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JPH06180028A - Connecting method between column and beam and fitting thereof - Google Patents

Connecting method between column and beam and fitting thereof

Info

Publication number
JPH06180028A
JPH06180028A JP21650492A JP21650492A JPH06180028A JP H06180028 A JPH06180028 A JP H06180028A JP 21650492 A JP21650492 A JP 21650492A JP 21650492 A JP21650492 A JP 21650492A JP H06180028 A JPH06180028 A JP H06180028A
Authority
JP
Japan
Prior art keywords
connecting bolt
bolts
tightening
bolt
hole
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.)
Granted
Application number
JP21650492A
Other languages
Japanese (ja)
Other versions
JP2659154B2 (en
Inventor
Yoshinori Okura
義憲 大倉
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP21650492A priority Critical patent/JP2659154B2/en
Publication of JPH06180028A publication Critical patent/JPH06180028A/en
Application granted granted Critical
Publication of JP2659154B2 publication Critical patent/JP2659154B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To prevent bolts and such from being exposed to the underside of a beam and make no hindrance to tightening operations even if a recess hole necessary for tightening at the beam side with a connecting bolt is formed into being narrowed and deepened, in a such connection as piercing through the connecting bolt from a column to the beam. CONSTITUTION:Each connecting bolt 1 formed with a clamping head part 11 at a tip is used, while a recess hole 10 is installed in the top of a beam 6 so as to prevent bolts, and such from being exposed to the side of a ceiling, and a washer member 3 and a latch member 5 are passed through the connecting bolt 1 through this recess hole 10. In succession, the latch member 5 is latched to the clamping head part 11, and with the point of such a simple operation as driving a wedge 7 in a gap between the washer member 3 and the latch member 5, the recess hole 10 is able to be narrowed insomuch that strength of the beam 6 is not impaired, and in addition, it can be formed so deeply as being suitable for each rational setup of the two connecting bolts 1 and their positional tightening operations.

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、木造建築物の柱と梁
(積層材構造の建物における積層材の柱と梁や、パネル
工法の建物における構造材が柱や梁に相当する場合を含
む)とを連結する方法およびそれに使用する連結金具に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention includes columns and beams of wooden buildings (columns and beams of laminated materials in a building of a laminated material structure, and structural materials in a building of a panel construction method correspond to columns and beams. ) And a connecting metal fitting used therefor.

【0002】[0002]

【従来の技術】柱と梁を連結する方法として、日本では
古来から軸組が行われてきたが、現在では、殊に、積層
材構造の建物やパネル工法の建物において、連結金具が
使用される。また、軸組工法においてても、細い材料の
使用において、太さ断面の切りり刻みを少なくしながら
必要な連結強度を確保するために、連結金具が補助的に
使用される。このような連結金具としては、渡りボルト
や羽子板ボルトが挙げられる。
2. Description of the Related Art As a method of connecting columns and beams, framing has been used in Japan since ancient times, but nowadays, especially in buildings with a laminated material structure or buildings with a panel construction method, connecting metal fittings are used. It Further, even in the frame assembly method, when using a thin material, a connecting metal fitting is used as an auxiliary in order to secure necessary connecting strength while reducing the notch of the thickness section. Examples of such connecting fittings include crossover bolts and battledore bolts.

【0003】渡りボルトは、両端に雄ねじを形成したボ
ルトと、ナットおよび座金とからなるもので、これで柱
と梁とを連結するには、柱と梁にボルトを通す孔を設
け、梁にはナットおよび座金板が納まる凹部を設け、柱
に掛かるナットと梁の凹部に掛かるナットとにより締め
付けられる。
A crossover bolt is composed of a bolt having male threads formed on both ends, a nut and a washer. To connect a pillar and a beam with this, a hole is formed in the pillar and the beam, and the beam is attached to the beam. Is provided with a concave portion in which the nut and the washer plate are housed, and is tightened by the nut hanging on the pillar and the nut hanging on the concave portion of the beam.

【0004】羽子板ボルトは、ボルトの一端部を羽子板
状に偏平に形成し、他端部にナットを螺入する雄ねじを
形成したもので、これで柱と梁を連結するには、柱にの
みボルトの挿通孔を設け、梁の外面に羽子板部分が釘付
けまたはねじ止めされてから、ナットが締め付けられ
る。
The battledore bolt is one in which one end of the bolt is formed flat in a battledore shape and a male screw for screwing a nut is formed at the other end thereof. A bolt insertion hole is provided, and the battledore portion is nailed or screwed to the outer surface of the beam, and then the nut is tightened.

【0005】[0005]

【発明が解決しようとする課題】柱と梁との連結に渡り
ボルトを使用したときには、梁の凹部におけるナットの
螺入に、それを回転する道具が不可欠であり、その操作
を可能にするために、その凹孔を浅く且つ広くする必要
がある。そして、凹部が浅いということは、ボルトを梁
の中心部から外れた外面近くにおいて通すことになるの
で、締結力が一方に編して連結の安定性が得られない。
均等に上下というように複数の連結ボルトを使用する
と、連結操作が二度手間となる。また、凹孔が広いと
(従来は、図3に二点鎖線に示す程度)、その凹孔によ
って梁の強度が喪失する。ちなみに、深い凹孔であって
も、それが梁の太さ断面において出来るだけ少ない面積
を占めることが望ましい。
When a cross bolt is used to connect a column and a beam, a tool for rotating the nut is indispensable for screwing the nut into the recess of the beam, and in order to enable its operation. First, it is necessary to make the concave hole shallow and wide. The shallow recesses allow the bolts to pass near the outer surface of the beam, which is not close to the center of the beam, so that the fastening force is unidirectional and the connection cannot be stable.
If a plurality of connecting bolts are used, such as evenly moving up and down, the connecting operation becomes troublesome twice. Further, if the concave hole is wide (conventionally, to the extent shown by the chain double-dashed line in FIG. 3), the strength of the beam is lost due to the concave hole. By the way, it is desirable that even a deep concave hole occupy as small an area as possible in the thickness section of the beam.

【0006】羽子板ボルトを使用したときには、梁に凹
孔が不要であるが、羽子板部分が梁の外面に露出する不
都合がある。一般的に、梁は天井部材によって隠れるけ
れども、例えば、天井部材を省いて軸組を露出する建物
の場合や、屋根裏を部屋に利用するために内装を省くと
きには、羽子板ボルトが見えて不体裁となる。渡りボル
トの場合も、梁の上下に使用した場合には、下側が見え
ることになるので、同様の問題がある。
When the battledore bolt is used, no recessed hole is required in the beam, but there is a disadvantage that the battledore portion is exposed on the outer surface of the beam. In general, the beams are hidden by the ceiling members, but for example, in a building in which the ceiling members are exposed to expose the framework, or when the interior is omitted to use the attic as a room, the battledore bolts are visible and are not visible. Become. Also in the case of a crossover bolt, when it is used above and below the beam, the lower side is visible, so there is a similar problem.

【0007】この発明は、上記のような実情に鑑みて、
梁の下側にボルト類が露出しなく、また、連結ボルトの
梁側での締め付けが、簡単な楔の打ち込み操作により要
領良くなし得るために、梁にボルトの締め付けに要する
凹孔を幅狭く且つ深く形成できる柱と梁との連結方法お
よび連結金具を提供することを目的とした。
The present invention has been made in view of the above circumstances.
Since the bolts are not exposed on the lower side of the beam and the tightening of the connecting bolt on the beam side can be done easily by a simple wedge driving operation, the beam has a narrow recess for bolt tightening. Further, it is an object of the present invention to provide a method of connecting a pillar and a beam that can be formed deep and a connecting fitting.

【0008】[0008]

【課題を解決するための手段】上記の目的を達成するた
めに、この発明は、柱から梁に連結ボルトの挿通孔を穿
設すると共に、梁の上面には挿通孔が開通する凹孔を穿
設し、柱から凹孔に連結ボルトを通し、凹孔において連
結ボルトの先端部を締め付け得るように基端部を止め、
その先端部の締め付けにつき、凹孔に突き出した連結ボ
ルトの先端部に、その締め付けに要する座金部材と、そ
れに対面する掛止部材とを挿入し、掛止部材を連結ボル
トの先端部に掛け止め、座金部材と掛止部材との間に楔
を打ち込むことを特徴とする柱と梁との連結方法を構成
した。
In order to achieve the above-mentioned object, the present invention is to form an insertion hole for a connecting bolt from a column to a beam, and to form a concave hole in the upper surface of the beam for opening the insertion hole. Pierce, pass the connecting bolt from the pillar to the concave hole, stop the base end so that the tip of the connecting bolt can be tightened in the concave hole,
When tightening the tip, insert the washer member required for the tightening and the hooking member facing it into the tip of the connecting bolt protruding into the recessed hole, and hook the hooking member to the tip of the connecting bolt. The method for connecting columns and beams is characterized in that a wedge is driven between the washer member and the latch member.

【0009】また、この発明は、先端部において締め付
け得るように基端部に掛止構造を備え、先端部には締め
付けに要する締結頭部を形成した複数の連結ボルトと、
各連結ボルトに共用する長手の座金部材および掛止部材
と、その両部材間に長手方向から打ち込む楔とからな
り、掛止部材に連結ボルトの締結頭部が掛かる掛止孔を
設けたことを特徴とする柱と梁との連結金具を構成し
た。
Further, according to the present invention, a plurality of connecting bolts are provided, each of which has a hooking structure at the base end portion so that the tip end portion can be tightened, and a fastening head portion required for tightening is formed at the tip end portion,
It has a long washer member and a latching member that are commonly used for each connecting bolt, and a wedge that is driven in from the longitudinal direction between the two members. The characteristic metal fittings for columns and beams were constructed.

【0010】[0010]

【作用】柱と梁との連結方法を上記のように構成したか
から、梁の凹孔において連結ボルトを締め付ける操作が
楔の打ち込みであり、その際に、道具を凹孔に差し入れ
たり回転操作したりする必要がないために、梁の強度を
保持し得るように、凹孔を幅狭く且つ深く形成すること
ができる。そして、凹孔を深く形成することにより、柱
から梁に一本の連結ボルトを通すときには、それを中心
に位置させることができるし、複数の連結ボルトを通す
ときには、均等に配することができる。
[Operation] Since the method of connecting the column and the beam is configured as described above, the operation of tightening the connecting bolt in the concave hole of the beam is driving the wedge, and at that time, inserting the tool into the concave hole and rotating the tool. Since there is no need to do so, the concave hole can be formed to be narrow and deep so as to maintain the strength of the beam. Further, by forming the concave hole deeply, when one connecting bolt is passed from the pillar to the beam, it can be positioned at the center, and when a plurality of connecting bolts are passed, they can be evenly arranged. .

【0011】柱と梁との連結金具を上記のように構成し
たから、同じように楔の打ち込み操作により連結ボルト
の締め付けがなされるが、複数の連結ボルトを使用する
ために、柱と梁との組合せおよび連結強度が安定する。
また、両連結ボルトに座金部材および掛止部材が共用さ
れるので、楔の打ち込みを一度になし得る。
Since the connecting fitting for connecting the pillar and the beam is constructed as described above, the connecting bolt is tightened in the same manner by driving the wedge. However, since a plurality of connecting bolts are used, the connecting pillar and the beam are connected to each other. The combination and the connection strength are stable.
Further, since the washer member and the latch member are shared by both connecting bolts, the wedge can be driven at once.

【0012】[0012]

【実施例】次に、この発明の実施例を図面に基づいて説
明する。
Embodiments of the present invention will now be described with reference to the drawings.

【0013】図1ないし図3は、一実施例を示したもの
で、連結金具Pは、上下一対の連結ボルト1,1を主体
とし、その先端部を締め付けるための前提条件として基
端部に掛止構造2を有し、先端部を同時に締め付けるた
めに、両連結ボルト1,1に座金部材3と、掛止部材5
と、一対の楔7,7が共用される。そして、この連結金
具Pにより、柱4と梁6とが連結される。
FIG. 1 to FIG. 3 show an embodiment, in which a connecting fitting P is mainly composed of a pair of upper and lower connecting bolts 1, 1 and has a base end portion as a precondition for tightening the front end portion thereof. It has a hooking structure 2, and both ends of the connecting bolts 1 and 1 have a washer member 3 and a hooking member 5 in order to tighten the tips at the same time.
And the pair of wedges 7, 7 is shared. Then, the pillar 4 and the beam 6 are connected by the connecting fitting P.

【0014】柱4と梁6には、上下連結ボルト1,1の
挿通孔8,8をドリルで開け、梁6の上面にはドリルと
ミノにより長孔状に凹孔10を穿設し、その凹孔10の
内面に挿通孔8,8が開通している。凹孔10は、梁6
の下面すれすれに深く形成され、下面に抜けていないの
で、天井においては連結金具Pが全く見えない。なお、
柱4には、その強度を損しない程度に、極浅彫りにより
追込部14が形成される。また、柱4の外面には、掛止
構造2の定着のために座金がなされる。
Through holes 8 and 8 for the upper and lower connecting bolts 1 and 1 are drilled in the pillar 4 and the beam 6, and an elongated concave hole 10 is formed in the upper surface of the beam 6 by a drill and a mino. Insertion holes 8 are formed in the inner surface of the recessed hole 10. The recessed hole 10 is a beam 6
Since it is deeply formed on the lower surface of the connector and does not come out on the lower surface, the connecting fitting P cannot be seen at all on the ceiling. In addition,
The pillar 4 is formed with a recess 14 by extremely shallow carving so as not to impair its strength. A washer is provided on the outer surface of the pillar 4 for fixing the hooking structure 2.

【0015】連結ボルト1は、基端部に雄ねじ9を、先
端部に締結頭部11をそれぞれ形成したもので、締結頭
部11の形成のために、小径の頸部13が形成される。
しかし、単なる膨出形態により締結頭部11を形成して
も良い。
The connecting bolt 1 is formed with a male screw 9 at the base end and a fastening head 11 at the tip, and a neck portion 13 having a small diameter is formed for forming the fastening head 11.
However, the fastening head 11 may be formed by a simple bulge.

【0016】掛止構造2は、連結ボルト1,1の雄ねじ
9,9に螺入するナット15,15と、そのワッシャ1
7,17と、両連結ボルト1,1に共用される短冊形の
座金板19との使用によるものである。したがって、連
結ボルト1,1の基端部においては、ねじによる最終的
な締め付けも可能である。しかし、先端部において最適
に最終的な締め付けが可能であるので、図4に示すよう
に、連結ボルト1,1の基端に単なるボルト頭部21,
21を形成しても良い。
The hooking structure 2 includes nuts 15 and 15 to be screwed into the male screws 9 and 9 of the connecting bolts 1 and 1, and the washer 1 thereof.
7, 17 and a strip-shaped washer plate 19 shared by both connecting bolts 1, 1. Therefore, final tightening with screws is also possible at the base ends of the connecting bolts 1, 1. However, since the final tightening can be performed optimally at the tip portion, as shown in FIG. 4, a simple bolt head 21,
21 may be formed.

【0017】座金部材3および掛止部材5は、上下連結
ボルト1,1に共用されるために、上下に長く形成され
る。そして、上下両端部に連結ボルト1,1がとおる抜
孔23,23および掛止孔25,25を設けてある。ま
た、相対向面に楔7,7を差し込む案内溝27,27が
形成される。
Since the washer member 3 and the latch member 5 are commonly used by the upper and lower connecting bolts 1 and 1, they are vertically long. The upper and lower ends are provided with holes 23, 23 through which the connecting bolts 1, 1 pass and hook holes 25, 25. Further, guide grooves 27, 27 into which the wedges 7, 7 are inserted are formed on the facing surfaces.

【0018】掛止孔25は、連結ボルト1の締結頭部1
1が通る大きさであるが、それを脱出不能に掛けるため
に、頸部13のみが通る小切欠部29と、締結頭部11
が納まる大切欠部31の形成がなされている。また、楔
7の打ち込みにより外れないように、その形成方向が上
向となっている。そこで、掛止部材5を掛けるときに
は、両連結ボルト1,1の先端に掛止孔25,25を通
してから、単に落とし込めば良い。
The hooking hole 25 is the fastening head 1 of the connecting bolt 1.
1 is a size that passes through, but in order to hang it irremovably, a small cutout 29 through which only the neck 13 passes and the fastening head 11
The important notch 31 in which is accommodated is formed. Further, the forming direction of the wedge 7 is upward so that the wedge 7 does not come off by being driven. Therefore, when the hooking member 5 is hooked, the hooking holes 25, 25 may be passed through the tips of the connecting bolts 1, 1 and then simply dropped.

【0019】座金部材3および掛止部材5の断面形状に
ついては、締め付け強度の確保の問題や、凹孔10の形
状との関係から、座金部材3では半円形に、掛止部材5
では四角形に形成される。しかし、図4に示すように短
冊状の板体に形成しても良い。その場合には、掛止部材
5について、大切欠部31は必ずしも要しない。
Regarding the cross-sectional shapes of the washer member 3 and the latch member 5, the washer member 3 has a semicircular shape and the latch member 5 has a semi-circular shape because of the problem of securing the tightening strength and the relationship with the shape of the recessed hole 10.
Is formed into a square. However, it may be formed into a strip-shaped plate body as shown in FIG. In that case, the important notch 31 is not necessarily required for the hook member 5.

【0020】楔7は、割り箸状に形成される。材質的に
は、金属の他に、欅や樫等の硬質木、竹等で造ることが
できる。また、図4に示すように、二股脚状に形成すれ
ば、差し込みが容易となる。しかも、この場合、両脚で
連結ボルト1,1を跨ぎそれで差し込みが案内されるの
で、案内溝27,27は必ずしも要しない。
The wedge 7 is formed in a chopstick shape. In terms of material, in addition to metal, hard wood such as keyaki and oak, bamboo, etc. can be used. Further, as shown in FIG. 4, if it is formed into a bifurcated leg, insertion becomes easy. Moreover, in this case, since the connecting bolts 1 and 1 are straddled by both legs to guide the insertion, the guide grooves 27 and 27 are not necessarily required.

【0021】図5は、他の実施例を示したもので、この
場合は、柱4を間にして相対向する梁6,6が連結され
るために、両端部に締結頭部11,11を有する連結ボ
ルト1が使用される。また、両端部において、前記実施
例と同様に、座金部材3と掛止部材5との間に楔7が打
ち込まれ、梁6,6に両端部が掛止される。この発明で
は、直接の掛止対象が必ずしも柱4とは限らないので、
この実施例の場合であると、一方の楔7による締結手段
が掛止構造2を構成する。また、一方については、座金
部材3と楔7を省いた係止構造としても良い。
FIG. 5 shows another embodiment. In this case, since the beams 6 and 6 facing each other are connected with the column 4 in between, the fastening heads 11 and 11 are provided at both ends. A connecting bolt 1 with is used. Further, at both ends, similarly to the above-described embodiment, the wedge 7 is driven between the washer member 3 and the hooking member 5, and the both ends are hooked on the beams 6 and 6. In the present invention, the object to be directly hooked is not always the pillar 4,
In the case of this embodiment, the fastening means by one wedge 7 constitutes the hooking structure 2. Further, one of them may have a locking structure in which the washer member 3 and the wedge 7 are omitted.

【0022】図6は、上記の連結金具Pの幾つかの使用
例を示すために、建物躯体の全体的な骨組みを示したも
ので、柱4に対して床梁6や二階梁6、屋根梁6が連結
される。また、同図に示すように、棟において両屋根梁
6,6の連結や、基礎のベース板30に対する柱4の連
結にも有効に使用することができる。
FIG. 6 shows the overall frame structure of the building frame in order to show some examples of the use of the above-mentioned connecting fitting P. The beam 6 is connected. Further, as shown in the figure, it can also be effectively used for connecting both roof beams 6 and 6 in a ridge and connecting the pillar 4 to the base plate 30 of the foundation.

【0023】[0023]

【発明の効果】以上説明したように、本発明によれば、
梁に設けた凹孔において楔を打ち込むことにより、連結
ボルトの締め付けがなされるので、その作業が容易で能
率的になされ得る。しかも、凹孔を幅狭く形成してもそ
の締め付けが可能となるために、梁の太さ断面におい
て、凹孔が占める面積が少なくなり、梁の強度を確保す
ることができる。また、締め付け操作の要領において、
凹孔の深さに制約を受けないので、締結強さが均等する
適切な箇所に連結ボルトを配することができ、柱に大き
なホゾ孔や切り刻みを深く形成する必要もないこともあ
って、柱と梁とを連結強度や建物躯体の強度を高めるこ
とができるという優れた効果がある。
As described above, according to the present invention,
Since the connecting bolt is tightened by driving the wedge in the recessed hole provided in the beam, the work can be performed easily and efficiently. Moreover, since the tightening can be performed even if the recessed hole is formed to have a narrow width, the area occupied by the recessed hole in the thickness section of the beam is reduced, and the strength of the beam can be secured. Also, in the procedure of tightening operation,
Since there is no restriction on the depth of the recessed hole, it is possible to place the connecting bolts at appropriate locations where the fastening strength is even, and there is no need to form large mortise holes or notches deep in the pillar, There is an excellent effect that the strength of connecting the pillar and the beam and the strength of the building frame can be increased.

【0024】さらに、連結ボルトの配列数の如何にかか
わらず、天井側において、ボルト類が露出しないため
に、内装材を欠いても不体裁とならない効果もある。
Further, regardless of the arrangement number of the connecting bolts, the bolts are not exposed on the ceiling side, so that there is an effect that even if the interior material is lacked, it becomes invisible.

【0025】殊に、連結金具の場合であると複数の連結
ボルトに座金部材、掛止部材および楔が共用されるため
に、構造が簡単となるばかりでなく、凹孔の加工、楔の
打ち込みが一作業となり、建物組立ての作業能率および
強度の向上にさらに適する。
Particularly, in the case of the connecting fitting, since the washer member, the retaining member and the wedge are shared by the plurality of connecting bolts, not only the structure is simplified, but also the processing of the concave hole and the driving of the wedge are performed. Is one work, which is more suitable for improving work efficiency and strength in building assembly.

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

【図1】連結金具の斜視図である。FIG. 1 is a perspective view of a connecting fitting.

【図2】同連結金具の使用状態を示す縦断面図である。FIG. 2 is a vertical cross-sectional view showing a usage state of the connecting fitting.

【図3】同連結金具の使用状態を示す横断面図である。FIG. 3 is a transverse cross-sectional view showing a usage state of the connecting fitting.

【図4】他の実施例による連結金具の斜視図である。FIG. 4 is a perspective view of a connecting fitting according to another embodiment.

【図5】他の実施例による連結金具の使用状態を示す横
断面図である。
FIG. 5 is a cross-sectional view showing a use state of a connecting fitting according to another embodiment.

【図6】建物躯体の骨組みにつき連結金具の幾つかの使
用例を示す説明図である。
FIG. 6 is an explanatory view showing some examples of use of connecting fittings for a frame of a building skeleton.

【符号の説明】[Explanation of symbols]

P 柱と梁との連結金具 1 連結ボルト 2 掛止構造 3 座金部材 4 柱 5 掛止部材 6 梁 7 楔 8 挿通孔 10 凹孔 11 締結頭部 25 掛止孔 P Column and beam connection fitting 1 Connection bolt 2 Locking structure 3 Washer member 4 Column 5 Locking member 6 Beam 7 Wedge 8 Insertion hole 10 Recessed hole 11 Fastening head 25 Locking hole

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 柱(4)から梁(6)に連結ボルト
(1,1)の挿通孔(8)を穿設すると共に、梁(6)
の上面には挿通孔(8)が開通する凹孔(10)を穿設
し、柱(4)から凹孔(10)に連結ボルト(1,1)
を通し、凹孔(10)において連結ボルト(1,1)の
先端部を締め付け得るように基端部を止め、その先端部
の締め付けにつき、凹孔(10)に突き出した連結ボル
ト(1,1)の先端部に、その締め付けに要する座金部
材(3)と、それに対面する掛止部材(5)とを挿入
し、掛止部材(5)を連結ボルト(1,1)の先端部に
掛け止め、座金部材(3)と掛止部材(5)との間に楔
(7)を打ち込むことを特徴とする柱と梁との連結方
法。
1. An insertion hole (8) for connecting bolts (1, 1) is formed from a column (4) to a beam (6), and the beam (6) is also formed.
A concave hole (10) through which the insertion hole (8) is opened is formed on the upper surface of the column, and the connecting bolts (1, 1) are connected from the pillar (4) to the concave hole (10).
The base end of the connecting bolt (1, 1) so that the tip of the connecting bolt (1, 1) can be tightened in the recess (10), and the tightening of the leading end causes the connecting bolt (1, 1) protruding into the recess (10). The washer member (3) required for the tightening and the hooking member (5) facing it are inserted into the tip end of 1), and the hooking member (5) is attached to the tip end of the connecting bolt (1, 1). A method for connecting a pillar and a beam, characterized in that a latch (7) is driven between the washer member (3) and the latch member (5).
【請求項2】 先端部において締め付け得るように基端
部に掛止構造(2)を備え、先端部には締め付けに要す
る締結頭部(11)を形成した複数の連結ボルト(1,
1)と、各連結ボルト(1,1)に共用する長手の座金
部材(3)および掛止部材(5)と、その両部材(3,
5)間に長手方向から打ち込む楔(7)とからなり、掛
止部材(5)に連結ボルト(1,1)の締結頭部(1
1)が掛かる掛止孔(25)を設けたことを特徴とする
柱と梁との連結金具。
2. A plurality of connecting bolts (1, 2) provided with a hooking structure (2) at a base end portion so as to be tightened at a tip end portion, and a fastening head portion (11) required for tightening is formed at the tip end portion.
1), a long washer member (3) and a latching member (5) shared by the connecting bolts (1, 1), and both members (3, 3).
5) a wedge (7) driven in the longitudinal direction between them, and the fastening head (1) of the connecting bolt (1, 1) is attached to the latch member (5).
A coupling fitting for a column and a beam, characterized in that a hooking hole (25) for hanging 1) is provided.
JP21650492A 1992-07-21 1992-07-21 Connection method and connection bracket between column and beam Expired - Fee Related JP2659154B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP21650492A JP2659154B2 (en) 1992-07-21 1992-07-21 Connection method and connection bracket between column and beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP21650492A JP2659154B2 (en) 1992-07-21 1992-07-21 Connection method and connection bracket between column and beam

Publications (2)

Publication Number Publication Date
JPH06180028A true JPH06180028A (en) 1994-06-28
JP2659154B2 JP2659154B2 (en) 1997-09-30

Family

ID=16689468

Family Applications (1)

Application Number Title Priority Date Filing Date
JP21650492A Expired - Fee Related JP2659154B2 (en) 1992-07-21 1992-07-21 Connection method and connection bracket between column and beam

Country Status (1)

Country Link
JP (1) JP2659154B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005273386A (en) * 2004-03-26 2005-10-06 Grand Form:Kk Metal fitting for wooden building connection
JP2010024628A (en) * 2008-07-15 2010-02-04 Hirata Kensetsu:Kk Building joint metal, and method and tool for pulling out press-in member
JP4925151B1 (en) * 2011-12-19 2012-04-25 有限会社石田工務店 Metal fittings for wooden buildings, wooden buildings using this
JP2015187328A (en) * 2014-03-26 2015-10-29 日本発條株式会社 safety device and multistory parking device using the safety device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005273386A (en) * 2004-03-26 2005-10-06 Grand Form:Kk Metal fitting for wooden building connection
JP2010024628A (en) * 2008-07-15 2010-02-04 Hirata Kensetsu:Kk Building joint metal, and method and tool for pulling out press-in member
JP4925151B1 (en) * 2011-12-19 2012-04-25 有限会社石田工務店 Metal fittings for wooden buildings, wooden buildings using this
JP2015187328A (en) * 2014-03-26 2015-10-29 日本発條株式会社 safety device and multistory parking device using the safety device

Also Published As

Publication number Publication date
JP2659154B2 (en) 1997-09-30

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