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A platform for research: civil engineering, architecture and urbanism
JOINT METAL FOR WOODY WALL PANEL, AND WOODEN BUILDING USING JOINT METAL FOR WOODY WALL PANEL
To efficiently construct a wooden building with earthquake resistance using a woody wall panel as a shear wall through efficiently designing bearing strength of each of joint metals by bearing tensile force and shearing force mainly with each of independent joint metals respectively.SOLUTION: A joint metal comprises: first joint metals 1 arranged on both of right and left sides of a lower end part of a CLT wall panel; a second joint metal 2 arranged between the first joint metals 1; third joint metals 3 arranged on both of right and left sides of an upper end part of the CLT wall panel; and a fourth joint metal 4 arranged between the third joint metals 3. A plurality of pin insertion holes into which drift pins 53 are inserted respectively in a longitudinal direction are formed in a bar-like part of the first joint metal 1 and the third joint metal 3 to mainly bear tensile force in the CLT wall panel, while a plurality of pin insertion long holes long in a vertical direction through which the drift pins 53 are inserted in an arbitrary interval in a longitudinal direction are formed on shearing force bearing plates of the second joint metal 2 and the third joint metal 3 to mainly bear shearing force acting on the CLT wall panel.SELECTED DRAWING: Figure 1
【課題】引張力とせん断力とを独立した接合金物で主に負担させて各接合金物の耐力を効率良く設計し、木質系壁パネルを耐震壁とした耐震性の高い木造建物を効率良く構築する。【解決手段】ＣＬＴ壁パネル下端部の左右両側に設けられる第１接合金物１と、第１接合金物１の間に設けられる第２接合金物２と、ＣＬＴ壁パネル上端部の左右両側に設けられる第３接合金物３と、第３接合金物３の間に設けられる第４接合金物４とを備え、第１接合金物１の棒状部および第３接合金物３にはその長手方向にドリフトピン５３が挿入される複数のピン挿通孔が形成され、ＣＬＴ壁パネルに作用する引張力を主に負担する一方、第２接合金物２および第３接合金物３のせん断力受け板部にはその長手方向に任意の間隔でドリフトピン５３が挿入される上下方向に長い複数のピン挿通長孔が形成されており、ＣＬＴ壁パネルに作用するせん断力を主に負担する。【選択図】図１
JOINT METAL FOR WOODY WALL PANEL, AND WOODEN BUILDING USING JOINT METAL FOR WOODY WALL PANEL
To efficiently construct a wooden building with earthquake resistance using a woody wall panel as a shear wall through efficiently designing bearing strength of each of joint metals by bearing tensile force and shearing force mainly with each of independent joint metals respectively.SOLUTION: A joint metal comprises: first joint metals 1 arranged on both of right and left sides of a lower end part of a CLT wall panel; a second joint metal 2 arranged between the first joint metals 1; third joint metals 3 arranged on both of right and left sides of an upper end part of the CLT wall panel; and a fourth joint metal 4 arranged between the third joint metals 3. A plurality of pin insertion holes into which drift pins 53 are inserted respectively in a longitudinal direction are formed in a bar-like part of the first joint metal 1 and the third joint metal 3 to mainly bear tensile force in the CLT wall panel, while a plurality of pin insertion long holes long in a vertical direction through which the drift pins 53 are inserted in an arbitrary interval in a longitudinal direction are formed on shearing force bearing plates of the second joint metal 2 and the third joint metal 3 to mainly bear shearing force acting on the CLT wall panel.SELECTED DRAWING: Figure 1
【課題】引張力とせん断力とを独立した接合金物で主に負担させて各接合金物の耐力を効率良く設計し、木質系壁パネルを耐震壁とした耐震性の高い木造建物を効率良く構築する。【解決手段】ＣＬＴ壁パネル下端部の左右両側に設けられる第１接合金物１と、第１接合金物１の間に設けられる第２接合金物２と、ＣＬＴ壁パネル上端部の左右両側に設けられる第３接合金物３と、第３接合金物３の間に設けられる第４接合金物４とを備え、第１接合金物１の棒状部および第３接合金物３にはその長手方向にドリフトピン５３が挿入される複数のピン挿通孔が形成され、ＣＬＴ壁パネルに作用する引張力を主に負担する一方、第２接合金物２および第３接合金物３のせん断力受け板部にはその長手方向に任意の間隔でドリフトピン５３が挿入される上下方向に長い複数のピン挿通長孔が形成されており、ＣＬＴ壁パネルに作用するせん断力を主に負担する。【選択図】図１
JOINT METAL FOR WOODY WALL PANEL, AND WOODEN BUILDING USING JOINT METAL FOR WOODY WALL PANEL
木質系壁パネル用接合金物、およびその木質系壁パネル用接合金物を用いた木造建物
MORIYA KAZUHIRO (author) / NAKAMURA MASUHISA (author)
2019-07-22
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
WOODY PANEL, WOODY PANEL COMPOSITE BODY AND WOODY PANEL MOUNT STRUCTURE
| European Patent Office | 2020