CN105781203B - A kind of Antiseismic house of ground attachment rail - Google Patents
A kind of Antiseismic house of ground attachment rail Download PDFInfo
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- CN105781203B CN105781203B CN201610277534.8A CN201610277534A CN105781203B CN 105781203 B CN105781203 B CN 105781203B CN 201610277534 A CN201610277534 A CN 201610277534A CN 105781203 B CN105781203 B CN 105781203B
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- 238000013016 damping Methods 0.000 claims description 30
- 238000009415 formwork Methods 0.000 claims description 6
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052751 metal Inorganic materials 0.000 claims description 3
- 239000002184 metal Substances 0.000 claims description 3
- 229920006327 polystyrene foam Polymers 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 5
- 241001391944 Commicarpus scandens Species 0.000 abstract description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical compound [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 5
- 229910052802 copper Inorganic materials 0.000 description 5
- 239000010949 copper Substances 0.000 description 5
- 229910052710 silicon Inorganic materials 0.000 description 4
- 239000010703 silicon Substances 0.000 description 4
- PWHULOQIROXLJO-UHFFFAOYSA-N Manganese Chemical compound [Mn] PWHULOQIROXLJO-UHFFFAOYSA-N 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 229910052748 manganese Inorganic materials 0.000 description 3
- 239000011572 manganese Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 229910000975 Carbon steel Inorganic materials 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 2
- 230000000703 anti-shock Effects 0.000 description 2
- 239000010962 carbon steel Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
- E04H9/0235—Anti-seismic devices with hydraulic or pneumatic damping
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
本发明提供了一种地基安装轨道的抗震房，包括地基和建筑主体，其特点是所述地基之上还设置有轨道体系，所述建筑主体建筑在所述轨道体系之上；所述轨道体系呈平整无翘曲铺设状，其包括外侧边缘轨道梁，和连接所述外侧边缘轨道梁的轨道连梁，以及连接所述外侧边缘轨道梁和所述轨道连梁的轨道叉梁，所述外侧边缘轨道梁与所述轨道连梁，以及所述轨道叉梁与所述外侧边缘轨道梁、轨道连梁连接处设有钢轨接头螺栓，连接呈一体后的所述外侧边缘轨道梁和所述轨道连梁，以及所述轨道叉梁还采用混凝土浇筑制成预定形体，共同支撑所述建筑主体。其在发生地震时，抗震效果好、地板不易断裂。
The invention provides an anti-seismic house with a track installed on the foundation, which includes a foundation and a building body, and is characterized in that a track system is arranged on the foundation, and the building body is built on the track system; the track system It is laid in a flat and non-warping shape, which includes an outer edge track beam, a track connecting beam connecting the outer edge track beam, and a track fork beam connecting the outer edge track beam and the track connecting beam. Rail joint bolts are provided at the connection between the edge track beam and the track connecting beam, and the track fork beam, the outer edge track beam and the track connecting beam, and the outer edge track beam and the track after being connected as one The connecting beams and the track fork beams are also made into predetermined shapes by pouring concrete to jointly support the main body of the building. When an earthquake occurs, the anti-seismic effect is good, and the floor is not easy to break.
Description
技术领域technical field
本发明涉及一种地基安装轨道的抗震房。The invention relates to an anti-seismic room with rails installed on the foundation.
背景技术Background technique
地震是一种自然灾害，是一种非人力可以抵抗的毁灭性的自然灾害，地震自古时有发生。传统建筑的建造，其框架都是采用一体式的建筑构造，在遇到地震时，整栋楼都跟着地面摇动，而且，楼层越高，摆动得越大。传统的高层建筑的防震措施就是采用加强整体框架结构的牢固性，这种方式的防震看似可行，但实际上存在诸多隐患，比如框架的楼盖部分经受不起地震的快速摆动时容易断裂而造成防震失败。Earthquake is a natural disaster, a devastating natural disaster that cannot be resisted by human beings. Earthquakes have occurred since ancient times. In the construction of traditional buildings, the frame is an integrated building structure. When an earthquake occurs, the whole building will shake with the ground, and the higher the floor, the greater the swing. The traditional anti-seismic measure of high-rise buildings is to strengthen the firmness of the overall frame structure. This method of anti-seismic seems feasible, but in fact there are many hidden dangers. Cause shockproof failure.
发明内容Contents of the invention
有鉴于此，本发明的目的是提供一种抗震效果好、地板不易断裂的一种地基安装轨道的抗震房。In view of this, the object of the present invention is to provide a kind of anti-seismic room with good anti-seismic effect and floor not easy to break.
为了解决上述技术问题，本发明的技术方案是：In order to solve the problems of the technologies described above, the technical solution of the present invention is:
一种地基安装轨道的抗震房，包括地基和建筑主体，其中所述地基之上还设置有轨道体系，所述建筑主体建筑在所述轨道体系之上；所述轨道体系呈平整无翘曲铺设状，其包括外侧边缘轨道梁，和连接所述外侧边缘轨道梁的轨道连梁，以及连接所述外侧边缘轨道梁和所述轨道连梁的轨道叉梁，所述外侧边缘轨道梁与所述轨道连梁，以及所述轨道叉梁与所述外侧边缘轨道梁、轨道连梁连接处设有钢轨接头螺栓，连接呈一体后的所述外侧边缘轨道梁和所述轨道连梁，以及所述轨道叉梁还采用混凝土浇筑制成预定形体，共同支撑所述建筑主体。An anti-seismic house with rails installed on the foundation, including a foundation and a building body, wherein a rail system is arranged on the foundation, and the building body is built on the rail system; the rail system is laid flat and without warping shape, which includes an outer edge track beam, a track connecting beam connecting the outer edge track beam, and a track fork beam connecting the outer edge track beam and the track connecting beam, and the outer edge track beam is connected to the outer edge track beam The track connecting beam, and the joint of the track fork beam and the outer edge track beam and the track connecting beam are provided with rail joint bolts, and the outer edge track beam and the track connecting beam are connected as one, and the The track fork beam is also made into a predetermined shape by pouring concrete to jointly support the main body of the building.
优选地，上述的一种地基安装轨道的抗震房，其中所述建筑主体与所述轨道体系之间还设有防震底板结构。Preferably, in the above-mentioned anti-seismic house with rails installed on the foundation, an anti-seismic floor structure is further provided between the main body of the building and the rail system.
优选地，上述的一种地基安装轨道的抗震房，其中所述防震底板结构包括底板和设置于该底板上的多个空腔模壳，所述空腔模壳内设有覆盖于所述底板之上的第一阻尼垫，所述第一阻尼垫上连结有若干相互连结的阻尼柱体，所述阻尼柱体的横截面呈正五边形或正六边形形状，其内呈空心状，其空心内部填充有聚苯乙烯发泡体，所述阻尼柱体的外表面的每个面上均覆盖连结有防震板；所述阻尼柱体沿底板长度方向或底板宽度方向依次平行连结，相邻的所述阻尼柱体的横截面的中心点连接线呈波浪形状，中心点位于该连接线波峰处的所述阻尼柱体的上端面上还覆盖连接有第二阻尼垫。Preferably, the above-mentioned anti-seismic room with rails installed on the foundation, wherein the anti-seismic base plate structure includes a base plate and a plurality of cavity formworks arranged on the base plate, and the cavity formwork covers the base plate Above the first damping pad, the first damping pad is connected with a number of damping cylinders connected to each other. The cross section of the damping cylinder is in the shape of a regular pentagon or a regular hexagon, and the inside is hollow. The interior is filled with polystyrene foam, and each surface of the outer surface of the damping cylinder is covered with a shockproof plate; the damping cylinders are sequentially connected in parallel along the length direction of the bottom plate or the width direction of the bottom plate, and the adjacent The connecting line of the central point of the cross section of the damping column is in a wave shape, and the upper end surface of the damping column whose center point is at the crest of the connecting line is also covered and connected with a second damping pad.
优选地，上述的一种地基安装轨道的抗震房，其中所述外侧边缘轨道梁相互垂直连接呈矩形形状，所述轨道连梁设置于矩形状内部与对应的外侧边缘轨道梁垂直连接，将所述矩形分隔成多个矩形单元，所述轨道叉梁设置于所述矩形单元的对角线位置处，分别与对应的所述外侧边缘轨道梁和所述轨道连梁连接。Preferably, the above-mentioned anti-seismic house with rails installed on the foundation, wherein the outer edge track beams are vertically connected to each other in a rectangular shape, the track connecting beams are arranged inside the rectangle and vertically connected with the corresponding outer edge track beams, and the outer edge track beams are vertically connected. The rectangle is divided into a plurality of rectangular units, and the track fork beams are arranged at diagonal positions of the rectangular units, and are respectively connected with the corresponding outer edge track beams and the track connecting beams.
优选地，上述的一种地基安装轨道的抗震房，其中所述轨道连梁沿所述外侧边缘轨道梁长度方向或宽度方向呈均匀间隔设置。Preferably, in the above-mentioned anti-seismic house with rails installed on the foundation, the rail connecting beams are arranged at uniform intervals along the length direction or width direction of the outer edge rail beams.
优选地，上述的一种地基安装轨道的抗震房，其中所述第二阻尼垫的顶部还连结有防潮膜层。Preferably, in the above-mentioned anti-seismic room with rails installed on the foundation, the top of the second damping pad is also connected with a moisture-proof film layer.
优选地，上述的一种地基安装轨道的抗震房，其中所述防潮膜层为PE膜或铝膜或金属防潮纸层。Preferably, the above-mentioned anti-seismic room with rails installed on the foundation, wherein the moisture-proof film layer is PE film or aluminum film or metal moisture-proof paper layer.
与现有技术相比较，本发明技术效果主要体现在：本发明中在建筑主体与地基之间增设有轨道体系，轨道体系采用铁路的铁轨连接铺设而成，包括普通含锰钢轨、含铜普碳钢钢轨、高硅含铜钢钢轨、铜轨、锰轨、硅轨等，在发生地震时，地基之上的轨道体系极难断裂，其对建筑主体起到了很好的保护作用，起到很好的防震效果。Compared with the prior art, the technical effect of the present invention is mainly reflected in: in the present invention, a track system is added between the building body and the foundation. Carbon steel rails, high-silicon copper-containing steel rails, copper rails, manganese rails, silicon rails, etc., in the event of an earthquake, the rail system on the foundation is extremely difficult to break, which plays a very good role in protecting the main body of the building and Very good shockproof effect.
附图说明Description of drawings
图1：本发明结构示意图；Fig. 1: Schematic diagram of the structure of the present invention;
图2：本发明轨道体系结构平面图；Fig. 2: the plan view of track system structure of the present invention;
图3：本发明防震底板结构的结构示意图；Fig. 3: the structure schematic diagram of anti-vibration floor structure of the present invention;
图4：本发明外侧边缘轨道梁、轨道连梁、轨道叉梁的截面示意图。Fig. 4: Schematic cross-sectional view of the outer edge track beam, track connecting beam, and track fork beam of the present invention.
具体实施方式Detailed ways
以下结合附图，对本发明的具体实施方式作进一步详述，以使本发明技术方案更易于理解和掌握。The specific implementation manners of the present invention will be further described below in conjunction with the accompanying drawings, so as to make the technical solution of the present invention easier to understand and grasp.
如图1，图2和图3所示，一种地基安装轨道的抗震房，包括地基3和建筑主体1，其中所述地基3之上还设置有轨道体系2，所述建筑主体1建筑在所述轨道体系2之上；所述轨道体系2呈平整无翘曲铺设状，包括外侧边缘轨道梁2.0，和连接所述外侧边缘轨道梁2.0的轨道连梁2.1，以及连接所述外侧边缘轨道梁2.0和所述轨道连梁2.1的轨道叉梁2.2，外侧边缘轨道梁2.0与轨道连梁2.1连接处设有钢轨接头螺栓，轨道叉梁2.2分布与外侧边缘轨道梁2.0、轨道连梁2.1的连接位置处也设有钢轨接头螺栓，连接呈一体后的所述外侧边缘轨道梁2.0和所述轨道连梁2.1以及所述轨道叉梁2.2采用混凝土浇筑为一体，共同支撑所述建筑主体1。具体地，外侧边缘轨道梁2.0相互垂直连接呈矩形形状，所述轨道连梁2.1设置于矩形状内部与对应的外侧边缘轨道梁2.0垂直连接，将所述矩形分隔成多个矩形单元，所述轨道叉梁2.2设置于所述矩形单元的对角线位置处，分别与对应的所述外侧边缘轨道梁2.0和所述轨道连梁2.1连接。As shown in Fig. 1, Fig. 2 and Fig. 3, a kind of anti-earthquake room with a track installed on the foundation includes a foundation 3 and a building body 1, wherein a track system 2 is also arranged on the foundation 3, and the building body 1 is built on On the track system 2; the track system 2 is laid flat and without warping, including the outer edge track beam 2.0, and the track connecting beam 2.1 connecting the outer edge track beam 2.0, and connecting the outer edge track beam 2.0 Beam 2.0 and the track fork beam 2.2 of the track connecting beam 2.1, rail joint bolts are arranged at the connection between the outer edge track beam 2.0 and the track connecting beam 2.1, and the track fork beam 2.2 is distributed with the outer edge track beam 2.0 and the track connecting beam 2.1. Rail joint bolts are also provided at the connection position, and the outer edge track beam 2.0, the track connecting beam 2.1 and the track fork beam 2.2 that are connected into one body are integrated by concrete pouring to support the building body 1 together. Specifically, the outer edge track beams 2.0 are vertically connected to each other in a rectangular shape, and the track connecting beams 2.1 are arranged inside the rectangle and vertically connected with the corresponding outer edge track beams 2.0, dividing the rectangle into multiple rectangular units. The track fork beams 2.2 are arranged at the diagonal positions of the rectangular units, and are respectively connected with the corresponding outer edge track beams 2.0 and the track connecting beams 2.1.
上述外侧边缘轨道梁2.0、轨道连梁2.1、轨道叉梁2.2的截面示意图如图4所示。The schematic cross-sections of the outer edge track beam 2.0, the track connecting beam 2.1, and the track fork beam 2.2 are shown in FIG. 4 .
其中所述轨道连梁2.1沿所述外侧边缘轨道梁2.0长度方向或宽度方向呈均匀间隔设置。Wherein the track connecting beams 2.1 are arranged at uniform intervals along the length direction or width direction of the outer edge track beams 2.0.
其中所述建筑主体1与所述轨道体系2之间还设有防震底板结构4；防震底板结构4包括底板4.0和设置于该底板4.0上的多个空腔模壳4.1，所述空腔模壳4.1内设有覆盖于所述底板4.0之上的第一阻尼垫4.2，所述第一阻尼垫4.2上连结有若干相互连结的阻尼柱体4.3，所述阻尼柱体4.3的横截面呈正五边形或正六边形形状，其内呈空心状，其空心内部填充有聚苯乙烯发泡体（4.5，4.6），所述阻尼柱体4.3的外表面的每个面上均覆盖连结有防震板4.4；所述阻尼柱体4.3沿底板4.0长度方向或底板宽度方向依次平行连结，相邻的所述阻尼柱体4.3的横截面的中心点连接线呈波浪形状，中心点位于该连接线波峰处的所述阻尼柱体4.3的上端面上还覆盖连接有第二阻尼垫4.7。Wherein the building main body 1 and the track system 2 are also provided with an anti-shock base plate structure 4; the anti-shock base plate structure 4 includes a base plate 4.0 and a plurality of cavity formwork 4.1 arranged on the base plate 4.0, the cavity formwork The shell 4.1 is provided with a first damping pad 4.2 covering the bottom plate 4.0, and a number of interlinked damping cylinders 4.3 are connected to the first damping pad 4.2, and the cross-section of the damping cylinders 4.3 is positive five. Polystyrene foam (4.5, 4.6) is filled in the hollow inside, and each surface of the outer surface of the damping cylinder 4.3 is covered with a shockproof Plate 4.4; the damping cylinders 4.3 are sequentially connected in parallel along the length direction of the bottom plate 4.0 or the width direction of the bottom plate, and the connecting lines of the center points of the cross-sections of the adjacent damping cylinders 4.3 are in a wave shape, and the center points are located at the crests of the connecting lines The upper end surface of the damping column 4.3 at the position is also covered and connected with a second damping pad 4.7.
此外，其中所述第二阻尼垫4.7的顶部还连结有防潮膜层；防潮膜层为PE膜或铝膜或金属防潮纸层。In addition, the top of the second damping pad 4.7 is also connected with a moisture-proof film layer; the moisture-proof film layer is PE film or aluminum film or metal moisture-proof paper layer.
本发明中在建筑主体与地基之间增设有轨道体系，轨道体系采用铁路的铁轨连接铺设而成，包括普通含锰钢轨、含铜普碳钢钢轨、高硅含铜钢钢轨、铜轨、锰轨、硅轨等，在发生地震时，地基之上的轨道体系极难断裂，其对建筑主体起到了很好的保护作用，起到很好的防震效果。In the present invention, a track system is added between the main body of the building and the foundation. The track system is formed by connecting and laying railway rails, including ordinary manganese-containing steel rails, copper-containing ordinary carbon steel rails, high-silicon copper-containing steel rails, copper rails, manganese Rails, silicon rails, etc. When an earthquake occurs, the track system on the foundation is extremely difficult to break, which plays a very good role in protecting the main body of the building and has a good shockproof effect.
当然，以上只是本发明的典型实例，除此之外，本发明还可以有其它多种具体实施方式，凡采用等同替换或等效变换形成的技术方案，均落在本发明要求保护的范围之内。Of course, the above are only typical examples of the present invention. In addition, the present invention can also have other multiple specific implementation modes. All technical solutions formed by equivalent replacement or equivalent transformation all fall within the scope of protection claimed by the present invention. Inside.
Claims (5)
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| CN201610277534.8A CN105781203B (en) | 2016-05-02 | 2016-05-02 | A kind of Antiseismic house of ground attachment rail |
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| CN201610277534.8A CN105781203B (en) | 2016-05-02 | 2016-05-02 | A kind of Antiseismic house of ground attachment rail |
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| CN103233588A (en) * | 2013-04-18 | 2013-08-07 | 叶长青 | Translation method for building with raft foundation |
| CN204080876U (en) * | 2014-09-10 | 2015-01-07 | 黄崑煌 | Honeycomb Structural Isolators for Buildings |
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2016
- 2016-05-02 CN CN201610277534.8A patent/CN105781203B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08158695A (en) * | 1994-12-06 | 1996-06-18 | Kajima Corp | Seismic tube structure and frame structure of high-rise office building |
| CN2871621Y (en) * | 2006-02-16 | 2007-02-21 | 贵阳铝镁设计研究院 | Ground structure of alumina works with special railway |
| CN201874003U (en) * | 2010-11-26 | 2011-06-22 | 中国水电顾问集团成都勘测设计研究院 | Underground reinforcing structure |
| CN103233588A (en) * | 2013-04-18 | 2013-08-07 | 叶长青 | Translation method for building with raft foundation |
| CN204080876U (en) * | 2014-09-10 | 2015-01-07 | 黄崑煌 | Honeycomb Structural Isolators for Buildings |
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| CN105781203A (en) | 2016-07-20 |
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