JPH08333806A - Collapse preventive structure of wooden building - Google Patents

Collapse preventive structure of wooden building

Info

Publication number
JPH08333806A
JPH08333806A JP16814595A JP16814595A JPH08333806A JP H08333806 A JPH08333806 A JP H08333806A JP 16814595 A JP16814595 A JP 16814595A JP 16814595 A JP16814595 A JP 16814595A JP H08333806 A JPH08333806 A JP H08333806A
Authority
JP
Japan
Prior art keywords
foundation
pillar
wooden
foundation bolt
fixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP16814595A
Other languages
Japanese (ja)
Inventor
Takayuki Yadokoro
孝之 谷所
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP16814595A priority Critical patent/JPH08333806A/en
Publication of JPH08333806A publication Critical patent/JPH08333806A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To prevent the removal of a building from a sill and a post resultant from the floating up of the post and a wall girder or a beam. CONSTITUTION: This invention relates to a collapse preventive structure of a wooden structure which prevents the removal of a post 6 from a ground sill 3 or the removal of a beam or a wall girder 7 from the post 6 of a wooden structure accompanied by a strong earthquake and a strong wind. Connection hardware 13 is interposed between a head slack of a foundation bolt 2 fixed with foundation concrete 2, thereby fastening the beam or the wall girder 7 with the foundation bolt 2. This construction makes it possible to prevent the wooden structure from being collapsed attributable to the removal of the post 6 from the ground sill 3 and the removal of the wall girder 7 and the beam from the post 6.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、大風、地震などによ
り木造建築物が倒壊するのを防止するための木造建築物
の倒壊防止構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for preventing collapse of a wooden structure which prevents the structure from collapsing due to a strong wind, an earthquake or the like.

【0002】[0002]

【従来の技術】我が国は、台風や地震の多い国であっ
て、建設されるべき構造物はすべて耐風構造、耐震構造
としなければならないことが建築基準法に規定されてい
る。台風あるいは旋風による風圧力あるいは地震力によ
り木造建築物が倒壊するのを防止するには、一般に筋か
い、控柱あるいは有効な耐力壁などを適切に配置させる
ことが有効である。木造建築物の倒壊を防止する方法と
しては、建築物のねじれに対しては、火打ばり、火打土
台、箱金物。建築物の横倒れに対しては、筋かい、ぬ
き。建築物の浮き上がりに対しては、基礎へのボルト締
め、箱金物。建築物の横滑りに対しては、ホゾによって
固定する等の工法が採用されている。
2. Description of the Related Art Japan is a country with many typhoons and earthquakes, and the Building Standard Law stipulates that all structures to be constructed must be wind-resistant structures and earthquake-resistant structures. In order to prevent a wooden structure from collapsing due to wind pressure or seismic force caused by a typhoon or whirlwind, it is generally effective to appropriately arrange braces, retaining columns or effective bearing walls. As a method of preventing the collapse of a wooden structure, a wrench, a sill base, and a box metal object are used to prevent the building from twisting. When it comes to the fall of a building, it's braced and unbridled. For the floating of the building, bolting to the foundation, box metalwork. For skidding of buildings, construction methods such as fixing with a hoso are used.

【0003】耐風構造では、木造の小規模な建築物に対
しては、筋かいの類を含む耐力壁の必要長さ(壁率)を
大ぬき片筋かいを標準にとって建築物の見付面積に応じ
て表1に示すとおり規定している。また、耐震構造で
は、耐風構造と同様に小規模な木造建築物では、その床
面積の規模に応じた筋かいなどを含む壁の長さを表2の
ように規定している。
In the wind resistant structure, for a small wooden building, the required length (wall ratio) of the bearing wall including braces is largely removed, and the found area of the building is based on the standard braces. It is prescribed as shown in Table 1 according to the above. As for the earthquake-resistant structure, as in the case of the wind-resistant structure, in the case of a small-scale wooden building, the length of the wall including the braces corresponding to the scale of the floor area is specified as shown in Table 2.

【0004】[0004]

【表1】 [Table 1]

【0005】[0005]

【表2】 [Table 2]

【0006】また、小規模な木造建築物では、図4に示
すとおり、基礎コンクリート41に埋設した基礎ボルト
42で基礎コンクリート41上に固定された土台43の
ホゾ穴に柱44のホゾを差し込み、I型またはT型の箱
金物45を土台43および柱44に釘46で止めて柱4
4の浮き上がりを防止している。同様に柱44上の敷げ
た47あるいははりと柱44との連結は、同様に敷げた
47あるいははりのホゾ穴を柱44のホゾに嵌め合わ
せ、I型またはT型の箱金物45を敷げた47あるいは
はりと柱44に釘46で止めて敷げた47あるいははり
の浮き上がりを防止するか、あるいは羽子板ボルトで固
定して浮き上がりを防止するのが一般的である。なお、
48は筋かいである。
Also, in a small-scale wooden building, as shown in FIG. 4, the dowels of the pillars 44 are inserted into the dowel holes of the foundation 43 fixed on the foundation concrete 41 by the foundation bolts 42 embedded in the foundation concrete 41, The I-shaped or T-shaped box metal member 45 is fixed to the base 43 and the pillar 44 with a nail 46, and the pillar 4
4 is prevented from rising. Similarly, the connection between the laid 47 or beam on the column 44 and the column 44 is performed by fitting the mortise hole of the similarly laid 47 or beam to the mortise of the column 44 and laying the I-shaped or T-shaped box hardware 45. It is general to prevent the floating of the beam 47 or beam laid on the beam 47 and the beam 44 by the nails 46, or to prevent the beam 47 from being lifted up by fixing with the battledore bolts. In addition,
48 is bracing.

【0007】[0007]

【発明が解決しようとする課題】上記のような柱や敷げ
たあるいははりの浮き上がり防止構造では、強い力が加
わった時に箱金物の止め釘が抜け、柱や敷げたあるいは
はりが土台や柱から離脱して倒壊に至る。特に直下型の
大地震においては、上記の原因による木造建築物の倒壊
が顕著であることが、平成7年1月の阪神・淡路大震災
(兵庫県南部地震)で確認されている。
SUMMARY OF THE INVENTION In the above-described structure for preventing the floating of pillars, pavers or beams, the pegs of the box metal will fall out when strong force is applied, and the pillars or pavers or beams can be removed from the base or pillars. It breaks down and collapses. Particularly in the case of a direct earthquake, the collapse of wooden structures due to the above causes was confirmed in the Great Hanshin-Awaji Earthquake (Hyogoken Nanbu Earthquake) in January 1995.

【0008】この発明の目的は、上記箱金物を土台およ
び柱に釘止めして柱および敷げたあるいははりの浮き上
がりを防止する従来法の欠点を解消し、柱および敷げた
あるいははりの浮き上がりによる土台および柱からの離
脱を防止でき、安価でしかも簡単に取付けできる木造建
築物の倒壊防止構造を提供することにある。
The object of the present invention is to eliminate the drawbacks of the conventional method in which the metal box is nailed to the foundation and the pillar to prevent the pillar and the floor or the beam from rising. Another object of the present invention is to provide a structure for preventing collapse of a wooden structure which can be detached from a pillar and can be easily attached at low cost.

【0009】[0009]

【課題を解決するための手段】本発明者らは、上記目的
を達成すべく鋭意検討を重ねた。その結果、基礎コンク
リート上に土台を固定する基礎ボルトは、土台を固定し
た際に頭部余長が存在するので、該基礎ボルトの頭部余
長を活用し、はりまたは敷げたを連結金物により基礎ボ
ルトに締結固定することによって、柱および敷げたある
いははりが土台および柱から離脱するのを防止できると
の結論に至り、この発明に到達した。
Means for Solving the Problems The present inventors have intensively studied to achieve the above object. As a result, the foundation bolt for fixing the foundation on the foundation concrete has a head extra length when the foundation is fixed.Therefore, the head extra length of the foundation bolt is utilized, and the beam or spread is attached by the connecting hardware. The present invention has been reached by the conclusion that it is possible to prevent the pillar and the bedding or the beam from separating from the base and the pillar by fastening and fixing to the foundation bolt.

【0010】すなわちこの発明は、強震、強風に伴う木
造建築物の土台からの柱の離脱ならびに柱からのはりあ
るいは敷げたの離脱による倒壊防止構造であって、土台
を基礎コンクリートに固定した基礎ボルトの頭部余長部
とはりあるいは敷げたとの間に、連結金物を介在せしめ
てはりあるいは敷げたを基礎ボルトに締結固定したこと
を特徴とする木造建築物の倒壊防止構造である。
That is, the present invention is a collapse prevention structure for detaching a pillar from a base of a wooden structure and detachment of a beam or a liner from the pillar due to strong earthquake and strong wind, and a foundation bolt having the foundation fixed to a foundation concrete. A structure for preventing collapse of a wooden building, characterized in that a connecting metal object is interposed between the head extra length portion and the beam or spread, and the beam or spread is fastened and fixed to a foundation bolt.

【0011】また、この発明は、強震、強風に伴う木造
建築物の土台からの柱の離脱ならびに柱からのはりある
いは敷げたの離脱による倒壊防止構造であって、土台を
基礎コンクリートに固定した基礎ボルトの頭部余長部に
螺合する雌ねじと、はりあるいは敷げたを貫通する頭部
に雄ねじを有する連結金物ではりあるいは敷げたを基礎
ボルトに締結固定したことを特徴とする木造建築物の倒
壊防止構造である。
Further, the present invention is a collapse prevention structure by detachment of a pillar from the base of a wooden structure and detachment of a beam or a liner from the pillar due to strong earthquake and strong wind, and the foundation is fixed to a foundation concrete. In a wooden structure characterized by connecting a thread or a thread to the extra length of the head of the bolt and a connecting hardware having a male thread on the head that penetrates the beam or the bed, the beam or the bed is fastened and fixed to the foundation bolt. It has a collapse prevention structure.

【0012】[0012]

【作用】この発明においては、土台を基礎コンクリート
に固定した基礎ボルトの頭部余長部とはりあるいは敷げ
たとの間に、連結金物を介在せしめてはりあるいは敷げ
たを基礎ボルトに締結固定したことによって、柱の上部
に位置するはりあるいは敷げたは、連結金物を介して基
礎コンクリートに埋設された基礎ボルトに締結固定され
る。このため、柱は、基礎ボルトに締結固定された上部
のはりあるいは敷げたと土台との間に位置することとな
り、上下方向に強い力が働いたとしても、基礎ボルトお
よび連結金物の抵抗によって柱の土台からの離脱ならび
に柱からのはりあるいは敷げたの離脱が防止され、柱の
土台からの離脱ならびに柱からのはりあるいは敷げたの
離脱による木造建築物の倒壊を防止することができる。
In the present invention, the base bolt is fixed to the foundation concrete, and the head extra length of the foundation bolt and the beam or the pad are laid and the beam or the pad is fastened and fixed to the bolt. By doing so, the beam or laid on the top of the pillar is fastened and fixed to the foundation bolt embedded in the foundation concrete through the connecting hardware. For this reason, the pillar is located between the upper beam fastened and fixed to the foundation bolt or the floor and the foundation, and even if a strong force acts in the vertical direction, the pillar will be affected by the resistance of the foundation bolt and the connecting hardware. It is possible to prevent the detachment of the pillar from the base and the detachment of the beam or the spread from the pillar, and to prevent the collapse of the wooden structure due to the detachment of the pillar from the foundation and the detachment of the stick or the spread from the pillar.

【0013】また、この発明においては、土台を基礎コ
ンクリートに固定した基礎ボルトの頭部余長部に螺合す
る雌ねじと、はりあるいは敷げたを貫通する頭部に雄ね
じを有する連結金物ではりあるいは敷げたを基礎ボルト
に締結固定したことによって、連結金物を簡易に基礎ボ
ルトに取付けでき、簡単な操作によって柱の上部に位置
するはりあるいは敷げたを基礎コンクリートに埋設され
た基礎ボルトに締結固定することができる。このため、
柱は、基礎ボルトに締結固定された上部のはりあるいは
敷げたと土台との間に位置することとなり、上下方向に
強い力が働いたとしても、基礎ボルトおよび連結金物の
抵抗によって柱の土台からの離脱ならびに柱からのはり
あるいは敷げたの離脱が防止され、柱の土台からの離脱
ならびに柱からのはりあるいは敷げたの離脱による木造
建築物の倒壊を防止することができる。
Further, in the present invention, a connecting screw having a female screw threaded to a head extra length portion of a foundation bolt having a base fixed to a concrete foundation and a coupling metal article having a male screw thread at a head portion penetrating the beam or sill or By fastening and fixing the mat to the foundation bolt, the connecting hardware can be easily attached to the foundation bolt, and the beam or mat located at the top of the pillar is fastened and fixed to the foundation bolt embedded in the foundation concrete by a simple operation. be able to. For this reason,
The pillar will be located between the upper beam fastened and fixed to the foundation bolt or the floor and the foundation, and even if a strong force acts in the vertical direction, it will be It is possible to prevent the detachment of the wooden structure and the detachment of the beam or the bedding from the column, and to prevent the collapse of the wooden structure due to the detachment of the column from the base and the detachment of the beam or the bedding from the column.

【0014】この発明において使用する連結金物として
は、基礎ボルトの頭部余長を活用してはりあるいは敷げ
たを基礎ボルトに締結固定できればよく、特に限定され
るものではないが、例えば、請求項2に記載の基礎ボル
トの頭部余長部に螺合する雌ねじと、はりあるいは敷げ
たを貫通する頭部に雄ねじを有する連結金物、あるいは
基礎ボルトの頭部余長部にフックを溶接し、はりあるい
は敷げたを貫通するフックボルトのフックとの間にワイ
ヤ、ターンパックル等を介在させたもの等、余り工数と
費用を要しないものが推奨される。
The connecting metal used in the present invention is not particularly limited as long as it can fasten and fix the beam or the spread to the base bolt by utilizing the head extra length of the base bolt. 2. A female thread that is screwed into the extra head portion of the foundation bolt described in 2, and a connecting hardware having a male thread on the head that penetrates through the beam or lay, or a hook is welded to the extra head portion of the foundation bolt, It is recommended to use a wire, a turn puckle, etc., between the hook and the hook of the hook bolt that penetrates the beam or the laid sheet, which does not require much man-hours and cost.

【0015】[0015]

【実施例】以下にこの発明の木造建築物の倒壊防止構造
を実施の一例を示す図1ないし図3に基づいて説明す
る。図1はこの発明の木造建築物の倒壊防止構造の一例
を示す側面図、図2はこの発明の木造建築物の倒壊防止
構造の一例を示す平面図、図3はこの発明で使用する連
結金物の一例を示す側面図である。図1ないし図3にお
いて、1は木造建築物の基礎コンクリート、2は基礎コ
ンクリート1に下部が埋設された基礎ボルト、3は基礎
コンクリート1上に基礎ボルト2と座金4およびナット
5で固定された土台、6は土台3のホゾ孔に柱ホゾを差
し込み立設した柱、7は柱6の上部の柱ホゾにホゾ孔を
嵌め合わせた敷げた、8は柱6と柱6の間に介在せしめ
た筋かい、9は敷げた7のコーナ部にボルト10で固定
された火打ばり、11は土台3からの柱6の浮き上がり
ならびに柱6からの敷げた7の浮き上がりを防止するた
めの箱金物で、釘12によって土台3と柱6ならびに柱
6と敷げた7に固定されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A collapse prevention structure for a wooden building according to the present invention will be described below with reference to FIGS. FIG. 1 is a side view showing an example of a collapse prevention structure for a wooden structure of the present invention, FIG. 2 is a plan view showing an example of a collapse prevention structure for a wooden structure of the present invention, and FIG. 3 is a connecting metal piece used in the present invention. It is a side view which shows an example. 1 to 3, 1 is a foundation concrete of a wooden building, 2 is a foundation bolt whose lower part is embedded in the foundation concrete 1, and 3 is fixed on the foundation concrete 1 with a foundation bolt 2, a washer 4 and a nut 5. The base, 6 is a pillar in which a pillar mortise is inserted into the mortise hole of the pedestal 3 and is erected, 7 is a laying material in which the mortise hole is fitted to the pillar mortice at the top of the pillar 6, and 8 is interposed between the pillar 6 and the pillar 6. Braces, 9 is a whirling fixed to the corners of the laid 7 with bolts 10, and 11 is a box metal object for preventing the lifting of the pillar 6 from the base 3 and the lifting of the laid 7 from the pillar 6. It is fixed to the base 3 and the pillar 6 as well as to the pillar 6 and the bed 7 by the nails 12.

【0016】13は基礎ボルト2の頭部余長に螺合する
雌ねじ14と敷げた7を貫通する頭部に雄ねじ15を有
する連結金物で、基礎ボルト2の頭部余長に雌ねじ14
を螺込んで連結し、敷げた7を貫通する頭部雄ねじ15
に座金16およびナット17を螺込んで敷げた7を基礎
ボルト2に締結固定し、柱6の土台3からの離脱ならび
に柱6からの敷げた7の離脱を防止するよう構成する。
Reference numeral 13 is a connecting hardware having an internal thread 14 screwed into the extra head length of the foundation bolt 2 and an external thread 15 penetrating the laid 7 to form a female thread 14 in the extra head length of the foundation bolt 2.
Male screw 15 that is screwed in and connected to penetrate the spread 7
A washer 16 and a nut 17 are screwed in and the spread 7 is fastened and fixed to the foundation bolt 2 so as to prevent the pillar 6 from being separated from the base 3 and from being separated from the pillar 6.

【0017】上記のとおり構成したことによって、柱6
は基礎ボルト2に締結固定された上部の敷げた7と土台
3との間に位置することとなり、上下方向に強い力が働
いたとしても、基礎ボルト2および連結金物13の抵抗
によって柱6の土台3からの離脱ならびに柱6からの敷
げた7の離脱が防止され、柱6の土台3からの離脱なら
びに柱6からの敷げた7の離脱に起因する木造建築物の
倒壊を防止することができる。また、連結金物13は、
基礎ボルト2の頭部余長に雌ねじ14を螺合するだけで
基礎ボルト2に連結できるから、殆ど工数を要すること
もないばかりでなく、鉄筋の一端に雌ねじ14、他端に
雄ねじ15を加工するだけであるから、安価に製造する
ことができる。鉄筋の大きさとしては、外径10mm程
度あれば十分ではないかと考えられる。
Due to the above-mentioned structure, the pillar 6
Will be located between the upper mat 7 fastened and fixed to the foundation bolt 2 and the base 3, and even if a strong force acts in the vertical direction, the resistance of the foundation bolt 2 and the connecting hardware 13 will cause the pillar 6 to move. It is possible to prevent the detachment of the paved 7 from the base 3 and the detachment of the laid 7 from the pillar 6, and prevent the collapse of the wooden structure due to the detachment of the pillar 6 from the pedestal 3 and the detached of the laid 7 from the pillar 6. it can. In addition, the connection hardware 13 is
Since it can be connected to the foundation bolt 2 simply by screwing the female screw 14 into the head length of the foundation bolt 2, it requires almost no man-hours, and the female screw 14 is formed on one end of the rebar and the male screw 15 is formed on the other end. Therefore, it can be manufactured at low cost. It is considered that the outer diameter of about 10 mm is sufficient as the size of the reinforcing bar.

【0018】[0018]

【発明の効果】以上述べたとおり、この発明の木造建築
物の倒壊防止構造は、安価で殆ど工数を要することな
く、柱の土台からの離脱ならびに柱からの敷げたあるい
ははりの離脱に起因する木造建築物の倒壊を防止するこ
とができる。
As described above, the collapse prevention structure for a wooden building of the present invention is inexpensive and requires almost no man-hours, and is caused by the detachment of the pillar from the base and the detachment of the lined or beam from the pillar. It is possible to prevent the collapse of the wooden structure.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明の木造建築物の倒壊防止構造の一例を
示す側面図である。
FIG. 1 is a side view showing an example of a collapse prevention structure for a wooden building of the present invention.

【図2】この発明の木造建築物の倒壊防止構造の一例を
示す平面図である。
FIG. 2 is a plan view showing an example of a collapse prevention structure for a wooden building of the present invention.

【図3】この発明で使用する連結金物の一例を示す側面
図である。
FIG. 3 is a side view showing an example of a connecting metal piece used in the present invention.

【図4】従来の木造建築物の倒壊防止構造の一例を示す
もので、(a)図は側面図、(b)図は正面図である。
4A and 4B show an example of a conventional collapse prevention structure for a wooden building, in which FIG. 4A is a side view and FIG. 4B is a front view.

【符号の説明】[Explanation of symbols]

1、41 基礎コンクリート 2、42 基礎ボルト 3、43 土台 4、16 座金 5、17 ナット 6、44 柱 7、47 敷げた 8、48 筋かい 9 火打ばり 10 ボルト 11、45 箱金物 12、46 釘 13 連結金物 14 雌ねじ 15 雄ねじ 1,41 Foundation concrete 2,42 Foundation bolts 3,43 Foundation 4,16 Washers 5,17 Nuts 6,44 Pillars 7,47 Laying 8,48 Braces 9 Firing 10 Bolts 11,45 Box hardware 12,46 Nails 13 Connection hardware 14 Female screw 15 Male screw

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 強震、強風に伴う木造建築物の土台から
の柱の離脱ならびに柱からのはりあるいは敷げたの離脱
による倒壊防止構造であって、土台を基礎コンクリート
に固定した基礎ボルトの頭部余長部とはりあるいは敷げ
たとの間に、連結金物を介在せしめてはりあるいは敷げ
たを基礎ボルトに締結固定したことを特徴とする木造建
築物の倒壊防止構造。
1. A collapse prevention structure for detaching a pillar from a base of a wooden structure and detachment of a beam or a spread from the pillar due to strong earthquake or strong wind, and a head of a foundation bolt having the foundation fixed to a foundation concrete. A structure for preventing collapse of a wooden building, characterized in that an interlocking hardware is interposed between the extra length portion and the beam or spread, and the beam or spread is fastened and fixed to a foundation bolt.
【請求項2】 強震、強風に伴う木造建築物の土台から
の柱の離脱ならびに柱からのはりあるいは敷げたの離脱
による倒壊防止構造であって、土台を基礎コンクリート
に固定した基礎ボルトの頭部余長部に螺合する雌ねじ
と、はりあるいは敷げたを貫通する頭部に雄ねじを有す
る連結金物ではりあるいは敷げたを基礎ボルトに締結固
定したことを特徴とする木造建築物の倒壊防止構造。
2. A collapse prevention structure for detaching a pillar from a base of a wooden structure and detachment of a beam or a liner from the pillar due to strong earthquake or strong wind, and a head of a foundation bolt having the foundation fixed to a foundation concrete. A structure for preventing collapse of a wooden building, characterized in that a connecting metal object having a female screw threaded to the extra length portion and a male screw thread on a head penetrating the beam or the bed is fastened to the foundation bolt by fixing the beam or the bed.
JP16814595A 1995-06-08 1995-06-08 Collapse preventive structure of wooden building Pending JPH08333806A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16814595A JPH08333806A (en) 1995-06-08 1995-06-08 Collapse preventive structure of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16814595A JPH08333806A (en) 1995-06-08 1995-06-08 Collapse preventive structure of wooden building

Publications (1)

Publication Number Publication Date
JPH08333806A true JPH08333806A (en) 1996-12-17

Family

ID=15862668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16814595A Pending JPH08333806A (en) 1995-06-08 1995-06-08 Collapse preventive structure of wooden building

Country Status (1)

Country Link
JP (1) JPH08333806A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100451258C (en) * 2005-04-18 2009-01-14 德胜(苏州)洋楼有限公司 Improvement of windproof and antiknocking performances of wooden-structure house

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN100451258C (en) * 2005-04-18 2009-01-14 德胜(苏州)洋楼有限公司 Improvement of windproof and antiknocking performances of wooden-structure house

Similar Documents

Publication Publication Date Title
US5531054A (en) Reinforced wooden wall
US5249404A (en) Holdown connection
US5664389A (en) Method and apparatus for building construction
US6715258B1 (en) Anchor interconnect device
US5444952A (en) Chimney reinforcing device
US3908329A (en) Polygonal building construction
US7219474B2 (en) Load bearing building panel
US3147570A (en) Wall braces and method of using same
US4221090A (en) Stilt construction for dwellings and the like
US20150240472A1 (en) Cantilevered structure
JPH08333806A (en) Collapse preventive structure of wooden building
JP7270900B2 (en) Merit prevention anchor hardware
JP3612600B2 (en) Unit anchor and structural steel foundation beam
JP2005336742A (en) Earthquake resisting device of building
US20090049758A1 (en) System and method for decreasing susceptibility of a roof structure to hurricane forces
JP4654674B2 (en) How to install seismic reinforcement brackets for wooden buildings
JP3233822B2 (en) Earthquake-resistant wooden house structure
CN220769493U (en) Anchor net coupling is with strutting arrangement
JP2003239546A (en) Earthquake resistant method for wooden house
JPH05171779A (en) Floor construction
JP7281088B2 (en) Merit prevention anchor hardware
JPH0327072Y2 (en)
JP2001064980A (en) Foundation of building and its construction
JP2554261Y2 (en) Column and beam connection structure
JP6390747B1 (en) Building foundation and anchor bolt support