JP2001214517A - Device for connecting sill with conlumn of wooden building - Google Patents

Device for connecting sill with conlumn of wooden building

Info

Publication number
JP2001214517A
JP2001214517A JP2000024997A JP2000024997A JP2001214517A JP 2001214517 A JP2001214517 A JP 2001214517A JP 2000024997 A JP2000024997 A JP 2000024997A JP 2000024997 A JP2000024997 A JP 2000024997A JP 2001214517 A JP2001214517 A JP 2001214517A
Authority
JP
Japan
Prior art keywords
base
sill
column
locking cylinder
load
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.)
Ceased
Application number
JP2000024997A
Other languages
Japanese (ja)
Inventor
邦雄 ▲高▼橋
Kunio Takahashi
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.)
Kowa Co Ltd
Kouwa Co Ltd
Original Assignee
Kowa Co Ltd
Kouwa Co 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 Kowa Co Ltd, Kouwa Co Ltd filed Critical Kowa Co Ltd
Priority to JP2000024997A priority Critical patent/JP2001214517A/en
Publication of JP2001214517A publication Critical patent/JP2001214517A/en
Ceased legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a device for connecting a sill with column of a wooden building for facilitating the work connecting the sill with the column at a construction site and firmly and rigidly connecting the sill with the column without requiring a ventilating opened to be separately provided in a continuous footing. SOLUTION: The device for connecting the sill and column of a wooden building comprises sill spacers and connecting metal fittings. Each of the connecting metal fittings comprises: a sill receiving fitting comprising a disc-like baseplate rotatably inserted into the sill spacer and having a rotating engagement part formed in a predetermined position, and a cylindrical nut part placed upright at the center the baseplate; a connecting bolt fastened to the sill receiving fitting; and a locking cylinder engaging a locking cylinder engagement part formed at the upper end of the connecting bolt. Each of the sill spacers has a through-hole bored in the upper surface thereof for passing the cylindrical nut part of the sill receiving fitting therethrough, and has formed therein a rotation opening having a hollow part thereinside into which the base plate is rotatably inserted, the rotation opening expensing the rotating engagement part to a side part of the spacer. After connection of a bearing column, the rotating engagement part is rotated to enable the sill and the column to be rigidly connected to each other.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、木造建築物におけ
る土台と柱の接合装置に関し、特に、布基礎上に載置さ
れ土台を担持する土台スペーサーと、当該土台に立設さ
れる耐力柱と土台とを接合する接合金具とから成る木造
建築物における土台と柱の接合装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for joining a foundation and a column in a wooden building, and more particularly, to a foundation spacer mounted on a cloth foundation and supporting the foundation, and a load-bearing column erected on the foundation. The present invention relates to a joining device for a base and a pillar in a wooden building comprising a joining metal fitting for joining the base and the base.

【0002】[0002]

【従来の技術】従来の木造建築物における土台と柱の接
合金具としては、特開平8−177131号や、特開平
10−147987号,特開平11−117403号等
の各公報記載の接合装置がある。
2. Description of the Related Art As a conventional metal fitting for a base and a column in a wooden building, there are known bonding devices described in Japanese Patent Application Laid-Open Nos. 8-177131, 10-147787 and 11-117403. is there.

【0003】特開平8−177131号記載の接合金具
は、一端部をねじ切りし、他端部よりに周側面を巻く帯
状凹部を設けた六角ボルトと、内周面に前記六角ボルト
を枢着するためのねじ切りをした筒体を有する受金物
と、基板に間隔を有して2本の係止片を突設し、この係
止間において六角ボルトの前記帯状凹部を挾持するよう
に形成した横差金物と、六角ボルトを挿着するための六
角孔を有する六角ナットからなる建築物の接合金具であ
る。
[0003] The joint fitting described in Japanese Patent Application Laid-Open No. 8-177131 has a hexagonal bolt having one end threaded and a band-shaped concave portion wound around the peripheral side from the other end, and the hexagonal bolt pivotally attached to the inner peripheral surface. A metal receiving member having a threaded cylindrical body, and two locking pieces protruding from the substrate with a space between them, and a horizontal member formed so as to clamp the strip-shaped concave portion of the hexagon bolt between the locking pieces. This is a joint metal fitting for a building comprising a hexagonal nut having a hexagonal hole for inserting a hexagonal bolt, with a difference metal fitting.

【0004】また、特開平10−147987号記載の
接合金具は、第1構造体と第2構造体とを、該第1構造
体の下端面を該第2構造体の上側面に垂直に当接させて
接合する接合金具であって、外筒内に内筒が回動可能に
嵌挿されてなる筒状接続具と、先端係合部が該筒状接続
具の筒内に嵌着係合される接続軸体とからなり、該筒状
接続金具は、上記第1構造体の側面から該第1構造体に
形成された横孔内に嵌挿され、該接続軸体は、該第1構
造体の下端面から該第1構造体に形成された縦孔で且つ
上記横孔に連通する縦孔内に上記先端係合部から挿入さ
れ、該接続軸体の後端部は上記第2構造体に形成された
縦孔を貫通し固定する接合金具である。
[0004] Further, in the joint fitting described in Japanese Patent Application Laid-Open No. H10-147987, a first structural body and a second structural body are brought into contact with the lower end surface of the first structural body perpendicular to the upper side surface of the second structural body. A joining metal fitting which is brought into contact with and joined with a cylindrical connecting tool in which an inner cylinder is rotatably inserted into an outer cylinder, and a distal end engaging portion which fits inside the cylinder of the cylindrical connecting tool. The cylindrical connecting fitting is inserted into a lateral hole formed in the first structure from a side surface of the first structure, and the connection shaft is The lower end surface of the first structure is inserted into the vertical hole formed in the first structure from the lower end face into the vertical hole communicating with the horizontal hole, and the rear end of the connection shaft body is inserted into the vertical hole. It is a joint fitting that penetrates and fixes a vertical hole formed in the two structures.

【0005】また、特開平11−117403号記載の
接合金具は、互いに接合する一対の木材の一方に受止さ
せて螺子筒を嵌挿し、該螺子筒に螺合した接続ボルトの
頭部を、前記一方に対応する他の一方にその端面を開口
して設けた組付け穴において係合し、該組付け穴に直交
させて前記他の一方に設けた受入孔に、長手方向に沿う
スリットを設けた止着筒を嵌着し、該止着筒に前記スリ
ットに係合した接続ボルトの前記頭部を係止させた木材
接合装置である。
[0005] In addition, the joint fitting described in Japanese Patent Application Laid-Open No. H11-117403 has a screw tube inserted into one of a pair of woods joined to each other, and the head of a connection bolt screwed to the screw tube is attached to the joint tube. The other one corresponding to the one is engaged in an assembling hole provided with an end face opened to the other one, and a slit along a longitudinal direction is formed in a receiving hole provided in the other one orthogonal to the assembling hole. This is a wood joining device in which the provided fixing cylinder is fitted, and the head of the connection bolt engaged with the slit is engaged with the fixing cylinder.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、特開平
8−177131号記載の接合金具は、柱の六角ボルト
挿着孔に、六角孔を有する六角ナット及び座金を介在し
て土台より上方に突設した六角ボルトを挿着し、柱を土
台の上側面に起立せしめ、さらに横差金物を柱の横差金
物挿着孔に挿着することによって、2本の係止片は六角
ボルトの帯状凹部を挾持して係止し、六角ナット部をレ
ンチ等の工具で回転させて柱を土台に引きつけ緊結する
ものであるため、土台と柱とが、六角ナット及び座金を
介して接合されることにより、土台と柱との接合部に間
隙が生じ土台と柱とが緊密に接合されないという問題が
あった。
However, the joint fitting described in Japanese Patent Application Laid-Open No. H8-177131 has a hexagonal bolt insertion hole of a pillar, and a hexagonal nut having a hexagonal hole and a washer interposed therebetween to protrude above the base. The hexagonal bolt is inserted, the column is raised on the upper surface of the base, and the horizontal metal fitting is inserted into the horizontal metal fitting insertion hole of the column. The hex nut is rotated with a tool such as a wrench to pull the column to the base and tighten it, so that the base and the column are joined via a hex nut and washer. However, there is a problem that a gap is formed at a joint between the base and the column, and the base and the column are not tightly joined.

【0007】また、特開平10−147987号記載の
接合金具は、外筒に形成されたテーパー面が接続軸体の
嵌合用溝部の上端面を上方に押し上げ、該先端係合部が
上方に引っ張られることにより、筒状接続具の嵌挿され
た柱と、アンカー部材を埋設固定する基礎とが緊結され
るとともに、内筒を半回転程度回動させることにより、
内筒に形成された係止用切欠部が先端係合部における係
合用溝部に係合し、緊結の状態を確実にしようとするも
のではあるが、土台と柱との緊結状態は、各部材に穿設
された縦穴と横穴の形成位置すなわち部材の加工精度
と、接続軸体のインサートナットへの螺着程度すなわち
取付精度と、外筒に形成されたテーパー面の傾斜度すな
わち柱の土台への引っ張り具合によって左右され、土台
と柱との接合作業が複雑化すると同時に、筒状接続具
が、外筒と内筒の二部材から成り、緊結させるために
は、外筒の挿入と内筒の回動という二工程を必要とする
ものであるため、使い勝手の点で問題がある。
Further, in the joint fitting described in Japanese Patent Application Laid-Open No. H10-147987, the tapered surface formed on the outer cylinder pushes up the upper end surface of the fitting groove of the connection shaft, and the tip engaging portion pulls upward. As a result, the column in which the tubular connector is inserted and the base for burying and fixing the anchor member are tightened, and by rotating the inner cylinder about half a turn,
The locking notch formed in the inner cylinder engages with the engaging groove in the distal end engaging portion to ensure the tightness. However, the tightness between the base and the column depends on each member. The formation position of the vertical hole and the horizontal hole formed in the hole, that is, the processing accuracy of the member, the degree of screwing of the connecting shaft to the insert nut, that is, the mounting accuracy, and the inclination of the tapered surface formed in the outer cylinder, that is, to the base of the column At the same time, the joining work between the base and the column is complicated, and at the same time, the tubular connector is composed of two members, an outer tube and an inner tube. Since this requires two steps of rotation, there is a problem in terms of usability.

【0008】また、特開平11−117403号記載の
接合装置は、止着筒を、接続ボルトの頭部が係合できる
断面半円形状にした有底筒状態で構成し、先端から基端
部方向に前記接続ボルトを係合し、しかも、頭部の径よ
り狭い幅のスリットを、先端から基端部方向にして前記
腔部の直壁部に設け、直壁は接続ボルトの前記頭部を受
止するスリット側内壁部を構成し、該直壁に、螺子筒先
端から基端部方向に前記接続ボルトの先端側から漸次離
間するテーパーを設けて成るものであるが、これについ
ても上記特開平10−147987号について述べた接
合作業の複雑化という問題があると同時に、止着筒の製
作作業が煩雑でもある。
In the joining apparatus described in Japanese Patent Application Laid-Open No. H11-117403, the fastening cylinder is formed in a bottomed cylindrical state having a semicircular cross section in which the head of the connection bolt can be engaged. And a slit having a width smaller than the diameter of the head is provided in a straight wall portion of the cavity portion from the distal end toward the proximal end portion, and the straight wall is formed of the head of the connection bolt. And a taper that gradually separates from the distal end side of the connection bolt in the direction of the proximal end from the distal end of the screw cylinder to the straight wall, which is also described above. At the same time, there is a problem that the joining operation described in Japanese Patent Application Laid-Open No. H10-147987 is complicated, and at the same time, the operation of manufacturing the fastening cylinder is complicated.

【0009】本発明は、上記問題点に鑑みてなされたも
ので、建築現場における土台と柱との接合作業を容易に
し、土台と柱とを確実、堅固に接合するとともに、布基
礎に別途換気口を設ける必要のない、木造建築物におけ
る土台と柱の接合装置を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and makes it easy to join a foundation and a column at a construction site, securely and firmly joins the foundation and the column, and separately ventilates the fabric foundation. An object of the present invention is to provide a joining device for a foundation and a pillar in a wooden building, which does not require a mouth.

【0010】[0010]

【課題を解決するための手段】本発明は、上記課題を解
決するため以下の技術的手段を講じた。
According to the present invention, the following technical measures have been taken to solve the above-mentioned problems.

【0011】すなわち、布基礎上に載置され土台を担持
する土台スペーサーと、前記土台に立設される耐力柱と
前記土台とを接合する接合金具とから成る木造建築物に
おける土台と柱の接合装置であって、前記接合金具が、
ベース受金具と、連結ボルトと、係止筒とから成り、前
記ベース受金具が、前記土台スペーサーに内挿され所定
位置に回動用係合部が形成された円板状のベースプレー
トと、前記土台と耐力柱の所定位置に予め穿設された縦
孔内に挿通され一端内周面に雌ねじが形成され他端にお
いて前記ベースプレート中央に立設される円筒状ナット
部とから構成されるとともに、前記連結ボルトが、一端
に前記ベース受金具の円筒状ナット部の雌ねじに螺合す
る雄ねじが形成され前記円筒状ナット部に締結されると
ともに、他端に係止筒係合部が形成され前記耐力柱の縦
孔内に挿通しうるよう構成され、前記係止筒が、前記耐
力柱の縦孔と所定位置で直交するよう形成された横孔内
に嵌挿され前記連結ボルトの係止筒係合部に係合して係
止する係合溝が形成され、前記連結ボルトと前記耐力柱
とを接合しうるよう構成されて成り、また、前記土台ス
ペーサーが、当該上面中央に前記ベース受金具の円筒状
ナット部を挿通する貫通孔が穿設され、当該内側に前記
ベースプレートを回動可能に内挿する中空部を有すると
ともに、当該側部に前記ベース受金具のベースプレート
の所定位置に形成された回動用係合部を露呈する回動用
開口部が形成されて成ることを特徴とする木造建築物に
おける土台と柱の接合装置を構成した。
[0011] That is, the connection between the base and the column in the wooden building, which comprises the base spacer mounted on the cloth base and supporting the base, and the joint fitting for connecting the load-bearing column erected on the base and the base. An apparatus, wherein the joining fitting is:
A disk-shaped base plate comprising a base receiving member, a connecting bolt, and a locking cylinder, wherein the base receiving member is inserted into the base spacer and a rotation engaging portion is formed at a predetermined position; And a cylindrical nut portion which is inserted into a vertical hole pre-drilled at a predetermined position of the load-bearing column, has an internal thread formed on one end inner peripheral surface, and has the other end erected at the center of the base plate. A connecting bolt is formed at one end with a male screw that is screwed into the female screw of the cylindrical nut of the base receiving member, and is fastened to the cylindrical nut. The locking cylinder is configured to be inserted into a vertical hole of the column, and the locking cylinder is inserted into a horizontal hole formed so as to be orthogonal to the vertical hole of the load-bearing column at a predetermined position. The engagement groove that engages and locks the joint The connecting bolt and the load-bearing column are configured to be joined, and the base spacer is provided with a through-hole at the center of the upper surface, through which the cylindrical nut portion of the base bracket is inserted, A rotation opening for exposing a rotation engagement portion formed at a predetermined position of the base plate of the base receiving bracket is formed on the side of the hollow portion for rotatably inserting the base plate therein. A joining device for a base and a pillar in a wooden building, which is characterized by being constructed as described above.

【0012】また、前記係止筒係合部が、前記連結ボル
トの一端より下方所定位置に対向して形成された断面が
楕円状の所定幅を有する凹陥部であり、前記係止筒が、
円筒体側面の長手方向所定位置に、前記係止筒係合部の
凹陥部を長手方向より挿通し挾持しうるように、当該挿
入口において拡開されるとともに、前記係止筒係合部の
肉厚より幾分狭く、当該挿入口に連通する挿通路が形成
され、当該挿通路終端において、前記係止筒係合部の凹
陥部に嵌合しこれを挾持する挾持孔が形成された係合溝
が所定長さ形成されるとともに、前記ベース受金具の円
板状ベースプレートに形成された回動用係合部が、当該
ベースプレートに周設された歯車状の凹凸部であり、当
該凹凸部にたがね等の工具を宛がい当該ベースプレート
を回動させることにより、前記連結ボルトを介して、前
記土台と耐力柱とを緊結するようにしたことを特徴とす
る木造建築物における土台と柱の接合装置を構成した。
The locking cylinder engaging portion is a concave portion having a predetermined width and an elliptical cross section formed opposite to a predetermined position below one end of the connection bolt, and the locking cylinder includes:
At the predetermined position in the longitudinal direction of the side surface of the cylindrical body, the recess is opened at the insertion opening so that the recessed portion of the locking cylinder engaging portion can be inserted and clamped from the longitudinal direction. An insertion passage that is somewhat narrower than the wall thickness and communicates with the insertion opening is formed. At the end of the insertion passage, a holding hole that fits into the recessed portion of the engaging cylinder engaging portion and holds it is formed. The mating groove is formed with a predetermined length, and the rotating engagement portion formed on the disc-shaped base plate of the base receiving member is a gear-shaped uneven portion provided around the base plate. The base and the column in the wooden building, characterized in that the base and the load-bearing column are tightened via the connection bolt by turning the base plate by applying a tool such as a chisel. The joining device was constructed.

【0013】[0013]

【発明の実施の形態】以下、本発明に係る一実施の形態
を図面に基づいて詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment according to the present invention will be described below in detail with reference to the drawings.

【0014】図1は、本実施の形態に係る接合金具と土
台スペーサーを使用した土台と柱の接合状態を示す断面
図である。図2(a)は、ベース受金具を示す正面図で
あり、(b)は、当該平面図である。図3(a)は、連
結ボルトを示す正面図であり、(b)は、当該側面図で
ある。図4(a)は、係止筒を示す底面図であり、
(b)は、当該側面図である。図5(a)は、土台スペ
ーサーを示す平面図であり、(b)は、回動用開口部が
形成された側部を示す側面図であり、(c)は、土台ス
ペーサーのA−A断面図である。図6は、土台スペーサ
ーにベース受金具が内挿された状態を示す断面概略図で
ある。
FIG. 1 is a cross-sectional view showing a joint between a base and a column using a joint fitting and a base spacer according to the present embodiment. FIG. 2A is a front view showing the base fitting, and FIG. 2B is a plan view thereof. FIG. 3A is a front view showing a connecting bolt, and FIG. 3B is a side view thereof. FIG. 4A is a bottom view showing the locking cylinder,
(B) is the side view. FIG. 5A is a plan view showing a base spacer, FIG. 5B is a side view showing a side part on which a rotation opening is formed, and FIG. 5C is a cross-sectional view of the base spacer taken along line AA. FIG. FIG. 6 is a schematic cross-sectional view showing a state where the base fitting is inserted into the base spacer.

【0015】本実施の形態に係る木造建築物における土
台と柱の接合装置1は、図1に示すように、布基礎10
0上に載置され土台101を担持する土台スペーサー3
と、当該土台101の上側面に立設される耐力柱102
と土台101とを接合する接合金具5とから構成されて
いる。
As shown in FIG. 1, a joining apparatus 1 for a base and a column in a wooden building according to the present embodiment includes
Base spacer 3 mounted on the base 0 and supporting the base 101
And a load-bearing column 102 erected on the upper surface of the base 101
And a joint fitting 5 for joining the base 101 and the base 101.

【0016】布基礎100には、アンカーボルト103
が立設され、土台スペーサー3を介して、布基礎100
と土台101とがナット104により締結されるととも
に、土台スペーサー3により形成される間隙部が換気口
としての機能をはたすため、布基礎100には、別途換
気口を形成する必要はない。
An anchor bolt 103 is attached to the cloth base 100.
Is erected, and the fabric base 100 is
And the base 101 are fastened by the nut 104, and the gap formed by the base spacer 3 functions as a ventilation port. Therefore, it is not necessary to separately form a ventilation port in the cloth base 100.

【0017】接合金具5は、ベース受金具7と連結ボル
ト9と係止筒11とから構成され、各部材が連係するこ
とにより、土台101と耐力柱102とが確実,堅固に
接合されるようになっている。
The joining fitting 5 is composed of a base receiving fixture 7, a connecting bolt 9, and a locking cylinder 11, and the base 101 and the load-bearing column 102 are securely and firmly joined by linking the respective members. It has become.

【0018】ベース受金具7は、図2に示すように、円
板状のベースプレート13の中央に円筒状ナット部15
が立設されたものである。ベースプレート13の外周縁
には、回動用係合部17が形成されており、本実施の形
態においては、歯車状の凹凸部として周設され、たがね
等の工具を当該凹部に宛がいベースプレート13を回動
して円筒状ナット部15を回動し得るように形成されて
いる。ベースプレート13は、図1に示すように、後述
する土台スペーサー3の中空部37に回動可能に内挿さ
れるとともに、当該ベースプレート13の一側部に形成
された回動用開口部19を介して露呈されている。ま
た、ベースプレート13の中央に立設された円筒状ナッ
ト部15は、上端円周面に雌ねじ21が所定長さ形成さ
れるとともに、下端において、ベースプレート13に固
着され、土台スペーサー3の上面中央部に穿設された貫
通孔23、土台101に穿設された縦孔101aを貫通
して、耐力柱102に穿設された縦孔102a内に挿入
される。縦孔102a内における円筒状ナット部15の
占める割合、すなわち円筒状ナット部15の長さを大き
くすることにより、土台101と耐力柱102との接合
強度を上げることができる。
As shown in FIG. 2, the base metal fitting 7 has a cylindrical nut portion 15 at the center of a disk-shaped base plate 13.
Is erected. A rotation engaging portion 17 is formed on the outer peripheral edge of the base plate 13, and in the present embodiment, is provided as a gear-shaped concave and convex portion, and a tool such as a chisel is addressed to the concave portion. It is formed so that the cylindrical nut portion 15 can be rotated by rotating the 13. As shown in FIG. 1, the base plate 13 is rotatably inserted into a hollow portion 37 of the base spacer 3, which will be described later, and is exposed through a rotation opening 19 formed on one side of the base plate 13. Have been. The cylindrical nut portion 15 erected at the center of the base plate 13 has a female screw 21 formed at a predetermined length on the circumferential surface of the upper end, and is fixed to the base plate 13 at the lower end. Through the through hole 23 formed in the base 101 and the vertical hole 101a formed in the base 101, and is inserted into the vertical hole 102a formed in the load-bearing column 102. By increasing the ratio of the cylindrical nut portion 15 in the vertical hole 102a, that is, increasing the length of the cylindrical nut portion 15, the joining strength between the base 101 and the load-bearing column 102 can be increased.

【0019】連結ボルト9は、図3に示すように、当該
下端にベース受金具7の円筒状ナット部15の雌ねじ2
1に螺合する雄ねじ25が所定長さ形成され、円筒状ナ
ット部15に締結されるとともに、当該上端に係止筒係
合部27が形成され、耐力柱102に穿設された縦孔1
02a内に挿入される。当該係止筒係合部27は、連結
ボルト9の上端より下方所定位置に対向して形成された
断面が楕円状の凹陥部となっており、後述する係止筒1
1の係合溝29に係合して土台101と耐力柱102と
を接合する。後述するように、係止筒係合部27に形成
された当該凹陥部の有する幅及び回動用係合部(凹凸
部)17の回動による連結ボルト9の締結具合により、
耐力柱102に穿設された横孔102bの加工上のズレ
と連結ボルト9の取付上のズレが補正される。
As shown in FIG. 3, the connecting bolt 9 is provided at its lower end with the female screw 2 of the cylindrical nut portion 15 of the base fitting 7.
1 is formed to a predetermined length, is fastened to the cylindrical nut portion 15, and has a locking cylinder engaging portion 27 formed at the upper end thereof.
02a. The engaging cylinder engaging portion 27 has a cross section formed to face a predetermined position below the upper end of the connecting bolt 9 and has an elliptical concave section.
The base 101 and the load-bearing column 102 are joined by engaging with the first engagement groove 29. As will be described later, depending on the width of the concave portion formed in the locking cylinder engaging portion 27 and the degree of fastening of the connecting bolt 9 by the rotation of the rotating engaging portion (irregular portion) 17,
The displacement in processing the lateral hole 102b formed in the load bearing column 102 and the displacement in mounting the connecting bolt 9 are corrected.

【0020】係止筒11は、図4に示すように、円筒体
側面の長手方向所定位置に、係止筒係合部(凹陥部)2
7を当該長手方向より挿通し挾持し得るように、当該挿
入口31において拡開されるとともに、当該係止筒係合
部(凹陥部)27の肉厚より幾分狭い挿通路33が挿入
口31に連通して形成され、当該挿通路33の終端にお
いて、当該係止筒係合部(凹陥部)27に嵌合してこれ
を挾持する挾持孔35が形成された係合溝29が、所定
長さ形成されたものである。係止筒11は、耐力柱10
2に穿設された縦孔102aと所定位置で直交するよう
に穿設された横孔102b内に嵌挿され、係止筒11に
形成された係合溝29の挾持孔35と係止筒係合部(凹
陥部)27とが嵌合することにより、土台101と耐力
柱102とを接合する。
As shown in FIG. 4, the locking cylinder 11 is provided with a locking cylinder engaging portion (recess) 2 at a predetermined position in the longitudinal direction of the side surface of the cylindrical body.
The insertion passage 31 is expanded at the insertion opening 31 so that the insertion passage 7 can be inserted and clamped from the longitudinal direction, and the insertion passage 33 is somewhat narrower than the thickness of the locking cylinder engaging portion (recessed portion) 27. At the end of the insertion passage 33, an engagement groove 29 is formed, which is formed at the end of the insertion passage 33, and is formed with a holding hole 35 that fits into and engages with the locking cylinder engaging portion (recessed portion) 27. It has a predetermined length. The locking cylinder 11 is a support column 10
2 is inserted into a horizontal hole 102b drilled so as to be orthogonal to a vertical hole 102a drilled at a predetermined position, and a holding hole 35 of an engaging groove 29 formed in the latching cylinder 11 and a latching cylinder. The base 101 and the load-bearing column 102 are joined by fitting the engagement portion (recessed portion) 27.

【0021】土台スペーサー3は、図5に示すように、
底部を有しない箱形の樹脂製成型物で、布基礎100上
に載置され、土台101を担持するとともに、布基礎1
00と土台101との間に形成された間隙が換気口とし
ての機能をはたすため、従来布基礎100に形成されて
きた換気口を不要とするものである。土台スペーサー3
の上面中央には、接合金具5の円筒状ナット部15を下
方より貫通する貫通孔23が穿設されるとともに、当該
内側には、ベースプレート13を回動可能に内挿し得る
中空部37が形成され、当該中空部37と貫通孔23と
が連通されている。土台スペーサー3の側部は、図5
(b)(c)に示すように、当該外縁部が布基礎100
に当接する外堤部39となっており、外堤部39の一側
部には、ベースプレート13の回動用係合部(凹凸部)
17を露呈する回動用開口部19が形成されている。外
堤部39の内側には、中空部37内に内挿されるベース
プレート13に当接する環状の内堤部41が上方より突
設され、本実施の形態においては、環状の内堤部41
a,41b,41cが3箇所形成され、図6に示すよう
に、ベースプレート13との回動抵抗を減少し得るよう
に内堤部41とベースプレート13との当接面を最少な
ものとするとともに、必要強度が保持し得るように形成
されたものである。
The base spacer 3 is, as shown in FIG.
This is a box-shaped resin molded product having no bottom portion, which is placed on the cloth base 100, carries the base 101, and
Since the gap formed between 00 and the base 101 functions as a ventilation port, the ventilation port conventionally formed in the cloth base 100 is unnecessary. Base spacer 3
In the center of the upper surface, a through-hole 23 that penetrates the cylindrical nut portion 15 of the joint fitting 5 from below is formed, and a hollow portion 37 into which the base plate 13 can be rotatably inserted is formed inside the through-hole 23. The hollow portion 37 communicates with the through hole 23. The side of the base spacer 3 is shown in FIG.
(B) As shown in FIG.
The outer levee portion 39 is in contact with the outer levee portion 39, and one side portion of the outer levee portion 39 has a rotation engaging portion (an uneven portion) of the base plate 13.
A rotation opening 19 for exposing 17 is formed. Inside the outer levee portion 39, an annular inner levee portion 41 abutting on the base plate 13 inserted into the hollow portion 37 is protruded from above, and in the present embodiment, the annular inner levee portion 41 is provided.
a, 41b, and 41c are formed at three places. As shown in FIG. 6, the contact surface between the inner levee portion 41 and the base plate 13 is minimized so that the rotation resistance with the base plate 13 can be reduced. , So that the required strength can be maintained.

【0022】次に、上述した構成からなる本実施の形態
に係る接合装置1を用いた土台と柱の接合方法及びその
効果について、図1を参照して説明する。
Next, a method of joining a base and a column using the joining apparatus 1 according to the present embodiment having the above-described configuration and its effects will be described with reference to FIG.

【0023】まず、土台101には、あらかじめアンカ
ーボルト103貫通用の縦孔とベース受金具7貫通用の
縦孔101aが所定位置に穿設されるとともに、耐力柱
102には、ベース受金具7及び連結ボルト9挿通用の
縦孔102a及び係止筒11嵌挿用の横孔102bが所
定位置に穿設されている。
First, a vertical hole for penetrating the anchor bolt 103 and a vertical hole 101a for penetrating the base receiving member 7 are preliminarily formed in the base 101 at predetermined positions. A vertical hole 102a for inserting the connecting bolt 9 and a horizontal hole 102b for inserting the locking cylinder 11 are formed at predetermined positions.

【0024】最初に、ベース受金具7の円筒状ナット部
15に、連結ボルト9の係止筒係合部27が長手方向で
耐力柱102に穿設された横孔102b外縁部に位置す
るように、連結ボルト9を締結しておく。次に、連結ボ
ルト9が締結されたベース受金具7を、土台スペーサー
3の下方より、土台スペーサー3の上面中央に穿設され
た貫通孔23に連結ボルト9の先端より挿入するととも
に、土台スペーサー3の内側に形成された中空部37に
ベース受金具27のベースプレート13が着座するよう
内挿するる。そして、土台スペーサー3に挿着された、
連結ボルト9が締結されたベース受金具7を、土台スペ
ーサーの回動用開口部19が建築物の内側方向となるよ
うに、布基礎100上の所定位置に載置する。これは、
建築物の外側に回動用係合部17が露呈するのを防止す
るためである。次に、布基礎100上に立設されたアン
カーボルト103に、土台101に穿設されたアンカー
ボルト用貫通孔が、また、布基礎100上に載置された
土台スペーサー3に挿着された連結ボルト9付ベース受
金具7に、土台101に穿設された縦孔101aとが同
時に挿入され、アンカーボルト104により布基礎10
0と土台101とが螺着される。そして、土台101よ
り突出するよう挿入された、連結ボルト9が締結された
円筒状ナット部15に、耐力柱102の下端に穿設され
た縦孔102aを挿入して耐力柱102が立設される。
次に、耐力柱102に穿設されれた横孔102bの一方
から、係合溝29が下側となるように係止筒11を係合
溝29の挿入口31から嵌挿する。横孔102b内に突
出する係止筒係合部(凹陥部)27に、係合溝29の挿
入口31が挿入され、挿通路33を押し広げながら挿入
され、挾持孔35に挾持されるとともに、土台101と
耐力柱102とが接合される。係合溝29に形成された
挿通路33は、係止筒係合部(凹陥部)27の肉厚より
幾分狭く形成されており、当該挿通路33の終端に係止
筒係合部(凹陥部)27に嵌合しこれを挾持する挾持孔
35が形成されているので、係止筒係合部(凹陥部)2
7と係止筒11の係合溝29とが簡易かつ緊密に係合す
る。次に、土台101と耐力柱102の接合をより堅固
なものとするために、土台スペーサー3に形成された回
動用開口部19から露呈する回動用係合部(凹凸部)1
7をたがね等の工具を用いて連結ボルト9を締結する方
向に回動する。これにより、連結ボルト9が係止筒係合
部(凹陥部)27と挾持孔35とが係合した係止筒11
を土台101方向へ引き寄せ、土台101と耐力柱10
2との接合をより堅固なものとすることができる。ま
た、ベース受金具7の円筒状ナット部15に、連結ボル
ト9の係止筒係合部(凹陥部)27が耐力柱102に穿
設された横孔102b内の所定位置より多少ズレて締結
されてしまった場合でも、もしくは、横孔102bの加
工位置が多少ズレてしまった場合においても、係止筒1
1の係合溝29に、係止筒係合部(凹陥部)27が挿入
できさえすれば、回動用係合部(凹凸部)17にたがね
等の工具を宛がいベース受金具7を回動させ連結ボルト
9を締結させることにより、土台101と耐力柱102
との堅固な接合が可能である。すなわち、係止筒係合部
27に形成された凹陥部の有する幅及び連結ボルト9の
締結具合により、連結ボルト9の取付上のズレと、耐力
柱102の横孔102bの加工上のズレとが当該凹陥部
の有する幅を限度として解消される。最後に、係止筒1
1の両端に補強キャップ45を嵌着して土台101と耐
力柱102の接合作業を完了する。
First, the engaging cylinder engaging portion 27 of the connecting bolt 9 is positioned in the cylindrical nut portion 15 of the base receiving member 7 at the outer edge of the lateral hole 102b formed in the load-bearing column 102 in the longitudinal direction. Then, the connecting bolt 9 is fastened. Next, the base fitting 7 to which the connecting bolt 9 is fastened is inserted from below the base spacer 3 into the through hole 23 formed in the center of the upper surface of the base spacer 3 from the tip of the connecting bolt 9, and the base spacer The base plate 13 of the base fitting 27 is inserted into the hollow portion 37 formed inside the base 3 so as to be seated. And it was inserted into the base spacer 3,
The base receiving member 7 to which the connecting bolt 9 is fastened is placed at a predetermined position on the cloth foundation 100 such that the opening 19 for rotation of the base spacer is directed inward of the building. this is,
This is to prevent the rotation engaging portion 17 from being exposed to the outside of the building. Next, through-holes for anchor bolts drilled in the base 101 were inserted into the anchor bolts 103 erected on the cloth foundation 100, and were also inserted into the base spacers 3 placed on the cloth foundation 100. The vertical hole 101a formed in the base 101 is simultaneously inserted into the base receiving member 7 with the connecting bolt 9 and the cloth base 10 is fixed by the anchor bolt 104.
0 and the base 101 are screwed. Then, the vertical hole 102a formed at the lower end of the load-bearing column 102 is inserted into the cylindrical nut portion 15 to which the connecting bolt 9 is fastened, which is inserted so as to protrude from the base 101, and the load-bearing column 102 is erected. You.
Next, the locking cylinder 11 is inserted from one of the lateral holes 102b formed in the load-bearing column 102 through the insertion opening 31 of the engagement groove 29 so that the engagement groove 29 is on the lower side. The insertion opening 31 of the engagement groove 29 is inserted into the locking cylinder engaging portion (recessed portion) 27 protruding into the lateral hole 102b, inserted while pushing the insertion passage 33, and is clamped by the clamping hole 35. , The base 101 and the bearing column 102 are joined. The insertion passage 33 formed in the engagement groove 29 is formed to be somewhat narrower than the thickness of the locking cylinder engaging portion (recessed portion) 27, and is provided at the end of the insertion passage 33 at the locking cylinder engaging portion ( Since the holding hole 35 is formed so as to fit in and hold the recess 27, the engaging cylinder engaging portion (recess) 2 is formed.
7 and the engaging groove 29 of the locking cylinder 11 are simply and tightly engaged. Next, in order to make the connection between the base 101 and the load-bearing column 102 more firm, a rotation engaging portion (concavo-convex portion) 1 exposed from a rotation opening 19 formed in the base spacer 3.
7 is rotated in a direction to fasten the connection bolt 9 using a tool such as a chisel. As a result, the connecting cylinder 9 is engaged with the engaging cylinder engaging portion (recessed portion) 27 and the holding hole 35 so that the engaging cylinder 11 is engaged.
Is pulled toward the base 101, and the base 101 and the
2 can be more firmly joined. In addition, a locking cylinder engaging portion (recessed portion) 27 of the connecting bolt 9 is fastened to the cylindrical nut portion 15 of the base receiving member 7 with a slight deviation from a predetermined position in a lateral hole 102b formed in the load-bearing column 102. Even if it has been done, or if the processing position of the horizontal hole 102b has shifted slightly,
As long as the engaging cylinder engaging portion (concave portion) 27 can be inserted into the first engaging groove 29, a tool such as a chisel is applied to the rotating engaging portion (concavo-convex portion) 17. Is rotated to fasten the connection bolt 9, whereby the base 101 and the load bearing column 102
And a firm connection with the substrate. That is, depending on the width of the concave portion formed in the locking cylinder engaging portion 27 and the degree of fastening of the connecting bolt 9, the displacement of the connecting bolt 9 and the processing of the lateral hole 102 b of the load-bearing column 102 are different. Is eliminated up to the width of the recess. Finally, locking cylinder 1
The reinforcing cap 45 is fitted to both ends of the base 1 to complete the joining operation of the base 101 and the load bearing column 102.

【0025】したがって、本発明によれば、土台と耐力
柱とが、六角孔を有する六角ナット及び座金を介して接
合されるのではなく、上述した接合装置を用いて直接接
合されるものであることにより、土台と柱とを緊密に接
合することができる。
Therefore, according to the present invention, the base and the load-bearing column are directly joined using the above-described joining device, instead of being joined via the hexagon nut having the hexagonal hole and the washer. Thereby, the base and the column can be tightly joined.

【0026】また、係止筒係合部が、連結ボルトの一端
より下方所定位置に対向して形成された断面が楕円状の
所定幅を有する凹陥部であり、係止筒が円筒体側面の長
手方向所定位置に、係止筒係合部の凹陥部を長手方向よ
り挿通し挾持しうるように、当該挿入口において拡開さ
れるとともに、係止筒係合部の肉厚より幾分狭く、当該
挿入口に連通する挿通路が形成され、当該挿通路終端に
おいて、係止筒係合部の凹陥部に嵌合しこれを挾持する
挾持孔が形成されているとともに、ベース受金具のベー
スプレートが回動可能に土台スペーサーに内挿され、当
該ベースプレートに形成さた回動用係合部が、当該ベー
スプレートに周設された歯車状の凹凸部であり、当該凹
凸部にたがね等の工具を宛がい当該ベースプレートを回
動させることにより、連結ボルトを介して、土台と耐力
柱とを緊結しうるようにしたことにより、係止筒係合部
が係止筒に形成された係合溝に挿入されさえすれば、耐
力柱に穿設された横孔のズレや、ベース受金具と連結ボ
ルトとの締結位置のズレ等、係止筒に形成されたテーパ
ー面で処理しきれないズレによる不具合を解消し、耐力
柱を取り外し再度取付作業を行うことなく土台と柱との
堅固な接合が可能となる。
The locking cylinder engaging portion is a concave portion having a predetermined width and an elliptical cross section formed opposite a predetermined position below one end of the connecting bolt, and the locking cylinder is formed on a side surface of the cylindrical body. At a predetermined position in the longitudinal direction, the opening is expanded at the insertion opening so that the recessed portion of the engaging cylinder engaging portion can be inserted and clamped from the longitudinal direction, and is somewhat narrower than the thickness of the engaging cylinder engaging portion. An insertion passage communicating with the insertion opening is formed, and at the end of the insertion passage, a holding hole is formed to fit into and engage with the concave portion of the locking cylinder engaging portion, and the base plate of the base receiving member is formed. Is rotatably inserted into a base spacer, and a rotation engaging portion formed on the base plate is a gear-shaped uneven portion provided around the base plate, and a tool such as a chisel is provided on the uneven portion. By rotating the base plate. Since the base and the load-bearing column can be tightly connected via the connecting bolts, the support tube can be pierced as long as the locking tube engaging portion is inserted into the engaging groove formed in the locking tube. Eliminates problems caused by misalignment of the tapered surface formed on the locking cylinder, such as misalignment of the installed horizontal hole and misalignment of the fastening position between the base bracket and the connection bolt. A solid connection between the base and the pillar can be made without performing any work.

【0027】また、係止筒は、円筒体側面の所定位置に
上述した係合溝が形成されただけのものであるので、そ
の製作作業が容易である。
Further, since the engaging cylinder has only the above-described engaging groove formed at a predetermined position on the side surface of the cylindrical body, the manufacturing operation thereof is easy.

【0028】なお、本発明は、上述した実施の形態に限
定されるものではなく、本発明の趣旨を逸脱しない範囲
で適宜設計変更が可能である。
It should be noted that the present invention is not limited to the above-described embodiment, and design changes can be made as appropriate without departing from the spirit of the present invention.

【0029】[0029]

【発明の効果】以上、本発明は、上述したように構成さ
れているので、接合装置が外部に露出することなく土台
と耐力柱とを接合することができ、施工性が良好であ
る。
As described above, since the present invention is configured as described above, the base and the load-bearing column can be joined without exposing the joining device to the outside, and the workability is good.

【0030】また、ベース受金具が土台スペーサーに回
動可能に内挿されるとともに、ベース受金具に締結され
た連結ボルトに形成された係止筒係合部(凹陥部)と係
止筒に形成された係合溝とが係合して土台と耐力柱とが
接合され緊結されるようになっているので、係止筒係合
部(凹陥部)が係合溝に挿入できさえすれば、耐力柱に
穿設された横孔のズレや、ベース受金具と連結ボルトと
の締結位置のズレ等、係止筒に形成されたテーパー面で
処理しきれないズレによる不具合を解消し、耐力柱を取
り外し再度取付作業を行なうことなく、土台と柱とを堅
固に接合することができる。
The base receiving member is rotatably inserted into the base spacer, and is formed on a locking tube engaging portion (recessed portion) and a locking tube formed on a connecting bolt fastened to the base receiving member. The base and the load-bearing column are joined and tightened by engaging with the engaged engagement groove, so that as long as the engaging cylinder engaging portion (recess) can be inserted into the engagement groove, Eliminates problems such as misalignment of the horizontal hole drilled in the load-bearing column and displacement of the fastening position between the base bracket and the connection bolt, which cannot be handled by the tapered surface formed in the locking cylinder. The base and the column can be firmly joined without removing and remounting.

【0031】さらに、本発明に係る接合装置は、土台ス
ペーサーと一体のものとして構成されているので、布基
礎に換気口を別途設ける必要はない。
Further, since the joining device according to the present invention is configured as an integral unit with the base spacer, it is not necessary to separately provide a ventilation port on the cloth foundation.

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

【図1】本実施の形態に係る接合金具と土台スペーサー
を使用した土台と柱の接合状態を示す断面図である。
FIG. 1 is a cross-sectional view showing a joint state between a base and a column using a joint fitting and a base spacer according to the present embodiment.

【図2】(a)は、ベース受金具を示す正面図である。
(b)は、当該平面図である。
FIG. 2A is a front view showing a base fitting.
(B) is the plan view.

【図3】(a)は、連結ボルトを示す正面図である。
(b)は、当該側面図である。
FIG. 3A is a front view showing a connecting bolt.
(B) is the side view.

【図4】(a)は、係止筒を示す底面図である。(b)
は、当該側面図である。
FIG. 4A is a bottom view showing a locking cylinder. (B)
Is the side view.

【図5】(a)は、土台スペーサーを示す平面図であ
る。(b)は、回動用開口部が形成された側部を示す側
面図である。
FIG. 5A is a plan view showing a base spacer. (B) is a side view showing the side part in which the opening for rotation was formed.

【図6】土台スペーサーにベース受金具が内挿された状
態を示す断面概略図である。
FIG. 6 is a schematic cross-sectional view showing a state where a base fitting is inserted into a base spacer.

【符号の説明】[Explanation of symbols]

1 接合装置 3 土台スペーサー 5 接合金具 7 ベース受金具 9 連結ボルト 11 係止筒 13 ベースプレート 15 円筒状ナット部 17 回動用係合部(凹凸部) 19 回動用開口部 21 雌ねじ 23 貫通孔 25 雄ねじ 27 係止筒係合部(凹陥部) 29 係合溝 31 挿入口 33 挿通路 35 挾持孔 37 中空部 39 外堤部 41,41a,41b,41c 内堤部 45 補強キャップ 100 布基礎 101 土台 101a,102a 縦孔 102 耐力柱 102b 横孔 DESCRIPTION OF SYMBOLS 1 Joining apparatus 3 Base spacer 5 Joining fixture 7 Base receiving fixture 9 Connecting bolt 11 Locking cylinder 13 Base plate 15 Cylindrical nut part 17 Rotation engagement part (irregular part) 19 Rotation opening part 21 Female screw 23 Through hole 25 Male screw 27 Locking cylinder engaging portion (concave portion) 29 Engagement groove 31 Insertion opening 33 Insertion passage 35 Holding hole 37 Hollow portion 39 Outer levee portion 41, 41a, 41b, 41c Inner levee portion 45 Reinforcement cap 100 Cloth foundation 101 Base 101a, 102a Vertical hole 102 Bearing column 102b Horizontal hole

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2D046 AA13 AA14 2E001 DB02 EA09 FA02 FA21 NA03 NC01 ND01 2E125 AA04 AA18 AB12 AC23 AG03 AG04 AG12 AG13 BB08 BB09 BB19 BB24 BB25 BB28 BB30 BB33 BD01 BD03 BE07 BF08 CA01 CA91 EA24  ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2D046 AA13 AA14 2E001 DB02 EA09 FA02 FA21 NA03 NC01 ND01 2E125 AA04 AA18 AB12 AC23 AG03 AG04 AG12 AG13 BB08 BB09 BB19 BB24 BB25 BB28 BB30 BB33 BD01 BD03 BE07 BF08 CA01

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 布基礎上に載置され土台を担持する土台
スペーサーと、前記土台に立設される耐力柱と前記土台
とを接合する接合金具とから成る木造建築物における土
台と柱の接合装置であって、前記接合金具が、ベース受
金具と、連結ボルトと、係止筒とから成り、前記ベース
受金具が、前記土台スペーサーに内挿され所定位置に回
動用係合部が形成された円板状のベースプレートと、前
記土台と耐力柱の所定位置に予め穿設された縦孔内に挿
通され一端内周面に雌ねじが形成され他端において前記
ベースプレート中央に立設される円筒状ナット部とから
構成されるとともに、前記連結ボルトが、一端に前記ベ
ース受金具の円筒状ナット部の雌ねじに螺合する雄ねじ
が形成され前記円筒状ナット部に締結されるとともに、
他端に係止筒係合部が形成され前記耐力柱の縦孔内に挿
通しうるよう構成され、前記係止筒が、前記耐力柱の縦
孔と所定位置で直交するよう形成された横孔内に嵌挿さ
れ前記連結ボルトの係止筒係合部に係合して係止する係
合溝が形成され、前記連結ボルトと前記耐力柱とを接合
しうるよう構成されて成り、また、前記土台スペーサー
が、当該上面中央に前記ベース受金具の円筒状ナット部
を挿通する貫通孔が穿設され、当該内側に前記ベースプ
レートを回動可能に内挿する中空部を有するとともに、
当該側部に前記ベース受金具のベースプレートの所定位
置に形成された回動用係合部を露呈する回動用開口部が
形成されて成ることを特徴とする木造建築物における土
台と柱の接合装置。
1. A joint between a base and a pillar in a wooden building, comprising: a base spacer mounted on a cloth foundation and supporting the base; and a joint fitting for connecting the load-bearing column erected on the base and the base. In the apparatus, the joining metal fitting includes a base metal fitting, a connecting bolt, and a locking cylinder, and the base metal fitting is inserted into the base spacer to form a rotation engaging portion at a predetermined position. Disk-shaped base plate, a cylindrical shape which is inserted into a vertical hole pre-drilled at a predetermined position of the base and the load-bearing column, has a female screw formed on one inner peripheral surface, and has the other end erected in the center of the base plate. A nut is formed, and the connection bolt is formed at one end with a male screw that is screwed to the female screw of the cylindrical nut of the base receiving member, and is fastened to the cylindrical nut.
A locking cylinder engaging portion is formed at the other end and is configured to be inserted into a vertical hole of the load-bearing column, and the locking cylinder is formed so as to be orthogonal to the vertical hole of the load-bearing column at a predetermined position. An engagement groove that is inserted into the hole and engages with and engages with the engaging cylinder engaging portion of the connection bolt is formed, and is configured to be able to join the connection bolt and the load-bearing column, The base spacer has a through hole in the center of the upper surface, through which the cylindrical nut portion of the base metal fitting is inserted, and a hollow portion for rotatably inserting the base plate inside the base spacer,
A base-column joining apparatus for a wooden building, wherein a turning opening exposing a turning engaging portion formed at a predetermined position of a base plate of the base fitting is formed on the side portion.
【請求項2】 前記係止筒係合部が、前記連結ボルトの
一端より下方所定位置に対向して形成された断面が楕円
状の所定幅を有する凹陥部であり、前記係止筒が、円筒
体側面の長手方向所定位置に、前記係止筒係合部の凹陥
部を長手方向より挿通し挾持しうるように、当該挿入口
において拡開されるとともに、前記係止筒係合部の肉厚
より幾分狭く、当該挿入口に連通する挿通路が形成さ
れ、当該挿通路終端において、前記係止筒係合部の凹陥
部に嵌合しこれを挾持する挾持孔が形成された係合溝が
所定長さ形成されるとともに、前記ベース受金具の円板
状ベースプレートに形成された回動用係合部が、当該ベ
ースプレートに周設された歯車状の凹凸部であり、当該
凹凸部にたがね等の工具を宛がい当該ベースプレートを
回動させることにより、前記連結ボルトを介して、前記
土台と耐力柱とを緊結するようにしたことを特徴とする
請求項1記載の木造建築物における土台と柱の接合装
置。
2. The locking cylinder engaging portion is a concave portion having a predetermined width with an elliptical cross section formed opposite to a predetermined position below one end of the connection bolt, and the locking cylinder includes: At the predetermined position in the longitudinal direction of the side surface of the cylindrical body, the recess is opened at the insertion opening so that the recessed portion of the locking cylinder engaging portion can be inserted and clamped from the longitudinal direction. An insertion passage that is somewhat narrower than the wall thickness and communicates with the insertion opening is formed. At the end of the insertion passage, a holding hole that fits into the recessed portion of the engaging cylinder engaging portion and holds it is formed. The mating groove is formed with a predetermined length, and the rotating engagement portion formed on the disc-shaped base plate of the base receiving member is a gear-shaped uneven portion provided around the base plate. By applying a tool such as a chisel and rotating the base plate 2. The joining device of a base and a pillar in a wooden building according to claim 1, wherein the base and the load-bearing column are tightened via the connecting bolt.
JP2000024997A 2000-02-02 2000-02-02 Device for connecting sill with conlumn of wooden building Ceased JP2001214517A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000024997A JP2001214517A (en) 2000-02-02 2000-02-02 Device for connecting sill with conlumn of wooden building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000024997A JP2001214517A (en) 2000-02-02 2000-02-02 Device for connecting sill with conlumn of wooden building

Publications (1)

Publication Number Publication Date
JP2001214517A true JP2001214517A (en) 2001-08-10

Family

ID=18550915

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000024997A Ceased JP2001214517A (en) 2000-02-02 2000-02-02 Device for connecting sill with conlumn of wooden building

Country Status (1)

Country Link
JP (1) JP2001214517A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008169664A (en) * 2007-01-15 2008-07-24 Kaneshin:Kk Joining device for column and horizontal member in wooden building
JP2009215770A (en) * 2008-03-10 2009-09-24 Shinichiro Hirose Sill structure and sill receiving member of concrete foundation

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008169664A (en) * 2007-01-15 2008-07-24 Kaneshin:Kk Joining device for column and horizontal member in wooden building
JP2009215770A (en) * 2008-03-10 2009-09-24 Shinichiro Hirose Sill structure and sill receiving member of concrete foundation

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