JP2014201871A5

JP2014201871A5 -

Info

Publication number: JP2014201871A5
Application number: JP2013075586A
Authority: JP
Filing date: 2013-04-01
Publication date: 2015-08-13

Description

特開２００４−０２７８１９号公報（第００１７段落〜第００１９段落、図１）JP 2004-027819 A (paragraphs 0017 to 0019, FIG. 1) 特開２００２−２９４８９４号公報（第００３３段落〜第００３５段落、図１〜図３）JP 2002-294894A (paragraphs 0033 to 0035, FIGS. 1 to 3) 特許第５１１３８７５号公報Japanese Patent No. 5113875

本発明では、（イ）住宅の骨組みとしての構造躯体と、（ロ）この構造躯体における前記した住宅の外部との境界面に対して釘によって固定される平板状の構造強化用面材と、（ハ）この構造強化用面材を構成する面と所定の間隔を保つようにして前記した住宅の外部に配置され、目地を介して直方体をした化粧レンガを壁状に垂直方向および水平方向に複数配置してなるレンガ壁と、（ニ）このレンガ壁を垂直方向および水平方向に所定の長さからなる単位領域としてのユニットごとに架空的に分割したときの、これらのユニット単位で前記した構造強化用面材の対応位置から、断面が円形をし一端部分を螺刻された１本の鋼材の前記した一端部分を螺入することでその部分を固定すると共に、その鋼材の他端部分を前記したレンガ壁の前記した化粧レンガ同士が垂直方向に隣接して配置されるべき箇所に水平面内で折り曲げて配置して前記した目地と共に固定することで前記した構造躯体とレンガ壁をユニット単位で支持するウオールタイとを具備し、前記構造躯体が耐震設計における許容範囲内での最大の揺れを生じたとき、前記構造躯体およびレンガ壁にそれぞれの端部を固定したウオールタイが降伏点に未到達となるような化粧レンガの集まりからなる矩形をした仮想領域を前記ウオールタイの１本１本が担当して受け持つユニットとして予め設定しておく。 In the present invention, (b) a structural frame as a framework of a house, and (b) a plate-like structural reinforcing surface material fixed by a nail to the boundary surface between the structural frame and the outside of the house, (C) A decorative brick, which is arranged outside the above-described house so as to maintain a predetermined distance from the surface constituting the structural reinforcing surface material, and has a rectangular parallelepiped shape through joints, is formed in a wall shape in the vertical and horizontal directions. A plurality of brick walls, and (d) when the brick wall is divided into units as a unit area having a predetermined length in the vertical direction and the horizontal direction as described above in units of these units. From the corresponding position of the structural reinforcing face material, the one end portion of one steel material having a circular cross section and one end portion screwed is fixed by screwing in the one end portion, and the other end portion of the steel material In front of the brick wall mentioned above The above-mentioned structural frame and the wall tie for supporting the brick wall in unit units by folding and arranging them in a horizontal plane at positions where the decorative bricks should be arranged adjacent to each other and fixing together with the joints described above. comprising the structural frame is when the resulting maximum sway within the allowable range in seismic design, wall tie with a fixed end of the structural framework and brick Kabeniso respectively is not reached to the yield point A rectangular virtual area made up of a collection of such decorative bricks is set in advance as a unit in charge of each wall tie .

また、本発明では、（イ）住宅の骨組みとしての構造躯体と、（ロ）この構造躯体における前記した住宅の外部との境界面に対して釘によって固定される平板状の構造強化用面材と、（ハ）この構造強化用面材を構成する面と所定の間隔を保つようにして前記した住宅の外部に配置され、目地を介して直方体をした化粧レンガを壁状に垂直方向および水平方向に複数配置してなるレンガ壁と、（ニ）このレンガ壁を垂直方向および水平方向に所定の長さからなる単位領域としてのユニットごとに架空的に分割したときの、これらのユニット単位で前記した構造強化用面材の対応位置から、断面が円形をし一端部分を螺刻された１本の鋼材の前記した一端部分を螺入することでその部分を固定すると共に、その鋼材の他端部分を前記したレンガ壁の前記した化粧レンガ同士が垂直方向に隣接して配置されるべき箇所に水平面内で折り曲げて配置して前記した目地と共に固定することで前記した構造躯体とレンガ壁をユニット単位で支持するウオールタイとを具備し、前記構造躯体が耐震設計における許容範囲内での最大の揺れを生じたとき、前記構造躯体およびレンガ壁にそれぞれの端部を固定したウオールタイが可逆的な変位を行い、外力を除去すると短時間に元の形状に復帰する範囲の化粧レンガの集まりからなる矩形をした仮想領域を前記ウオールタイの１本１本が担当して受け持つユニットとして予め設定しておく。 Further, in the present invention, a structure building frame as a skeleton of (a) housing, (b) a flat plate-like structural reinforcement which is fixed by a nail with respect to the boundary surface between the outer housing that you Keru the this structural frame and the surface member, (c) the structure constituting the reinforcing surface material so as to maintain the surface at a predetermined interval are arranged outside the houses mentioned above, vertical decorative brick has a rectangular parallelepiped through joints in a wall shape a brick wall in which a plurality arranged in a direction and in the horizontal direction, (d) when the imaginary divided into each unit of a unit region serving the brick wall in the vertical direction and the horizontal direction to a Jo Tokoro length, these from the corresponding position of the structure reinforcing face materials in units units, cross section to fix the parts by screwing the above-mentioned one end portion of one of the steel that is threaded at one end portion to the circular with, brick and the other end portion of the steel material Wherein the wall of the decorative bricks each other to support the structural framework and brick wall above in units by fixing with joint described above and arranged by bending in a horizontal plane at a location to be positioned adjacent to vertical A tie, and when the structural frame causes the maximum vibration within an allowable range in the seismic design, the wall tie with the respective ends fixed to the structural frame and the brick wall performs a reversible displacement, one by one of the wall tie the virtual area in which the rectangle consisting of a collection of decorative brick range to return to its original shape in the short time when removing the external force set in advance as a unit in charge in charge.

Claims

A structural enclosure as a framework of a house,
A plate-like structural reinforcing surface material fixed by a nail to the boundary surface between the housing and the outside of the structural body;
A plurality of decorative bricks arranged in a rectangular parallelepiped shape in the shape of a wall are arranged outside the house so as to keep a predetermined distance from the surface constituting the structural reinforcing surface material, and are arranged in a wall shape in the vertical and horizontal directions. A brick wall,
When this brick wall is aerial divided into units as a unit region having a predetermined length in the vertical and horizontal directions, the cross section is circular from the corresponding position of the structural reinforcing face material in units of these units. The one end portion of one steel material in which one end portion is screwed is fixed by screwing the one end portion, and the decorative bricks of the brick wall are adjacent to each other in the vertical direction at the other end portion of the steel material. A wall tie for supporting the structural frame and the brick wall in unit units by being folded and placed in a horizontal plane at a place to be arranged and fixed together with the joint .
When the structural frame causes the maximum vibration within the allowable range in the seismic design, the wall tie with the ends fixed to the structural frame and the brick wall does not reach the yield point . A brick wall support structure characterized in that a rectangular virtual area consisting of a group is set in advance as a unit in charge of each wall tie .

A structural enclosure as a framework of a house,
A plate-like structural reinforcing surface material fixed by a nail to the boundary surface between the housing and the outside of the structural body;
A plurality of decorative bricks arranged in a rectangular parallelepiped shape in the shape of a wall are arranged outside the house so as to keep a predetermined distance from the surface constituting the structural reinforcing surface material, and are arranged in a wall shape in the vertical and horizontal directions. A brick wall,
When this brick wall is aerial divided into units as a unit region having a predetermined length in the vertical and horizontal directions, the cross section is circular from the corresponding position of the structural reinforcing face material in units of these units. The one end portion of one steel material in which one end portion is screwed is fixed by screwing the one end portion, and the decorative bricks of the brick wall are adjacent to each other in the vertical direction at the other end portion of the steel material. A wall tie for supporting the structural frame and the brick wall in unit units by being folded and placed in a horizontal plane at a place to be arranged and fixed together with the joint .
When the structural frame causes the maximum vibration within the allowable range in the seismic design, the wall tie with its ends fixed to the structural frame and the brick wall performs a reversible displacement and the external force is removed. claim 1, characterized in that preset the virtual area in which the rectangle consisting of a collection of decorative brick range to return time to its original shape as a unit in charge responsible one by one of said wall tie The brick wall support structure described.

The brick wall support structure according to claim 1 or 2 , wherein the wall tie, the structural reinforcing surface material, and the contact of the brick wall are both rigidly connected.

A ladder is installed horizontally on the joint disposed between the upper surface of the decorative bricks arranged in a horizontal row constituting the predetermined level of the brick wall and the lower surface of the decorative bricks arranged in a horizontal row one level above. and ladder muscle was disposed shape is embedded as a structural reinforcing member, said ladder muscles that will be disposed an upper portion of the plurality of the decorative bricks constituting the coupling unit in the transverse direction so as to cross at one point The brick wall support structure according to claim 1 or 2, wherein

A method of forming a brick wall support structure according to any one of claims 1 to 4,
A structural reinforcing face material fixing step of fixing a plate-shaped structural reinforcing face material with a nail to a boundary surface with the outside of the housing in a structural frame as a framework of the house;
A horizontal direction that is predetermined every time the decorative brick is stacked in units of a predetermined height from the foundation with respect to the structural reinforcing surface material fixed in the structural reinforcing surface material fixing step. A wall tie one end side rigid joining step that rigidly joins by passing through one end portion of a wall tie made of a long and narrow steel material and screwing it into the structural housing;
A wall tie bending step of bending the other end of the wall tie rigidly joined to the structural housing at one end in the wall tie one end side rigid joining step at a right angle in a horizontal plane;
A decorative brick laminating step of laminating decorative bricks one by one at a predetermined interval with the structural reinforcing face material with respect to the foundation of the house to form a brick wall of a predetermined size;
When the decorative bricks are stacked one step at a time in the decorative brick stacking step, any one of the wall ties rigidly joined to the structural reinforcing face material in the wall tie one end side rigid joint step is a predetermined step of the decorative brick. When the other end side of the wall tie is bent at a right angle in the wall tie folding step in the corresponding wall tie, the surface generated by the bending is the same as the upper surface of these decorative bricks. Wall tie other end side rigid joining step that rigidly joins by arranging to be parallel,
In this wall tie other end side rigid joint step, the corresponding wall tie is arranged so as to be parallel to the upper surface of the decorative brick, and then the lamination of the decorative brick is started on the joint via the joint. And a brick wall forming step of forming a brick wall by sequentially stacking decorative bricks up to a height and rigidly joining the wall ties.

In the process of laminating the decorative brick in the decorative brick laminating step, every time the brick wall height is increased in units of 1 unit, the ladder is horizontally arranged before stacking the next level of decorative brick. 6. The method of forming a brick wall according to claim 5 , further comprising a ladder streak placement step of placing a ladder streak as a structural reinforcing member on the top surface of the decorative brick.