerial base, the base is located the periphery of support column, the support column sets up along the direction of height, the inside of base is equipped with first connecting component and elastomeric element, elastomeric element's one end with first connecting component's periphery links to each other, the other end with the inner periphery of base links to each other, first connecting component establishes the periphery of support column, the support column with be connected with the elastic layer between the base, the elastic layer winds the periphery setting of support column, the elastic layer is located first connecting component's upper and lower both sides.
Preferably, the periphery of the support column is provided with a mounting mechanism for fixedly connecting with the wallboard.
Preferably, the mounting mechanism comprises a second connecting part arranged on the periphery of the supporting column, and a mounting groove for mounting the wallboard is formed in the second connecting part.
Preferably, a connecting column is arranged between the supporting column and the mounting mechanism, the connecting column is sleeved on the periphery of the supporting column, the mounting groove is arranged on the second connecting component along the height direction, and a buffer layer for mounting the wallboard is arranged on the inner periphery of the mounting groove.
Preferably, the base is connected with a damping member, one end of the damping member is connected to the outer periphery of the first connecting member, and the other end of the damping member extends to the outside of the base through the base.
Preferably, the elastic member includes a spring, and the spring is sleeved on the outer periphery of the damping member.
Preferably, the damping component comprises a sleeve arranged outside the base and a supporting rod arranged inside the base, one end of the supporting rod is fixedly connected with the periphery of the first connecting component, the other end of the supporting rod is in sliding connection with the sleeve, the sleeve is sleeved on the periphery of the supporting rod, a damping layer is arranged between the sleeve and the supporting rod, and the periphery of the supporting rod is connected with the inner wall of the sleeve through the damping layer.
Preferably, balls are arranged between the first connecting part and the inner wall of the base, the balls are positioned at the bottom of the first connecting part, and a plurality of balls are arranged around the periphery of the support column.
Preferably, the bottom of the base is connected with a pin which is used for extending into the ground, and the bottom of the pin is conical.
The utility model also provides a house comprising any one of the earthquake-resistant building structures, wherein a wallboard is arranged between adjacent earthquake-resistant building structures, and the wallboard is connected with the support column.
One of the above technical solutions has at least one of the following advantages or beneficial effects: this anti-seismic building structure is through setting up elastomeric element and elastic layer, when the earthquake takes place, ground can drive the base and shake, and the amplitude that elastomeric element and elastic layer received the support column is reduced by a wide margin for the wallboard that the support column is connected is whole be difficult for taking place to shake by a wide margin, and this anti-seismic building structure can weaken the vibrations range that the wallboard received, guarantees this anti-seismic building structure's overall stability, greatly reduces the possibility that building damage or collapse appears, stable in structure, and the shock resistance is strong, and is not fragile or collapse.
Additional aspects and advantages of the utility model 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 utility model.
Drawings
The foregoing and/or additional aspects and advantages of the utility model will become apparent and may be better understood from the following description of embodiments taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic structural view of one embodiment of the earthquake-resistant building structure of the present utility model;
FIG. 2 is an enlarged view at A in FIG. 1;
FIG. 3 is a schematic structural view of one embodiment of the mounting mechanism of the present utility model.
Detailed Description
Reference will now be made in detail to the present embodiments of the present utility model, examples of which are illustrated in the accompanying drawings, wherein the accompanying drawings are used to supplement the description of the written description so that one can intuitively and intuitively understand each technical feature and overall technical scheme of the present utility model, but not to limit the scope of the present utility model.
In the present utility model, if directions (up, down, left, right, front and rear) are described, they are merely for convenience of description of the technical solution of the present utility model, and do not indicate or imply that the technical features must be in a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
In the present utility model, "a plurality of" means one or more, and "a plurality of" means two or more, and "greater than", "less than", "exceeding", etc. are understood to not include the present number; "above", "below", "within" and the like are understood to include this number. In the description of the present utility model, the description of "first" and "second" if any is used solely for the purpose of distinguishing between technical features and not necessarily for the purpose of indicating or implying a relative importance or implicitly indicating the number of technical features indicated or implicitly indicating the precedence of the technical features indicated.
In the present utility model, unless clearly defined otherwise, terms such as "disposed," "mounted," "connected," and the like should be construed broadly and may be connected directly or indirectly through an intermediate medium, for example; the connecting device can be fixedly connected, detachably connected and integrally formed; can be mechanically connected, electrically connected or capable of communicating with each other; may be a communication between two elements or an interaction between two elements. The specific meaning of the words in the utility model can be reasonably determined by a person skilled in the art in combination with the specific content of the technical solution.
Wherein fig. 1 and 2 show reference direction coordinate systems of embodiments of the present utility model, and the embodiments of the present utility model are described below with reference to the directions shown in fig. 1 and 2.
The embodiment of the utility model provides an earthquake-resistant building structure, refer to fig. 1 and 2, which comprises a support column 100 for connecting wallboards and a base 200 for being installed on the ground, wherein the base 200 is positioned at the periphery of the support column 100, the support column 100 is arranged along the height direction, a first connecting component 300 and an elastic component 400 are arranged in the base 200, one end of the elastic component 400 is connected with the periphery of the first connecting component 300, the other end of the elastic component 400 is connected with the inner Zhou Xianglian of the base 200, the first connecting component 300 is arranged at the periphery of the support column 100, an elastic layer 500 is connected between the support column 100 and the base 200, the elastic layer 500 is arranged around the periphery of the support column 100, the elastic layer 500 is positioned at the upper side and the lower side of the first connecting component 300, the ground drives the base 200 to vibrate when an earthquake occurs, the amplitude received by the support column 100 is greatly reduced by the elastic component 400 and the elastic layer 500, so that the wallboard connected with the support column 100 is not easy to shake greatly, the earthquake-resistant building structure can weaken the vibration amplitude received by the wallboard, the whole building structure, the overall stability of the earthquake-resistant building structure is ensured, the possibility of damage or collapse of the building is greatly reduced, the structure is not easy to collapse, and the damage or the easy collapse of the building is caused.
As a preferred embodiment of the present utility model, referring to fig. 1, the outer circumference of the support column 100 is provided with a mounting mechanism 600 for fixedly coupling the wallboard.
In some embodiments, referring to fig. 3, the mounting mechanism 600 includes a second coupling member 610 provided at the outer circumference of the support column 100, and a mounting groove 620 for mounting a wall plate is provided on the second coupling member 610.
Referring to fig. 3, a connection column 110 is disposed between a support column 100 and a mounting mechanism 600, the connection column 110 is sleeved on the outer periphery of the support column 100, a mounting groove 620 is disposed on a second connecting component 610 along the height direction, a buffer layer 630 for mounting a wallboard is disposed on the inner periphery of the mounting groove 620, when aftershock occurs, the buffer layer 630 realizes elastic connection between the wallboard and the connection column 110, so that the wallboard can swing, stress on the connection of the wallboard due to vibration is relieved by swinging, the connection of the wallboard is not easy to loosen due to vibration, each part of the spliced wallboard can move, cracking or breaking phenomenon is not easy to occur, preferably, the mounting mechanism 600 has two forms of mutually perpendicular distribution and mutually symmetrical distribution, the mutually perpendicular distribution is used for connecting the wallboard and the connection column 110 corner, the mutually symmetrical distribution is used for splicing adjacent wallboard sides, so that each part of the spliced wallboard can move, and cracking or breaking phenomenon of the wallboard due to vibration is avoided.
In some embodiments, referring to fig. 2, a damping member 700 is coupled to the base 200, one end of the damping member 700 is coupled to the outer circumference of the first coupling member 300, and the other end extends to the outside of the base 200 through the base 200, and the damping member 700 can attenuate the vibration frequency of the elastic member 400, thereby reducing the vibration frequency of the wall panel to which the earthquake-resistant building structure is coupled.
As a preferred embodiment of the present utility model, referring to fig. 2, the elastic member 400 includes a spring which is sleeved on the outer circumference of the damping member 700.
Referring to fig. 2, the damping part 700 includes a sleeve 710 disposed at the outside of the base 200 and a support rod 720 disposed at the inside of the base 200, one end of the support rod 720 is fixedly connected with the outer circumference of the first connecting part 300, the other end is slidably connected with the sleeve 710, the sleeve 710 is sleeved at the outer circumference of the support rod 720, a damping layer 730 is disposed between the sleeve 710 and the support rod 720, the outer circumference of the support rod 720 is connected with the inner wall of the sleeve 710 through the damping layer 730, the sleeve 710 and the support rod 720 are extended and contracted when an earthquake occurs, and the damping layer 730 reduces the vibration frequency of the elastic part 400 by slowing down the sliding connection degree of the sleeve 710 and the support rod 720, the vibration frequency of the support column 100, and the earthquake resistance of the earthquake-resistant building structure is increased.
In some embodiments, referring to fig. 2, balls 210 are disposed between the first connecting member 300 and the inner wall of the base 200, the balls 210 are located at the bottom of the first connecting member 300, and a plurality of balls 210 are disposed around the periphery of the support column 100, and the balls 210 are abutted against the inner wall of the base, so that rolling friction is formed between the first connecting member 300 and the base 200, friction force is reduced, influence of friction on swinging of the support column 100 is reduced, the support column 100 can fully compress the elastic member 400 in the swinging process, and a buffering effect is improved.
As a preferred embodiment of the present utility model, referring to fig. 1, a peg 220 for extending into the ground is connected to the bottom of a base 200, the bottom of the peg 220 is conical, improving the stability of the earthquake-resistant building structure, when the base 200 is installed on the cement floor, firstly, holes are punched in the floor, the peg 220 is inserted into the holes in the floor, then, the base 200 is fixedly connected with the floor, the grip of the base 200 is improved by the peg 220, thereby improving the stability of the installation of the base 200, and if the base 200 is installed on the soil, the peg 220 having a conical lower end can be easily inserted into the soil, thereby facilitating the installation of personnel and improving the grip of the base 200, and when the base 200 is installed on the floor, the periphery of the base 200 is poured with cement, so that the base 200 can be fixedly installed on the soil.
Preferably, each component of the earthquake-resistant structure is made of steel material.
The building according to the present utility model further comprises an earthquake-resistant building structure according to any one of the above embodiments, wherein wall boards are disposed between adjacent earthquake-resistant building structures and are connected to the support columns 100, and preferably, the wall boards are heat-insulating wall boards, and the building is installed by splicing the wall boards to the installation mechanism 600 after the base 200 is installed on the ground, thereby forming the building structure.
In the description of the present specification, reference to the terms "example," "embodiment," or "some embodiments," etc., means 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 utility model. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. 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 present utility model is, of course, not limited to the above-described embodiments, and one skilled in the art can make equivalent modifications or substitutions without departing from the spirit of the utility model, and these equivalent modifications or substitutions are intended to be included in the scope of the present utility model as defined in the appended claims.
Claims (10)
1. An earthquake-resistant building structure, characterized in that: including the support column that is used for connecting the wallboard and be used for installing in subaerial base, the base is located the periphery of support column, the support column sets up along the direction of height, the inside of base is equipped with first connecting component and elastomeric element, elastomeric element's one end with first connecting component's periphery links to each other, the other end with the inner periphery of base links to each other, first connecting component establishes the periphery of support column, the support column with be connected with the elastic layer between the base, the elastic layer winds the periphery setting of support column, the elastic layer is located first connecting component's upper and lower both sides.
2. Earthquake-resistant building structure according to claim 1, characterized in that: the periphery of support column is equipped with the installation mechanism that is used for fixed connection wallboard.
3. Earthquake-resistant building structure according to claim 2, characterized in that: the mounting mechanism comprises a second connecting part arranged on the periphery of the support column, and a mounting groove for mounting the wallboard is formed in the second connecting part.
4. A seismic building structure according to claim 3, characterised in that: be equipped with the linking post between the support column with the installation mechanism, the linking post cover is established the periphery of support column, the mounting groove sets up along the direction of height on the second adapting unit, the inner periphery of mounting groove is equipped with the buffer layer that is used for installing the wallboard.
5. Earthquake-resistant building structure according to claim 1, characterized in that: the base is connected with a damping part, one end of the damping part is connected with the periphery of the first connecting part, and the other end of the damping part penetrates through the base and extends to the outside of the base.
6. Earthquake-resistant building structure according to claim 5, characterized in that: the elastic component includes the spring, the spring cover is established the periphery of damping part.
7. Earthquake-resistant building structure according to claim 5, characterized in that: the damping component comprises a sleeve arranged outside the base and a supporting rod arranged inside the base, one end of the supporting rod is fixedly connected with the periphery of the first connecting component, the other end of the supporting rod is in sliding connection with the sleeve, the sleeve is sleeved on the periphery of the supporting rod, a damping layer is arranged between the sleeve and the supporting rod, and the periphery of the supporting rod is connected with the inner wall of the sleeve through the damping layer.
8. Earthquake-resistant building structure according to claim 1, characterized in that: the ball is arranged between the first connecting part and the inner wall of the base, the ball is positioned at the bottom of the first connecting part, and a plurality of balls are arranged around the periphery of the supporting column.
9. Earthquake-resistant building structure according to claim 1, characterized in that: the bottom of the base is connected with a pin which is used for extending into the ground, and the bottom of the pin is conical.
10. A house, characterized in that: an earthquake-resistant building structure as claimed in any one of claims 1 to 9, comprising a plurality of wall panels arranged between adjacent earthquake-resistant building structures, said wall panels being connected to said support columns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320196996.2U CN219711144U (en) | 2023-02-01 | 2023-02-01 | Anti-seismic building structure and house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320196996.2U CN219711144U (en) | 2023-02-01 | 2023-02-01 | Anti-seismic building structure and house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219711144U true CN219711144U (en) | 2023-09-19 |
Family
ID=87977847
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320196996.2U Active CN219711144U (en) | 2023-02-01 | 2023-02-01 | Anti-seismic building structure and house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219711144U (en) |
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2023
- 2023-02-01 CN CN202320196996.2U patent/CN219711144U/en active Active
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