CN219491091U - Basement antidetonation impervious structure - Google Patents
Basement antidetonation impervious structure Download PDFInfo
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- CN219491091U CN219491091U CN202320102909.2U CN202320102909U CN219491091U CN 219491091 U CN219491091 U CN 219491091U CN 202320102909 U CN202320102909 U CN 202320102909U CN 219491091 U CN219491091 U CN 219491091U
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- 230000035939 shock Effects 0.000 claims abstract description 41
- 238000013016 damping Methods 0.000 claims abstract description 30
- 230000007246 mechanism Effects 0.000 claims abstract description 27
- 230000008093 supporting effect Effects 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000010521 absorption reaction Methods 0.000 abstract description 9
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 239000012530 fluid Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 230000002401 inhibitory effect Effects 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 238000007789 sealing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
本实用新型公开了一种地下室抗震抗渗结构,包括混凝土层,所述混凝土层的上端安装有地上建筑,混凝土层的内部安装有抗渗支护墙,所述抗渗支护墙的内表面安装有防水排水层,所述防水排水层的内表面安装有轻质抗震块,所述轻质抗震块的内表面安装有地下室构件,所述地下室构件的下端侧边安装有地下室构件支撑减震机构,地下室构件的上端安装有地下室构件顶部支撑机构。本实用新型通过设置了地下室构件支撑减震机构,该机构可以提升地下室构件底部的支撑减震性能,从而提升地下室构件的稳定性;通过设置了地下室构件顶部支撑机构,该机构可以提升地下室构件对于地上建筑的支撑性能,适用于地下室的建筑结构,适宜广泛推广应用。
The utility model discloses an anti-seismic and anti-seepage structure of a basement, which comprises a concrete layer, an above-ground building is installed on the upper end of the concrete layer, an anti-seepage support wall is installed inside the concrete layer, and the inner surface of the anti-seepage support wall A waterproof and drainage layer is installed, and the inner surface of the waterproof and drainage layer is equipped with a light-weight anti-seismic block, and the inner surface of the light-weight anti-seismic block is installed with a basement component, and the lower end side of the basement component is installed with a basement component to support shock absorption Mechanism, the upper end of the basement component is installed with the top supporting mechanism of the basement component. The utility model is provided with a supporting and damping mechanism for basement components, which can improve the support and damping performance of the bottom of the basement components, thereby improving the stability of the basement components; The supporting performance of the above-ground building is suitable for the building structure of the basement, and is suitable for wide application.
Description
技术领域technical field
本实用新型涉及建筑结构技术领域,具体是指一种地下室抗震抗渗结构。The utility model relates to the technical field of building structures, in particular to a basement anti-seismic and anti-seepage structure.
背景技术Background technique
多地下室目前渗漏严重,密封性能不好,给生活带来的很多烦恼,对抗震性关注的也比较少,高档住宅,业主对抗渗抗震关注更高。现有的地下室抗渗抗震结构,其通过设置地震减震装置和滑动块来吸收地震形成的应力,通过涂抹防水材料形成防水层,实现抗渗效果,如中国专利申请号为202021725822.3公开了一种地下室抗震抗渗结构,其目的在于解决或至少减轻目前地下室防震手段无法防渗漏且不易于加固老建筑的问题。但是该地下室抗震抗渗结构设置的地下室构件底部支撑性较差,且底部仍然容易受到震动导致地下室构件整体垮塌;其设置的地下室构件顶部与地上建筑之间支撑性能较差,存在地下室构件与地上建筑之间的接触面积较小的问题,从而使得地下室构件会受到较大的压力。Many basements currently have serious leakage and poor sealing performance, which brings many troubles to life, and less attention is paid to earthquake resistance. For high-end residential buildings, owners pay more attention to anti-seepage and earthquake resistance. The existing anti-seepage and anti-seismic structure of the basement absorbs the stress caused by the earthquake by installing an earthquake damping device and a sliding block, and forms a waterproof layer by applying waterproof materials to achieve an anti-seepage effect. For example, a Chinese patent application number 202021725822.3 discloses a The anti-seismic and anti-seepage structure of the basement aims to solve or at least alleviate the problems that the current anti-seismic means of the basement cannot prevent leakage and are not easy to reinforce old buildings. However, the bottom support of the basement components set by the basement anti-seismic and anti-seepage structure is poor, and the bottom is still vulnerable to vibrations leading to the overall collapse of the basement components; the supporting performance between the top of the basement components and the above-ground building is poor, and there is The problem is that the contact area between the buildings is small, so that the basement components will be subject to greater pressure.
实用新型内容Utility model content
针对现有技术的不足,本实用新型的目的在于提供一种具有更好抗震性能,且能够提升对地上建筑支撑效果的地下室抗震抗渗结构。Aiming at the deficiencies of the prior art, the purpose of this utility model is to provide a basement anti-seismic and anti-seepage structure with better anti-seismic performance and improved support effect on above-ground buildings.
为了实现上述目的,本实用新型通过下述技术方案实现:一种地下室抗震抗渗结构,包括混凝土层,所述混凝土层的上端安装有地上建筑,混凝土层的内部安装有抗渗支护墙,所述抗渗支护墙的内表面安装有防水排水层,所述防水排水层的内表面安装有轻质抗震块,所述轻质抗震块的内表面安装有地下室构件,所述地下室构件的下端侧边安装有地下室构件支撑减震机构,地下室构件的上端安装有地下室构件顶部支撑机构。In order to achieve the above object, the utility model is achieved through the following technical solutions: a basement anti-seismic and anti-seepage structure, including a concrete layer, the upper end of the concrete layer is equipped with an above-ground building, and the inside of the concrete layer is equipped with an anti-seepage retaining wall, The inner surface of the anti-seepage retaining wall is equipped with a waterproof and drainage layer, and the inner surface of the waterproof and drainage layer is installed with a light-weight anti-seismic block, and the inner surface of the light-weight anti-seismic block is installed with basement components. The side of the lower end is equipped with a basement component supporting damping mechanism, and the upper end of the basement component is equipped with a basement component top supporting mechanism.
为了更好地实现本实用新型,进一步地,所述地下室构件支撑减震机构包括第一安装座、第一转动块、减震杆、第二转动块、第二安装座、限位板和缓冲弹簧,其中,所述地下室构件的内壁侧边安装有第二安装座,所述第二安装座的侧边安装有第二转动块,所述第二转动块的侧边安装有减震杆,所述减震杆的两端表面安装有限位板,减震杆的表面位于两组限位板之间的位置套设有缓冲弹簧,减震杆的另一端安装有第一转动块,所述第一转动块的下端安装有第一安装座。In order to better realize the utility model, further, the basement component support damping mechanism includes a first mounting seat, a first rotating block, a shock absorbing rod, a second rotating block, a second mounting seat, a limit plate and a buffer Spring, wherein, the inner wall side of the basement component is equipped with a second mounting base, the side of the second mounting base is equipped with a second rotating block, and the side of the second rotating block is equipped with a shock absorbing rod, Limiting plates are installed on the two ends of the shock absorbing rod, the surface of the shock absorbing rod is located between the two groups of limiting plates, and a buffer spring is sleeved, and the other end of the shock absorbing rod is equipped with a first rotating block. The lower end of the first rotating block is installed with a first mounting base.
为了更好地实现本实用新型,进一步地,所述地下室构件的内部下端安装有与第一安装座固定连接的第一十字支撑板。In order to better realize the utility model, further, the inner lower end of the basement component is installed with a first cross support plate fixedly connected with the first mounting base.
为了更好地实现本实用新型,进一步地,所述减震杆的一端通过第一转动块与第一安装座转动连接,减震杆的另一端通过第二转动块与第二安装座转动连接。In order to better realize the utility model, further, one end of the shock absorbing rod is rotatably connected to the first mounting seat through the first rotating block, and the other end of the shock absorbing rod is rotatably connected to the second mounting seat through the second rotating block .
为了更好地实现本实用新型,进一步地,所述地下室构件顶部支撑机构包括螺孔、螺栓、固定板和第二十字支撑板,所述地下室构件的上端安装有第二十字支撑板,第二十字支撑板的侧边对应地下室构件的内壁安装有固定板,固定板通过螺栓与地下室构件固定连接,地下室构件的内壁开设有对应螺栓的螺孔。In order to better realize the utility model, further, the support mechanism at the top of the basement component includes screw holes, bolts, a fixing plate and a second cross support plate, the upper end of the basement component is installed with a second cross support plate, the second The side of the cross support plate corresponds to the inner wall of the basement component and is equipped with a fixing plate. The fixing plate is fixedly connected with the basement component through bolts, and the inner wall of the basement component is provided with screw holes corresponding to the bolts.
本实用新型的工作原理为轻质抗震块、防水排水层和抗渗支护墙的结构和工作原理是当地震的水平冲击波到达建筑物时,冲击波挤压抗渗支护墙,抗渗支护墙把冲击波载荷的能量传递到轻质抗震块上,轻质抗震块吸收能量,被挤压变形,把冲击波能量耗散掉,起到保护地上建筑免收地震的破坏,同时,当抗渗支护墙发生渗漏时,水可以通过防水排水层向下流走,汇入汇水槽,定期进行排水。The working principle of the utility model is the structure and working principle of the lightweight anti-seismic block, the waterproof drainage layer and the anti-seepage support wall. When the horizontal shock wave of the earthquake reaches the building, the shock wave squeezes the anti-seepage support wall, and the anti-seepage support The wall transmits the energy of the shock wave load to the lightweight anti-seismic block, and the light anti-seismic block absorbs the energy, is squeezed and deformed, and dissipates the shock wave energy to protect the above-ground buildings from earthquake damage. At the same time, when the anti-seepage support When the retaining wall leaks, the water can flow down through the waterproof drainage layer and into the sump for regular drainage.
当地震的水平冲击波到达建筑物时,冲击波挤压抗渗支护墙,抗渗支护墙把冲击波载荷的能量传递到轻质抗震块上,轻质抗震块吸收能量,被挤压变形,把冲击波能量耗散掉,起到保护地上建筑免收地震的破坏,同时,当抗渗支护墙发生渗漏时,水可以通过防水排水层向下流走,汇入汇水槽,定期进行排水,当地震震级较大时,此时地下室构件也会受到较大的冲击力,此时冲击力会带动减震杆被压缩,从而通过限位板带动缓冲弹簧被压缩,缓冲弹簧可以对地下室构件起到进一步的减震缓冲效果,而减震杆被压缩时,活塞会压缩减震杆内部的阻尼液,从而抑制缓冲弹簧产生反弹,以起到良好的减震效果,通过将减震杆的一端通过第一转动块与第一安装座转动连接,减震杆的另一端通过第二转动块与第二安装座转动连接,可以避免减震杆被压缩时产生卡死,通过在地下室构件的内部下端安装有与第一安装座固定连接的第一十字支撑板,可以使得地下室构件的底部起到良好的支撑性能;通过螺栓配合螺孔将固定板安装在地下室构件的上端,通过设置了第二十字支撑板,可以增大地下室构件与地上建筑之间的接触面积,从而使得地上建筑的重力能够被分化,以起到良好的支撑效果,通过在第二十字支撑板的中心位置安装有中心高强度加强板,可以提升第二十字支撑板的结构强度。When the horizontal shock wave of the earthquake reaches the building, the shock wave squeezes the anti-seepage retaining wall, and the anti-seepage retaining wall transfers the energy of the shock wave load to the light-weight anti-seismic block, which absorbs the energy and is extruded and deformed. The energy of the shock wave is dissipated to protect the above-ground buildings from earthquake damage. At the same time, when the anti-seepage retaining wall leaks, the water can flow down through the waterproof drainage layer and flow into the catchment tank for regular drainage. When the magnitude of the earthquake is large, the basement components will also be subjected to a large impact force at this time. At this time, the impact force will drive the shock absorbing rod to be compressed, thereby driving the buffer spring to be compressed through the limit plate, and the buffer spring can play a role in the basement components. Further shock absorption and buffering effect, when the shock absorption rod is compressed, the piston will compress the damping fluid inside the shock absorption rod, thereby inhibiting the rebound of the buffer spring to achieve a good shock absorption effect, by passing one end of the shock absorption rod through The first rotating block is rotatably connected to the first mounting base, and the other end of the damping rod is rotatably connected to the second mounting base through the second rotating block, which can prevent the damping rod from being stuck when it is compressed. The first cross support plate fixedly connected with the first mounting seat is installed, which can make the bottom of the basement component play a good supporting performance; the fixing plate is installed on the upper end of the basement component through bolts and screw holes, and the second cross The supporting plate can increase the contact area between the basement components and the above-ground building, so that the gravity of the above-ground building can be differentiated to achieve a good supporting effect. By installing a central high-strength The reinforcement plate can improve the structural strength of the second cross support plate.
本实用新型与现有技术相比,具有以下优点及有益效果:Compared with the prior art, the utility model has the following advantages and beneficial effects:
(1)本实用新型通过设置了地下室构件支撑减震机构,该机构可以提升地下室构件底部的支撑减震性能,从而提升地下室构件的稳定性,避免地震震级较大时,轻质抗震块无法有效对地下室构件进行减震时,地下室构件产生垮塌的问题;(1) The utility model is equipped with a supporting and damping mechanism for basement components, which can improve the support and damping performance of the bottom of the basement components, thereby improving the stability of the basement components, and avoiding that the light-weight anti-seismic blocks cannot be effective when the earthquake magnitude is large. When the basement components are subjected to shock absorption, the basement components will collapse;
(2)本实用新型通过设置了地下室构件顶部支撑机构,该机构可以提升地下室构件对于地上建筑的支撑性能,通过增大与地上建筑的接触面积,从而避免地上减震受力不均匀导致对于地下室构件的其他位置的压力过大的问题;(2) The utility model is equipped with a support mechanism on the top of the basement components, which can improve the support performance of the basement components for the above-ground buildings, and increase the contact area with the above-ground buildings, so as to avoid the uneven shock absorption force on the ground that will cause damage to the basement. Excessive pressure in other parts of the component;
(3)本实用新优化地下室构件支撑减震机构与地下室构件顶部支撑机构的结构,使其具有更好的抗震性能和支撑性能,适用于地下室的建筑结构,适宜广泛推广应用。(3) The utility model optimizes the structure of the basement component support damping mechanism and the basement component top support mechanism, so that it has better seismic performance and support performance, is suitable for the building structure of the basement, and is suitable for wide application.
附图说明Description of drawings
通过阅读参照以下附图对非限制性实施例所作的详细描述,本实用新型的其他特征、目的和优点将会变得更为明显:Other features, objects and advantages of the present invention will become more apparent by reading the detailed description of non-limiting embodiments with reference to the following drawings:
图1为本实用新型的立体结构示意图;Fig. 1 is the three-dimensional structure schematic diagram of the present utility model;
图2为本实用新型中抗震抗渗结构示意图;Fig. 2 is a schematic diagram of an anti-seismic and anti-seepage structure in the utility model;
图3为本实用新型中地下室构件支撑减震机构的结构示意图Fig. 3 is a structural schematic diagram of the basement component support damping mechanism in the utility model
图4为本实用新型中地下室构件顶部支撑机构的结构示意图。Fig. 4 is a structural schematic diagram of the support mechanism at the top of the basement component in the utility model.
其中:1—混凝土层,2—地上建筑,3—地下室构件支撑减震机构,31—第一十字支撑板,32—第一安装座,33—第一转动块,34—减震杆,35—第二转动块,36—第二安装座,37—限位板,38—缓冲弹簧,4—地下室构件顶部支撑机构,41—螺孔,42—螺栓,43—固定板,44—中心高强度加强板,45—第二十字支撑板,5—地下室构件,6—轻质抗震块,7—防水排水层,8—抗渗支护墙。Among them: 1—concrete layer, 2—ground building, 3—basement component support damping mechanism, 31—the first cross support plate, 32—the first mounting seat, 33—the first rotating block, 34—shock absorbing rod, 35 —Second rotating block, 36—Second mounting seat, 37—Limiting plate, 38—Buffer spring, 4—Supporting mechanism on top of basement member, 41—Screw hole, 42—Bolt, 43—Fixer plate, 44—Center height Strength strengthening plate, 45—second cross support plate, 5—basement component, 6—light seismic block, 7—waterproof and drainage layer, 8—impermeability support wall.
具体实施方式Detailed ways
下面详细描述本实用新型的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,仅用于解释本实用新型,而不能理解为对本实用新型的限制。Embodiments of the present invention are described in detail below, examples of which are shown in the drawings, wherein the same or similar reference numerals represent the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary and are only used to explain the present utility model, but should not be construed as limiting the present utility model.
在本实用新型的描述中,需要理解的是,术语“中心”、“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含地包括一个或者更多个该特征。在本实用新型的描述中,除非另有说明,“多个”的含义是两个或两个以上。In describing the present utility model, it should be understood that the terms "center", "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", The orientations or positional relationships indicated by "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. are based on the orientation or positional relationships shown in the drawings, and are only for the convenience of describing the present invention. Novel and simplified descriptions do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the utility model. In addition, the terms "first" and "second" are used for descriptive purposes only, and cannot be interpreted as indicating or implying relative importance or implicitly specifying the quantity of indicated technical features. Therefore, the definition of "first" and "second" is for descriptive purposes only, and should not be understood as indicating or implying relative importance or implicitly including one or more of these features. In the description of the present utility model, unless otherwise specified, "plurality" means two or more.
在本实用新型的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或一体地连接;可以是机械连接,也可以是电连接;也可以是直接相连,也可以是通过中间媒介间接相连,可以是两个元件内部的连通。对于本领域的普通技术人员而言,可以具体情况理解上述术语在本实用新型中的具体含义。In the description of the present utility model, it should be noted that, unless otherwise clearly stipulated and limited, the terms "installation", "connection" and "connection" should be understood in a broad sense, for example, it can be a fixed connection or a flexible connection. Detachable connection, or integral connection; it can be mechanical connection or electrical connection; it can also be direct connection or indirect connection through an intermediary, and it can be the internal communication of two components. Those of ordinary skill in the art can understand the specific meanings of the above terms in the present utility model in specific situations.
实施例1:Example 1:
本实施例的主要结构,如图1,图2所示,包括混凝土层1,所述混凝土层1的上端安装有地上建筑2,混凝土层1的内部安装有抗渗支护墙8,所述抗渗支护墙8的内表面安装有防水排水层7,所述防水排水层7的内表面安装有轻质抗震块6,所述轻质抗震块6的内表面安装有地下室构件5,所述地下室构件5的下端侧边安装有地下室构件支撑减震机构3,地下室构件5的上端安装有地下室构件顶部支撑机构4。The main structure of this embodiment, as shown in Figure 1 and Figure 2, comprises a concrete layer 1, the upper end of the concrete layer 1 is equipped with an above-ground building 2, and the inside of the concrete layer 1 is equipped with an anti-seepage retaining wall 8, the described The inner surface of the anti-seepage retaining wall 8 is equipped with a waterproof and drainage layer 7, and the inner surface of the waterproof and drainage layer 7 is equipped with a light-weight anti-seismic block 6, and the inner surface of the light-weight anti-seismic block 6 is equipped with a basement component 5, so A basement component supporting damping mechanism 3 is installed on the lower end side of the basement component 5 , and a basement component top support mechanism 4 is installed on the upper end of the basement component 5 .
具体实施方式为,当地震的水平冲击波到达建筑物时,冲击波挤压抗渗支护墙8,抗渗支护墙8把冲击波载荷的能量传递到轻质抗震块6上,轻质抗震块6吸收能量,被挤压变形,把冲击波能量耗散掉,起到保护地上建筑2免收地震的破坏,同时,当抗渗支护墙8发生渗漏时,水可以通过防水排水层7向下流走,汇入汇水槽,定期进行排水。The specific embodiment is that when the horizontal shock wave of the earthquake reaches the building, the shock wave extrudes the anti-seepage retaining wall 8, and the anti-seepage retaining wall 8 transfers the energy of the shock wave load to the light-weight anti-seismic block 6, and the light-weight anti-seismic block 6 Absorb energy, be squeezed and deformed, and dissipate the shock wave energy to protect the above-ground building 2 from earthquake damage. At the same time, when the anti-seepage retaining wall 8 leaks, water can flow down through the waterproof drainage layer 7 Go, merge into the sump, and drain water regularly.
实施例2:Example 2:
本实施例在上述实施例的基础上,进一步限定地下室构件支撑减震机构3的结构,如图3所示,所述地下室构件支撑减震机构3包括第一安装座32、第一转动块33、减震杆34、第二转动块35、第二安装座36、限位板37和缓冲弹簧38,其中,所述地下室构件5的内壁侧边安装有第二安装座36,所述第二安装座36的侧边安装有第二转动块35,所述第二转动块35的侧边安装有减震杆34,所述减震杆34的两端表面安装有限位板37,减震杆34的表面位于两组限位板37之间的位置套设有缓冲弹簧28,减震杆24的另一端安装有第一转动块33,所述第一转动块33的下端安装有第一安装座32。当地震震级较大时,此时地下室构件5也会受到较大的冲击力,此时冲击力会带动减震杆34被压缩,从而通过限位板37带动缓冲弹簧38被压缩,缓冲弹簧38可以对地下室构件5起到进一步的减震缓冲效果,而减震杆34被压缩时,活塞会压缩减震杆34内部的阻尼液,从而抑制缓冲弹簧38产生反弹,以起到良好的减震效果,通过将减震杆34的一端通过第一转动块33与第一安装座32转动连接,减震杆34的另一端通过第二转动块35与第二安装座36转动连接,可以避免减震杆34被压缩时产生卡死,通过在地下室构件5的内部下端安装有与第一安装座32固定连接的第一十字支撑板31,可以使得地下室构件5的底部起到良好的支撑性能。通过采用上述技术方案,可以提升地下室构件5底部的减震支撑性能。本实施例的其他部分与上述实施例相同,不再赘述。On the basis of the above-mentioned embodiments, this embodiment further defines the structure of the basement component support damping mechanism 3. As shown in FIG. , damping rod 34, second rotating block 35, second mounting base 36, limit plate 37 and buffer spring 38, wherein, the inner wall side of described basement member 5 is installed with second mounting base 36, and described second A second rotating block 35 is installed on the side of the mounting seat 36, and a shock absorbing rod 34 is installed on the side of the second rotating block 35, and a limit plate 37 is installed on the two ends of the shock absorbing rod 34. The surface of 34 is located between the two sets of limit plates 37, and a buffer spring 28 is sleeved. The other end of the damping rod 24 is equipped with a first rotating block 33, and the lower end of the first rotating block 33 is equipped with a first mounting Seat 32. When the magnitude of the earthquake was large, the basement component 5 would also be subjected to a greater impact force, and the impact force would drive the damping rod 34 to be compressed, thereby driving the buffer spring 38 to be compressed by the limit plate 37, and the buffer spring 38 The basement component 5 can be further damped and buffered, and when the damping rod 34 is compressed, the piston will compress the damping fluid inside the damping rod 34, thereby inhibiting the rebound of the buffer spring 38 to achieve good shock absorption Effect, by rotating one end of the damping rod 34 through the first rotating block 33 and the first mounting seat 32, the other end of the shock absorbing rod 34 is rotatingly connected with the second mounting seat 36 through the second rotating block 35, so that the shock absorbing rod 34 can be avoided. When the shock rod 34 is compressed, it is stuck. By installing the first cross support plate 31 fixedly connected with the first mounting seat 32 at the inner lower end of the basement component 5, the bottom of the basement component 5 can have a good supporting performance. By adopting the above technical solution, the shock-absorbing support performance at the bottom of the basement component 5 can be improved. Other parts of this embodiment are the same as those of the foregoing embodiment, and will not be repeated here.
实施例3:Example 3:
本实施例在上述实施例的基础上,进一步限定地下室构件支撑减震机构3的结构,如图2,图3所示,所述地下室构件5的内部下端安装有与第一安装座32固定连接的第一十字支撑板31。通过采用上述技术方案,可以使得地下室构件5的底部起到良好的支撑性能。本实施例的其他部分与上述实施例相同,不再赘述。On the basis of the above-mentioned embodiments, this embodiment further defines the structure of the basement component supporting shock absorbing mechanism 3, as shown in Fig. The first cross support plate 31. By adopting the above technical solution, the bottom of the basement component 5 can have a good supporting performance. Other parts of this embodiment are the same as those of the foregoing embodiment, and will not be repeated here.
实施例4:Example 4:
本实施例在上述实施例的基础上,进一步限定地下室构件支撑减震机构3的结构,如图3所示,所述减震杆34的一端通过第一转动块33与第一安装座32转动连接,减震杆34的另一端通过第二转动块35与第二安装座36转动连接。通过采用上述技术方案,可以避免减震杆34被压缩时产生卡死。本实施例的其他部分与上述实施例相同,不再赘述。On the basis of the above-mentioned embodiments, this embodiment further defines the structure of the basement component supporting the damping mechanism 3, as shown in Figure 3, one end of the damping rod 34 is rotated by the first rotating block 33 and the first mounting base 32 connected, the other end of the damping rod 34 is rotatably connected with the second mount 36 through the second rotating block 35 . By adopting the above technical solution, it is possible to avoid jamming of the damping rod 34 when it is compressed. Other parts of this embodiment are the same as those of the foregoing embodiment, and will not be repeated here.
实施例5:Example 5:
本实施例在上述实施例的基础上,进一步限定地下室构件顶部支撑机构4的结构,如图4所示,所述地下室构件顶部支撑机构4包括螺孔41、螺栓42、固定板43和第二十字支撑板45,所述地下室构件5的上端安装有第二十字支撑板45,第二十字支撑板45的侧边对应地下室构件5的内壁安装有固定板43,固定板43通过螺栓42与地下室构件5固定连接,地下室构件5的内壁开设有对应螺栓42的螺孔41。通过螺栓42配合螺孔41将固定板43安装在地下室构件5的上端,通过设置了第二十字支撑板45,可以增大地下室构件5与地上建筑2之间的接触面积,从而使得地上建筑2的重力能够被分化,以起到良好的支撑效果,通过在第二十字支撑板45的中心位置安装有中心高强度加强板44,可以提升第二十字支撑板45的结构强度。通过采用上述技术方案,可以提升地下室构件5对于地上建筑2的支撑性能。本实施例的其他部分与上述实施例相同,不再赘述。On the basis of the above-mentioned embodiments, this embodiment further defines the structure of the basement component top support mechanism 4, as shown in Figure 4, the basement component top support mechanism 4 includes screw holes 41, bolts 42, fixing plates 43 and A cross support plate 45, the upper end of the basement member 5 is equipped with a second cross support plate 45, the side of the second cross support plate 45 is equipped with a fixed plate 43 corresponding to the inner wall of the basement member 5, and the fixed plate 43 is connected to the basement by bolts 42 The components 5 are fixedly connected, and the inner wall of the basement component 5 is provided with screw holes 41 corresponding to the bolts 42 . The fixing plate 43 is installed on the upper end of the basement member 5 through the bolt 42 and the screw hole 41. By setting the second cross support plate 45, the contact area between the basement member 5 and the above-ground building 2 can be increased, so that the above-ground building 2 The gravity can be differentiated to play a good supporting effect. By installing a central high-strength reinforcement plate 44 at the center of the second cross support plate 45, the structural strength of the second cross support plate 45 can be improved. By adopting the above-mentioned technical solution, the supporting performance of the basement component 5 for the above-ground building 2 can be improved. Other parts of this embodiment are the same as those of the foregoing embodiment, and will not be repeated here.
实施例6:Embodiment 6:
本实施例在上述实施例的基础上,进一步限定地下室构件顶部支撑机构4的结构,如图4所示,所述第二十字支撑板45的中心位置安装有中心高强度加强板44。通过采用上述技术方案,可以提升第二十字支撑板45的结构强度。本实施例的其他部分与上述实施例相同,不再赘述。In this embodiment, on the basis of the above embodiments, the structure of the support mechanism 4 at the top of the basement component is further limited. As shown in FIG. 4 , a central high-strength reinforcement plate 44 is installed at the center of the second cross support plate 45 . By adopting the above technical solution, the structural strength of the second cross support plate 45 can be improved. Other parts of this embodiment are the same as those of the foregoing embodiment, and will not be repeated here.
可以理解的是,根据本实用新型一个实施例的地下室抗震抗渗结构结构,例如防水排水层7和抗渗支护墙8等部件的工作原理和工作过程都是现有技术,且为本领域的技术人员所熟知,这里就不再进行详细描述。It can be understood that the working principle and working process of the basement anti-seismic and anti-seepage structure according to an embodiment of the present invention, such as the waterproof and drainage layer 7 and the anti-seepage retaining wall 8, are all prior art, and are in the art It is well known to those skilled in the art, and will not be described in detail here.
尽管已经示出和描述了本实用新型的实施例,本领域的普通技术人员可以理解:在不脱离本实用新型的原理和宗旨下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those skilled in the art can understand that various changes, modifications, replacements and variations can be made to these embodiments without departing from the principle and purpose of the present invention. The scope of the present invention is defined by the claims and their equivalents.
Claims (6)
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