JP5567992B2 - Steel bundle - Google Patents

Steel bundle Download PDF

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JP5567992B2
JP5567992B2 JP2010262388A JP2010262388A JP5567992B2 JP 5567992 B2 JP5567992 B2 JP 5567992B2 JP 2010262388 A JP2010262388 A JP 2010262388A JP 2010262388 A JP2010262388 A JP 2010262388A JP 5567992 B2 JP5567992 B2 JP 5567992B2
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support
steel bundle
horizontal member
base
screw rod
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JP2012112176A (en
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俊行 加藤
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T Kato Co Ltd
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T Kato Co Ltd
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Description

本発明は、木造建造物の基礎とその横架材としての大引との間に配置され、大引を支持する鋼製束に関する。   The present invention relates to a steel bundle that is disposed between a foundation of a wooden structure and a large drawing as a horizontal member thereof and supports the large drawing.

この種の鋼製束は、基礎上に固定される基盤と、大引を受け止める受枠と、これら基盤と受枠との間に介在し、大引を支持するターンバックル型の支柱とからなり、このようなターバックル型の支柱はその回転操作により、受枠の高さ位置を調整可能としている(特許文献1)。
特許文献1の鋼製束が適用される大引は鋼製であるため、この鋼製の大引には経年変化に起因したサイズ変動がないものの、木製の大引には経年変化に木痩せを避けることができない。
This type of steel bundle consists of a base fixed on the foundation, a receiving frame that receives the large pull, and a turnbuckle-type column that is interposed between the base and the receiving frame and supports the large pull. Such a turnbuckle-type column can adjust the height position of the receiving frame by rotating it (Patent Document 1).
Since the steel fork to which the steel bundle of Patent Document 1 is applied is made of steel, there is no size variation due to secular change in the steel fork, but the wood fore is not subject to secular change. Cannot be avoided.

大引が木痩せすれば、大引と受枠との間に隙間が生じ、大引の安定した支持が不能となる。このような状況に至ると、受枠の高さ位置を再調整しなければならないが、この再調整は大引及び受枠の締結解除及びこれら大引及び受枠の再締結を必要とし、容易ではない。
このような事情から本発明者は木痩せに起因した上述の再調整を容易にした鋼製束を既に提案している(特許文献2)。この特許文献2の鋼製束は、大引内に挿入される支柱の上端部に形成された環状溝と、大引内に水平方向に打ち込まれることで環状溝に嵌合されるドリフトピンとを備える。これら環状溝及びドリフトピンは互いに協働し、支柱及び大引を支柱の径方向に互いに拘束する拘束部を形成し、このような拘束部は木痩せによる悪影響を受けないことから、前述の再調整を容易にする。
If the fork is thin, a gap is generated between the fork and the receiving frame, and stable support for the fork becomes impossible. In such a situation, the height position of the receiving frame has to be readjusted, but this readjustment requires release of fastening of the drawing and receiving frame and re-fastening of the drawing and receiving frame, which is not easy.
Under such circumstances, the present inventor has already proposed a steel bundle that facilitates the above-described readjustment due to thinning of the wood (Patent Document 2). The steel bundle of Patent Document 2 includes an annular groove formed at an upper end portion of a column inserted into the large drawing, and a drift pin fitted into the annular groove by being driven horizontally in the large drawing. Prepare. The annular groove and the drift pin cooperate with each other to form a restraining portion that restrains the support column and the pulling member from each other in the radial direction of the support column. Easy adjustment.

特開2006-152615号公報JP 2006-152615 A 特開2010-203094号公報JP 2010-203094

特許文献2の鋼製束の場合、大引にはドリフトピンを貫通させるための横孔を予め形成しておく必要があるので、大引の前処理加工に手間が掛かり、また、受枠の高さ調整及びドリフトピンの打込みが大引に対して異なる方向から実施されるため、鋼製束の設置にも手間が掛かる。
本発明は上述の事情に基づいてなされたもので、その目的とするところは大引等の横架材の前処理加工が簡単に済み、且つ、その設置にも手間の掛からない鋼製束を提供することにある。
In the case of the steel bundle of Patent Document 2, it is necessary to previously form a horizontal hole for penetrating the drift pin in the large drawing, so it takes time for pretreatment of the large drawing, and the height of the receiving frame is high. Since the height adjustment and the driving of the drift pin are performed from different directions with respect to the large pull, it takes time to install the steel bundle.
The present invention has been made on the basis of the above-mentioned circumstances, and the purpose of the present invention is to provide a steel bundle that can be easily pre-processed for a horizontal member such as a large drawing and that does not require time and effort for its installation. It is to provide.

上述の目的を達成するため、本発明は木造建築物の基礎と縦孔を有する横架材との間に配置され、横架材を支持する鋼製束において、本発明の鋼製束は、基礎上に固定される基盤と、この基盤から延び、横架材の前記縦孔内に挿入されるべき先端部を有し且つ側方からの回転操作により基盤から先端までの長さを伸縮可能とした支柱と、この支柱に先端部よりも基盤側に位置し且つ基盤からの距離を調整可能にして設けられ、横架材を下方から支持可能な支持体と、この支持体から支柱の先端部を囲繞して延び、先端部とともに縦孔内に配置可能であるとともに径方向外側に向けて拡開可能な拡開スリーブと、支柱の先端から突設され、縦孔内に挿入可能な大きさを有する一方、支柱の先端に向けて先細をなし、支柱の収縮により拡開スリーブの先端内に進入されることで拡開スリーブを拡開させ、逆に、前記支柱の伸長により前記拡開スリーブの先端から抜け出ることで前記拡開スリーブの拡開を解除可能な逆テーパヘッドとを備える(請求項1)。 In order to achieve the above-mentioned object, the present invention is arranged between a wooden building foundation and a horizontal member having a vertical hole, and in a steel bundle that supports the horizontal member, the steel bundle of the present invention includes: A base fixed on the base, and a tip extending from the base to be inserted into the vertical hole of the horizontal member, and the length from the base to the tip can be expanded and contracted by rotating from the side. A support that is positioned on the base side of the base and adjustable in distance from the base and that can support the horizontal member from below, and the support to the tip of the post. An expansion sleeve that can be placed in a vertical hole along with the tip and can be expanded radially outward, and a size that protrudes from the tip of the column and can be inserted into the vertical hole On the other hand, it is tapered toward the tip of the column, and the expansion is made possible by contraction of the column. The entry in the tip is expanded the expansion sleeve in Rukoto, conversely, said expanded reverse tapered head capable released expansion of the expansion sleeve by escaping from the tip of the sleeve by extension of said strut (Claim 1).

上述の請求項1の鋼製束によれば、支柱の伸縮操作により支持体の高さ位置を調整することで支持体にて横架材を支持し、この支持体による横架材の支持を維持しつつ、支柱の収縮操作により逆テーパヘッドを拡開スリーブの先端内に進入させ、これにより、横架材の縦孔内にて拡開スリーブを拡開させて縦孔の内面に押し付け、拡開した拡開スリーブを介して横架材及び支柱を水平方向に互いに拘束する。
一方、横架材支持体との間に隙間が発生した場合には、支柱の伸長操作により拡開スリーブの先端から逆テーパヘッドを抜け出させることで拡開スリーブの拡開を解除し、これにより、支持体の高さ位置を再調整可能にする
具体的には、支柱は先端部を有するアッパ螺子ロッドを含み、支持体は、アッパ螺子ロッドに沿って移動自在で横架材を支持する受け部と、アッパ螺子ロッドに螺合され、横架部材との間にて受け部を挟み込み、受け部の位置を固定する受けナットとを含み、拡開スリーブは受け部とともに合成樹脂からなり、受け部から一体に延びている(請求項2)。
According to the steel bundle of claim 1 described above, the horizontal member is supported by the support by adjusting the height position of the support by the expansion and contraction operation of the column, and the support of the horizontal member by the support is supported. While maintaining, the reverse taper head is entered into the tip of the expansion sleeve by the contraction operation of the support column, thereby expanding the expansion sleeve in the vertical hole of the horizontal member and pressing it against the inner surface of the vertical hole, The horizontal member and the support column are constrained to each other in the horizontal direction via the expanded sleeve.
On the other hand, if a gap is generated between the horizontal support and the horizontal support, the expansion of the expansion sleeve is released by removing the reverse taper head from the end of the expansion sleeve by the extension operation of the column. The height of the support can be readjusted .
Specifically, the support column includes an upper screw rod having a distal end portion, and the support body is movable along the upper screw rod and supports a horizontal member, and the support member is screwed to the upper screw rod to be horizontally mounted. The expansion sleeve includes a receiving nut that sandwiches the receiving portion between the member and fixes the position of the receiving portion, and the expansion sleeve is made of synthetic resin together with the receiving portion, and extends integrally from the receiving portion.

請求項2の鋼製束の場合、受け部及び拡開スリーブが一体であるので、受け部の位置決めと同時に拡開スリーブを縦孔内に配置可能となる。
好ましくは、拡開スリーブはその周方向に間隔を存して形成され、先端から延びる複数の割溝を有する(請求項3)。この場合、拡開スリーブは割溝間にて形成される拡開片を有し、これら拡開片はその根元から拡開することで、縦孔の内面に押し付けられる。
In the case of the steel bundle of claim 2, since the receiving portion and the expanding sleeve are integrated, the expanding sleeve can be disposed in the vertical hole simultaneously with positioning of the receiving portion.
Preferably, the expansion sleeve has a plurality of split grooves formed at intervals in the circumferential direction and extending from the tip. In this case, the expanding sleeve has expanding pieces formed between the split grooves, and these expanding pieces are pressed against the inner surface of the vertical hole by expanding from the root.

更に、受け部は横架材の幅よりも小径の円形であるのが好ましく(請求項4)、この場合、受け部は横架材の下面に片当たりすることが少なく、横架材の安定した支持を保証する。
更にまた、支柱はターンバックル型であってもよく(請求項5)、この場合、支柱の長さ調整を速やかに行うことができる。
Furthermore, it is preferable that the receiving part is a circle having a smaller diameter than the width of the horizontal member (Claim 4), and in this case, the receiving part rarely hits the lower surface of the horizontal member, and the stability of the horizontal member is reduced. Assured support.
Furthermore, the support column may be a turnbuckle type (Claim 5). In this case, the length of the support column can be quickly adjusted.

請求項1−5の鋼製束は、その拡開スリーブが横架材の縦孔内に支柱の先端部とともに配置されるので、横架材に縦孔以外の孔を用意する必要はなく、横架材の前処理加工が容易となる。そして、鋼製束の設置(再設値)が支持体の位置調整や、支柱の伸縮操作による拡開スリーブの拡開及び拡開解除でもって可能であるから、その設置(再設値)を容易に行うことができる。 In the steel bundle according to claim 1-5, since the expanding sleeve is arranged together with the front end portion of the support in the vertical hole of the horizontal member, it is not necessary to prepare a hole other than the vertical hole in the horizontal member, pretreatment process of horizontal members is that easy and Do. And since installation (reinstallation value) of steel bundles is possible by adjusting the position of the support and expanding and releasing the expansion sleeve by expanding and contracting the support , the installation (reinstallation value) It can be done easily.

一実施例の鋼製束を示した縦断面図である。It is the longitudinal cross-sectional view which showed the steel bundle of one Example. 図1の基盤を示す平面図である。It is a top view which shows the base | substrate of FIG. 図1の大引受けを示し、(a)は一部破断して示す側面図、(b)は端面図である。1 is a side view showing a partially undercut of FIG. 1, (a) is a partially broken view, and (b) is an end view. 変形例の鋼製束をその支柱の一部を破断して示す側面図である。It is a side view which fractures | ruptures a part of the support | pillar and shows the steel bundle of a modification.

図1に示す一実施例の鋼製束10は木造の建築物に使用される。具体的には、鋼製束10は建築物におけるコンクリート製の基礎Aと大引Bとの間に配置され、大引Bは鋼製束10を介して基礎Aに支持される。
以下、鋼製束10について詳述する。
鋼製束10は、例えば円形の基盤12を備え、この基盤12は基礎A上に固定可能である。具体的には、図2から明らかなように基盤12には複数の大小の孔14が分布して形成されており、これら孔14は基礎Aに対するアンカーボルト(図示しない)の打込みに使用される。つまり、基盤12はアンカーボルトを介して基礎Aに固定可能である。
The steel bundle 10 of one Example shown in FIG. 1 is used for a wooden building. Specifically, the steel bundle 10 is disposed between a concrete foundation A and a large drawing B in a building, and the large drawing B is supported by the foundation A through the steel bundle 10.
Hereinafter, the steel bundle 10 will be described in detail.
The steel bundle 10 includes, for example, a circular base 12, and the base 12 can be fixed on the base A. Specifically, as is apparent from FIG. 2, a plurality of large and small holes 14 are formed in the base 12 in a distributed manner, and these holes 14 are used for driving anchor bolts (not shown) into the base A. . That is, the base 12 can be fixed to the base A via the anchor bolt.

図1に示されるように、基盤12からはターンバックル型の支柱16が立設され、この支柱16は上下に伸縮可能である。支柱16の上端部は大引Bの縦孔Cに下方から挿入されている。なお、縦孔Cは大引Bに予め加工され、大引Bを上下方向に貫通している。
詳しくは、支柱16はロア螺子ロッド18を有する。このロア螺子ロッド18は基盤12から上方に向け、所定の長さに亘って延び、その外周面が左螺子20として形成されている。ロア螺子ロッド18の上端部は連結パイプ22の下部領域に同心的に囲繞され、この連結パイプ22の下部領域はテーパ部を経て縮径された下端を有し、この下端に角ナット24を有する。この角ナット24は連結パイプ22に一体に溶接され、ロア螺子ロッド18、即ち、左螺子20に螺合されている。
As shown in FIG. 1, a turnbuckle-type column 16 is erected from the base 12, and this column 16 can be expanded and contracted vertically. The upper end portion of the column 16 is inserted into the vertical hole C of the large pull B from below. In addition, the vertical hole C is previously processed into the large drawing B, and penetrates the large drawing B in the vertical direction.
Specifically, the support column 16 has a lower screw rod 18. The lower screw rod 18 extends upward from the base 12 over a predetermined length, and an outer peripheral surface thereof is formed as a left screw 20. An upper end portion of the lower screw rod 18 is concentrically surrounded by a lower region of the connection pipe 22, and a lower region of the connection pipe 22 has a lower end that is reduced in diameter through a taper portion, and a square nut 24 is provided at the lower end. . The square nut 24 is integrally welded to the connecting pipe 22 and is screwed to the lower screw rod 18, that is, the left screw 20.

一方、連結パイプ22の上部領域はアッパ螺子ロッド26を同心的に囲繞しており、このアッパ螺子ロッド26はロア螺子ロッド18と同軸上に位置付けられ、その外周面が右螺子28として形成されている。また、連結パイプ22の上部領域はテーパ部を経て縮径された上端を有し、この上端に角ナット30を有する。この角ロット30は連結パイプ22の上端に一体に溶接され、アッパ螺子ロッド26、即ち、右螺子28に螺合されている。   On the other hand, the upper region of the connecting pipe 22 concentrically surrounds the upper screw rod 26. The upper screw rod 26 is positioned coaxially with the lower screw rod 18, and its outer peripheral surface is formed as a right screw 28. Yes. Further, the upper region of the connecting pipe 22 has an upper end which is reduced in diameter through a tapered portion, and a square nut 30 is provided at the upper end. The square lot 30 is integrally welded to the upper end of the connecting pipe 22 and is screwed to the upper screw rod 26, that is, the right screw 28.

なお、連結パイプ22の外周面にはその上下にハンドルレバー(図示しない)が取り付けられ、これらハンドルレバーは連結パイプ22から水平方向に突出し、連結パイプ22の回転操作に使用される。
図1から明らかなように、アッパ螺子ロッド26は連結パイプ22から上方に更に延び、アッパ螺子ロッド26の上端部が大引Bの縦孔C内に遊びを存して挿入されている。また、アッパ螺子ロッド26はその上端に逆テーパヘッド32を有し、この逆テーパヘッド32はその外周面に下方に向けて先細のテーパ面を有する。つまり、逆テーパヘッド32は、縦孔Cの内径よりも若干小さい上端と、アッパ螺子ロッド26と同一の外径の下端とを有する。
Note that handle levers (not shown) are attached to the outer peripheral surface of the connection pipe 22 above and below, and these handle levers protrude from the connection pipe 22 in the horizontal direction and are used for rotating the connection pipe 22.
As apparent from FIG. 1, the upper screw rod 26 further extends upward from the connecting pipe 22, and the upper end portion of the upper screw rod 26 is inserted into the vertical hole C of the large pull B with some play. Further, the upper screw rod 26 has a reverse taper head 32 at its upper end, and this reverse taper head 32 has a tapered surface tapered downward on the outer peripheral surface thereof. That is, the reverse taper head 32 has an upper end slightly smaller than the inner diameter of the vertical hole C and a lower end having the same outer diameter as the upper screw rod 26.

アッパ螺子ロッド26の上端部には弾性変形可能な合成樹脂製の大引受け34が備えられている。詳しくは、大引受け34はその中央に貫通孔36を有し、この貫通孔36の内径はアッパ螺子ロッド26の外径にほぼ等しい。つまり、大引受け34は貫通孔36にアッパ螺子ロッド26を貫通させることで、アッパ螺子ロッド26に取り付けられている。
大引受け34の下端部は円形の受け部38に形成され、この受け部38は、大引Bの縦孔Cよりも大径で且つ大引Bの幅よりも小さい外径を有し、大引Bをその下方から支持可能である。
At the upper end of the upper screw rod 26, there is provided a large receiving 34 made of a synthetic resin that can be elastically deformed. Specifically, the large receiver 34 has a through hole 36 at the center thereof, and the inner diameter of the through hole 36 is substantially equal to the outer diameter of the upper screw rod 26. That is, the large receiver 34 is attached to the upper screw rod 26 by passing the upper screw rod 26 through the through hole 36.
The lower end portion of the large pull receiving 34 is formed in a circular receiving portion 38, and this receiving portion 38 has an outer diameter larger than the vertical hole C of the large pull B and smaller than the width of the large pull B, and has a large diameter. The pull B can be supported from below.

そして、大引受け34は受け部38よりも小径の拡開スリーブ40を有し、この拡開スリーブ40は受け部38から上方に向けて所定の長さに亘って延び、縦孔Cの内面とアッパ螺子ロッド26の外周面(右螺子28)との間の環状ギャップを埋めるスペーサの働きをなす。つまり、拡開スリーブ40は環状ギャップに等しい厚みを有し、その外径は縦孔Cの内径に等しく、また、その長さは大引Bの高さの約半分程度である。   The large receiver 34 has an expanding sleeve 40 having a diameter smaller than that of the receiving portion 38. The expanding sleeve 40 extends upward from the receiving portion 38 over a predetermined length, and is connected to the inner surface of the vertical hole C. It functions as a spacer that fills an annular gap between the outer screw rod 26 and the outer peripheral surface (right screw 28). That is, the expanding sleeve 40 has a thickness equal to the annular gap, its outer diameter is equal to the inner diameter of the vertical hole C, and its length is about half of the height of the large pull B.

詳しくは、図3(a),(b)から明らかなように、拡開スリーブ40はその上端部に複数の割溝42を有し、これら割溝42は拡開スリーブ40の周方向に等間隔を存して配置され、拡開スリーブ40の上端から受け部38に向け、所定の長さに亘って延びている。このような割溝42は拡開スリーブ40の上端部に複数の拡開片44を形成し、これら拡開片44は割溝42間に位置付けられ、その根元から拡開スリーブ40の径方向外側に向けて拡開するように弾性変形可能である。なお、拡開片44の上端には丸みが付けられている。   Specifically, as is clear from FIGS. 3A and 3B, the expanding sleeve 40 has a plurality of split grooves 42 at the upper end thereof, and these split grooves 42 are arranged in the circumferential direction of the expanding sleeve 40. It arrange | positions at intervals and it extends over the predetermined | prescribed length toward the receiving part 38 from the upper end of the expansion sleeve 40. FIG. Such a dividing groove 42 forms a plurality of expanding pieces 44 at the upper end portion of the expanding sleeve 40, and these expanding pieces 44 are positioned between the dividing grooves 42, and the radially outer side of the expanding sleeve 40 from the root thereof. It can be elastically deformed so as to expand toward. The upper end of the spread piece 44 is rounded.

更に、アッパ螺子ロッド26には大引受け34と連結パイプ22との間に受けナット46が取り付けられており、この受けナット46はアッパ螺子ロッド26の右螺子28に螺合し、その回転によりアッパ螺子ロッド26に沿って昇降可能である。
上述した一実施例の鋼製束10によれば、連結パイプ22を回転させるだけで、連結パイプ22からのロア螺子ロッド18及びアッパ螺子ロッド26の突出長さは連動して伸長又は収縮し、支柱16の長さが基礎Aからの大引Bの高さ位置に合わせて容易に調整可能である。
Further, a receiving nut 46 is attached to the upper screw rod 26 between the large receiving 34 and the connecting pipe 22, and this receiving nut 46 is screwed into the right screw 28 of the upper screw rod 26, and the upper nut is rotated by the rotation. It can be moved up and down along the screw rod 26.
According to the steel bundle 10 of the above-described embodiment, the projecting lengths of the lower screw rod 18 and the upper screw rod 26 from the connection pipe 22 extend or contract in conjunction with each other only by rotating the connection pipe 22. The length of the column 16 can be easily adjusted in accordance with the height position of the large pull B from the foundation A.

それ故、図1に示されるように基礎A上に立設された鋼製束10はそのアッパ螺子ロッド26の上端部とともに大引受け34の拡開スリーブ40が大引Bの縦孔C内に完全に挿入され、この状態で、大引受け34の受け部38の直下に受けナット46が位置付けられ、受け部38は大引Bと受けナット46との間に挟み付けられる。即ち、大引Bは、大引受け34の受け部38及び受けナット46を介して支柱16に支持され、これら受部38及び受けナット46は大引Bのための支持体を構成する。   Therefore, as shown in FIG. 1, the steel bundle 10 erected on the foundation A has the upper sleeve rod 26 and the expansion sleeve 40 of the large receiver 34 in the vertical hole C of the large pull B. In this state, the receiving nut 46 is positioned directly below the receiving portion 38 of the large receiver 34, and the receiving portion 38 is sandwiched between the large pull B and the receiving nut 46. That is, the large pull B is supported by the support column 16 via the receiving portion 38 and the receiving nut 46 of the large pull receiving 34, and the receiving portion 38 and the receiving nut 46 constitute a support for the large pull B.

この後、受けナット46の回転を阻止し、大引Bと受けナット46との間に大引受け34の受け部38を挟み付けた状態で、支柱16の連結パイプ22を支柱16の長さが短縮する方向に回転させれば、大引受け34に対してアッパ螺子ロッド26が下降する。それ故、アッパ螺子ロッド26の逆テーパヘッド32は拡開スリーブ40の上端部内に進入して拡開スリーブ40の拡開片44を拡開させ、拡開した拡開片44が大引Bにおける縦孔Cの内面を押し付けられる。この結果、大引B及び大引受け34は水平方向に互いに拘束され、支柱16に対する大引Bの水平方向の変位を阻止する。   Thereafter, the rotation of the receiving nut 46 is prevented, and the connecting pipe 22 of the column 16 is connected to the column 16 with the length of the column 16 in a state where the receiving portion 38 of the large receiving member 34 is sandwiched between the large drawing B and the receiving nut 46. When rotating in the shortening direction, the upper screw rod 26 descends with respect to the large receiver 34. Therefore, the reverse taper head 32 of the upper screw rod 26 enters the upper end portion of the expansion sleeve 40 to expand the expansion piece 44 of the expansion sleeve 40, and the expanded expansion piece 44 is in the large pull B. The inner surface of the vertical hole C is pressed. As a result, the large drawing B and the large receiving 34 are constrained to each other in the horizontal direction and prevent the horizontal displacement of the large drawing B with respect to the support column 16.

一方、大引Bの木痩せに起因し、大引受け34の受け部38と大引Bとの間に隙間が発生した場合には、支柱16を一旦伸長させて前述の拘束を解除した後、その隙間の分だけ大引受け34を上昇させ、そして、拡開スリーブ40の再拡開により大引B及び大引受け34を同様にして再拘束することで、大引受け34はその受け部38を介して大引Bを支持可能となる。   On the other hand, when a gap is generated between the receiving portion 38 of the large receiving 34 and the large drawing B due to the thinning of the large drawing B, the strut 16 is temporarily extended to release the above-mentioned constraint, The large receiver 34 is lifted by the gap, and the large sleeve 34 and the large receiver 34 are similarly re-constrained by the re-expansion of the expansion sleeve 40, so that the large receiver 34 passes through the receiving portion 38. Can be supported.

以上の説明から明らかなように一実施例の鋼製束10は前述した拘束にドリフトピンを使用しないので、大引Bにドリフトピンのための横孔を形成する必要はなく、大引Bの前処理加工は容易となる。
また、支柱16の長さ調整や拡開スリーブ40の拡開を伴う鋼製束10の設置や、大引Bの木痩せに起因した鋼製束10の設置調整は何れも、鋼製束10に対して大引Bの下方からのアクセスだけで可能であるから、設置及び設置調整は頗る容易且つ簡単なものとなる。
As is clear from the above description, the steel bundle 10 of one embodiment does not use a drift pin for the restraint described above, so it is not necessary to form a lateral hole for the drift pin in the large pull B. Pretreatment processing becomes easy.
Further, the installation of the steel bundle 10 accompanied by the length adjustment of the support column 16 and the expansion of the expansion sleeve 40 and the installation adjustment of the steel bundle 10 due to the thinning of the large pull B are both performed by the steel bundle 10. On the other hand, since it is possible only by access from the lower side of the large fork B, installation and installation adjustment are easy and simple.

更に、前述した拡開片44の上端には丸みが付けられているので、拡開スリーブ40内への逆テーパヘッド32の進入時、拡開片44の上端が逆テーパヘッド32のテーパ面や縦孔Cの内面に噛み込んでしまうようなこともなく、前述の設置及び設置調整を安定して実施可能となる。
また、大引受け34の受け部38は大引Bの幅よりも小さい径を有しているので、大引Bの下面に片当たりすることが少なく、大引Bを安定して支持することができる。
Further, since the upper end of the above-mentioned expanding piece 44 is rounded, when the reverse taper head 32 enters the expanding sleeve 40, the upper end of the expanding piece 44 is not the tapered surface of the reverse taper head 32 or the like. The above installation and installation adjustment can be performed stably without being caught in the inner surface of the vertical hole C.
Further, since the receiving portion 38 of the large pull 34 has a diameter smaller than the width of the large pull B, it is less likely to hit the lower surface of the large pull B, and the large pull B can be supported stably. it can.

本発明は上述の一実施例に制約されるものではなく、種々の変形が可能である。
例えば、図4に示す鋼製束10は支柱16の構成のみが一実施例とは異なる。それ故、図4中、一実施例と同一の機能をなす部材及び部位には同一の参照符号を付して、その説明を省略し、相違する点のみを以下に説明する。
支柱16は連結パイプ22に代えて支持パイプ48を備えている。この支持パイプ48は基盤12から直接に立設され、その上部は連結パイプ22の上下と同様な構成を有する。支持パイプ48の上端、つまり、その角ナット30からはアッパ螺子ロッド26が上方に向けて延び、このアッパ螺子ロッド26には受けナット46の下方に調節ナット50が取り付けられている。この調節ナット50はアッパ螺子ロッド26に溶接され、アッパ螺子ロッド26と一体に回転する。
The present invention is not limited to the above-described embodiment, and various modifications can be made.
For example, the steel bundle 10 shown in FIG. 4 differs from the embodiment only in the configuration of the support 16. Therefore, in FIG. 4, members and parts having the same functions as those in the embodiment are denoted by the same reference numerals, description thereof is omitted, and only differences are described below.
The support column 16 includes a support pipe 48 instead of the connection pipe 22. The support pipe 48 is erected directly from the base 12, and the upper part thereof has the same configuration as the upper and lower sides of the connection pipe 22. The upper screw rod 26 extends upward from the upper end of the support pipe 48, that is, the square nut 30, and an adjustment nut 50 is attached to the upper screw rod 26 below the receiving nut 46. The adjustment nut 50 is welded to the upper screw rod 26 and rotates integrally with the upper screw rod 26.

それ故、アッパ螺子ロッド26は調節ナット50を介して回転されることで、その回転方向に従い、支持パイプ48からの突出長さ、即ち、支柱16の長さが調節される。   Therefore, when the upper screw rod 26 is rotated via the adjusting nut 50, the protruding length from the support pipe 48, that is, the length of the column 16 is adjusted according to the rotation direction.

12 基盤
16 支柱
18 ロア螺子ロッド
22 連結パイプ
24,30 角ナット
26 アッパ螺子ロッド
32 逆テーパヘッド
34 大引受け
38 受け部(支持体)
40 拡開スリーブ
42 割溝
46 受けナット(支持体)
A 基礎
B 大引(横架材)
C 縦孔
12 base 16 support 18 lower screw rod 22 connecting pipe 24, 30 square nut 26 upper screw rod 32 reverse taper head 34 large receiving 38 receiving part (support)
40 Expanding sleeve 42 Split groove 46 Receiving nut (support)
A Foundation B Daihiki (Horizontal material)
C Vertical hole

Claims (5)

木造建築物の基礎と縦孔を有する横架材との間に配置され、前記横架材を支持する鋼製束において、
前記基礎上に固定される基盤と、
前記基盤から延び、前記横架材の前記縦孔内に挿入されるべき先端部を有し且つ側方からの回転操作により前記基盤から先端までの長さを伸縮可能とした支柱と、
前記支柱に前記先端部よりも前記基盤側に位置し且つ前記基盤からの距離を調整可能にして設けられ、前記横架材を下方から支持可能な支持体と、
前記支持体から前記支柱の前記先端部を囲繞して延び、前記先端部とともに前記縦孔内に配置され且つ径方向外側に向けて拡開可能な拡開スリーブと、
前記支柱の先端から突設され、前記縦孔内に挿入可能な大きさを有する一方、前記支柱の先端に向けて先細をなし、前記支柱の収縮により前記拡開スリーブの先端内に進入されることで前記拡開スリーブを拡開させ、逆に、前記支柱の伸長により前記拡開スリーブの先端から抜け出ることで前記拡開スリーブの拡開を解除可能な逆テーパヘッドと
を具備したことを特徴とする鋼製束。
In a steel bundle disposed between a foundation of a wooden building and a horizontal member having a vertical hole, and supporting the horizontal member,
A base fixed on the base;
A column extending from the base, having a tip portion to be inserted into the vertical hole of the horizontal member, and capable of expanding and contracting the length from the base to the tip by a rotation operation from the side ;
A support body that is located on the base side of the support column from the front end and that is adjustable in distance from the base, and that can support the horizontal member from below;
An expanding sleeve extending from the support body so as to surround the distal end portion of the support column, being disposed in the longitudinal hole together with the distal end portion, and capable of expanding outward in the radial direction;
Projecting from the distal end of the strut, the one having an insertable size in the longitudinal bore, without the tapered toward the tip of the strut, Ru is advanced into the distal end of the expansion sleeve by contraction of the strut And a reverse taper head capable of releasing the expansion sleeve by releasing the tip of the expansion sleeve by extension of the support column. Steel bundle.
前記支柱は、前記先端部を有するアッパ螺子ロッドを含み、
前記支持体は、前記アッパ螺子ロッドに沿って移動自在で横架材を支持する受け部と、前記アッパ螺子ロッドに螺合され、前記横架部材との間にて前記受け部を挟み込み、前記受け部の位置を固定する受けナットとを含み、
前記拡開スリーブは前記受け部とともに合成樹脂からなり、前記受け部から一体に延びていることを特徴とする請求項1に記載の鋼製束。
The strut includes an upper screw rod having the tip.
The support body is movable along the upper screw rod and supports a horizontal member, and is screwed to the upper screw rod, and the support member is sandwiched between the horizontal member and the support member. Including a receiving nut for fixing the position of the receiving portion,
The steel bundle according to claim 1, wherein the expansion sleeve is made of a synthetic resin together with the receiving portion, and extends integrally from the receiving portion.
前記拡開スリーブはその周方向に間隔を存して形成され、先端から延びる複数の割溝を有することを特徴とする請求項1又は2に記載の鋼製束。   3. The steel bundle according to claim 1, wherein the expansion sleeve has a plurality of split grooves that are formed at intervals in the circumferential direction and extend from the tip. 前記受け部は前記横架材の幅よりも小径の円形をなしていることを特徴とする請求項2又は3に記載の鋼製束。   The steel bundle according to claim 2 or 3, wherein the receiving portion has a circular shape having a smaller diameter than the width of the horizontal member. 前記支柱はターンバックル型であることを特徴とする請求項1〜4の何れかに記載の鋼製束。   The steel bundle according to any one of claims 1 to 4, wherein the column is a turnbuckle type.
JP2010262388A 2010-11-25 2010-11-25 Steel bundle Expired - Fee Related JP5567992B2 (en)

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