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The invention discloses a wood anti-seismic building. The wood anti-seismic building is characterized in that an anti-seismic cushion layer is arranged at the bottom of a wood anti-seismic building foundation, geotechnical cloth is laid on the anti-seismic cushion layer, an anti-seismic layer is arranged on the geotechnical cloth, transverse foundation beams are arranged at the two ends of the anti-seismic layer, the transverse foundation beams are connected through longitudinal foundation beams, round holes are formed in the two ends of the transverse foundation beams correspondingly, round wood columns are inserted into the round holes, foundation piers are arranged in the middles of the longitudinal foundation beams and provided with round holes, the round wood columns are inserted intothe round holes and is hollowed out in the middle, and solid steel pipes are arranged at the hollowed-out positions; steel horizontal supports are arranged between the adjacent solid steel pipes; steel suspension cables are arranged between the tops of foundation pier steel pipes and the tops of transverse foundation beam steel pipes; and energy release holes are formed in the direction of the longitudinal foundation beams, energy release wood is arranged in the energy release holes, gaps between the energy release wood and the energy release holes at the positions, extending into the longitudinal foundation beams, of the energy release wood are filled with polyphenyl foam plates, and other positions are filled with steel slag. The anti-seismic performance is good.
本发明公开了一种木抗震建筑,其特征是一种木抗震建筑,其特征是木抗震建筑基础底部设置抗震垫层,抗震垫层上面铺设土工布,土工布上面设置隔震层,隔震层两端设置横向基础梁,横向基础梁之间采用纵向基础梁联接,横向基础梁两端分别设置圆孔,圆孔插入圆木柱,纵向基础梁中部设置基础墩,基础墩设置圆孔,圆孔插入圆木柱,圆木柱中间镂空,镂空部位设置实心钢管。相邻实心钢管之间设置钢水平支撑。基础墩部位钢管顶部与横向基础梁部位钢管顶部之间设置钢悬索。释能孔沿纵向基础梁方向进行设置,释能孔内设置释能木,释能木伸入纵向基础梁部位释能木与释能孔之间空隙采用聚苯泡沫板填塞,其他部位采用钢渣填塞。本发明抗震性能良好。
The invention discloses a wood anti-seismic building. The wood anti-seismic building is characterized in that an anti-seismic cushion layer is arranged at the bottom of a wood anti-seismic building foundation, geotechnical cloth is laid on the anti-seismic cushion layer, an anti-seismic layer is arranged on the geotechnical cloth, transverse foundation beams are arranged at the two ends of the anti-seismic layer, the transverse foundation beams are connected through longitudinal foundation beams, round holes are formed in the two ends of the transverse foundation beams correspondingly, round wood columns are inserted into the round holes, foundation piers are arranged in the middles of the longitudinal foundation beams and provided with round holes, the round wood columns are inserted intothe round holes and is hollowed out in the middle, and solid steel pipes are arranged at the hollowed-out positions; steel horizontal supports are arranged between the adjacent solid steel pipes; steel suspension cables are arranged between the tops of foundation pier steel pipes and the tops of transverse foundation beam steel pipes; and energy release holes are formed in the direction of the longitudinal foundation beams, energy release wood is arranged in the energy release holes, gaps between the energy release wood and the energy release holes at the positions, extending into the longitudinal foundation beams, of the energy release wood are filled with polyphenyl foam plates, and other positions are filled with steel slag. The anti-seismic performance is good.
本发明公开了一种木抗震建筑,其特征是一种木抗震建筑,其特征是木抗震建筑基础底部设置抗震垫层,抗震垫层上面铺设土工布,土工布上面设置隔震层,隔震层两端设置横向基础梁,横向基础梁之间采用纵向基础梁联接,横向基础梁两端分别设置圆孔,圆孔插入圆木柱,纵向基础梁中部设置基础墩,基础墩设置圆孔,圆孔插入圆木柱,圆木柱中间镂空,镂空部位设置实心钢管。相邻实心钢管之间设置钢水平支撑。基础墩部位钢管顶部与横向基础梁部位钢管顶部之间设置钢悬索。释能孔沿纵向基础梁方向进行设置,释能孔内设置释能木,释能木伸入纵向基础梁部位释能木与释能孔之间空隙采用聚苯泡沫板填塞,其他部位采用钢渣填塞。本发明抗震性能良好。
Wood anti-seismic building
木抗震建筑
ZHU KUI (author)
2020-09-08
Patent
Electronic Resource
Chinese
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