JP2005060998A - Supporting device for wooden building and construction method for wooden building by use of supporting device - Google Patents

Supporting device for wooden building and construction method for wooden building by use of supporting device Download PDF

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JP2005060998A
JP2005060998A JP2003291047A JP2003291047A JP2005060998A JP 2005060998 A JP2005060998 A JP 2005060998A JP 2003291047 A JP2003291047 A JP 2003291047A JP 2003291047 A JP2003291047 A JP 2003291047A JP 2005060998 A JP2005060998 A JP 2005060998A
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plate
base
wooden building
holder plate
slider
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JP3769557B2 (en
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Fujio Itagaki
富士男 板垣
Atsushi Itagaki
淳 板垣
Jo Cho
茹 張
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TAMA ENGINEERING KK
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TAMA ENGINEERING KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a supporting device for a wooden building capable of dispensing with welding at site to obtain sufficient structural strength, correcting error accurately even if there is error in placing position and an angle of a foundation pile, and supporting a structure stably and to provide a construction method for the wooden building by means of the supporting device. <P>SOLUTION: A holder plate 3 supported through an inclination degree adjusting mechanism 2 is provided on a base plate 1. A slider mechanism 4 provided with a slide plate 26 capable of adjusting a position in the longitudinal direction of a sill 16 to be supported is provided on an upper face of the holder plate. Anchor bolts 27, 28 for fixing the sill are erected on the slide plate. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は一般住宅などの木造建築物を基礎杭上に支持するための装置に関し、より詳しくは木造建築物の土台を正確な位置に支持するための装置に関する。   The present invention relates to an apparatus for supporting a wooden building such as a general house on a foundation pile, and more particularly to an apparatus for supporting a base of a wooden building at an accurate position.

地盤の軟弱な土地に建設される住宅などの木造建築物は、建築物が不等沈下を生じないように地盤中に打設した基礎杭上に支持プレートを設け、この支持プレート上に直接土台を取り付ける構造のものがある。   For wooden structures such as houses built on soft ground, a support plate is installed on the foundation pile placed in the ground so that the building does not cause uneven settlement, and the foundation is directly on this support plate. There is a structure to attach.

前記基礎杭は、ガラと呼ばれる地盤中の岩石等の障害物があると設計上の正確な位置に打ち込むことができず、打設位置に10〜20cm程度の誤差が生じることは往々にしてあり、また杭が鉛直に打ち込まれず傾いている場合もあり、このような打設位置の誤差や杭の傾斜が生じたままで建築物の施工を行なうと、設計どおりの強度が得られない。   If there is an obstacle such as a rock in the ground called the gala, the foundation pile cannot be driven into the exact position in the design, and an error of about 10 to 20 cm often occurs in the placement position. In addition, the pile may not be driven vertically but may be inclined, and if the construction is performed with such an error in the placement position or the inclination of the pile, the strength as designed cannot be obtained.

従来は杭を打設した後、打設した杭の上端を水平にカットして杭の上端位置と傾斜の補正を行ない、この杭の上端に支持プレートを、その前後左右の位置が設計上の正確な位置となるように現場溶接している。   Conventionally, after placing a pile, the top end of the pile is cut horizontally to correct the top position and inclination of the pile. Field welding is performed to ensure an accurate position.

しかし、基礎杭の上端部を上端面が所要の高さかつ水平となるように正確に切断する作業は基礎杭を打設した後に現場で行なわなければならないので、正確に行うのが困難である。   However, it is difficult to accurately perform the work of accurately cutting the upper end of the foundation pile so that the upper end surface is at the required height and level, since the work must be performed after the foundation pile has been placed. .

また、基礎杭に対する支持プレートの溶接は現場で行なわなければならず、溶接の精度は現場の天候に左右されるので、安定した溶接精度を得ることが困難であり、しかも熟練した溶接技術者が現場に出向いて作業を行なう必要があり、作業コストも嵩むという問題もある。   In addition, welding of the support plate to the foundation pile must be performed on site, and the accuracy of welding depends on the weather at the site, so it is difficult to obtain stable welding accuracy, and skilled welding engineers There is also a problem that it is necessary to go to the work site and perform work, and the work cost increases.

なお、出願人はH形鋼等の鋼材による構造物を支持するための装置を先に開発し、特許出願済み(特願2003−175241)である。   The applicant has previously developed a device for supporting a structure made of a steel material such as H-shaped steel and has applied for a patent (Japanese Patent Application No. 2003-175241).

本発明は、現場での溶接を行う必要がなくて充分な構造強度を得ることができ、しかも基礎杭の打設位置や角度に誤差があっても正確に修正することができ、構造物を安定して支持することができる木造建築物用の支持装置および同支持装置による木造建築物の施工方法を提供することを課題とする。   The present invention does not require on-site welding and can provide sufficient structural strength, and can be corrected accurately even if there is an error in the placement position or angle of the foundation pile. It is an object of the present invention to provide a support device for a wooden building that can be stably supported and a method for constructing a wooden building using the support device.

上記目的を達成するために、本発明の請求項1に係る支持装置は、ベース板上に傾度調節機構を介して支持されるホルダ板を備え、このホルダ板上面に、支持しようとする土台の長手方向に位置調節が可能なスライド板を備えるスライダ機構を設け、上記スライド板に前記土台固定用のアンカーボルトを立設した構成のものとしてある。   In order to achieve the above object, a support device according to claim 1 of the present invention includes a holder plate supported on a base plate via an inclination adjusting mechanism, and a base plate to be supported is supported on the upper surface of the holder plate. A slider mechanism provided with a slide plate whose position can be adjusted in the longitudinal direction is provided, and the anchor bolt for fixing the base is erected on the slide plate.

本発明の請求項2に係る支持装置は、前記スライダ機構を、前記土台の長手方向と直交する方向に位置調節できるように前記ホルダ板上面に取り付けた構成のものとしてある。   The support device according to claim 2 of the present invention is configured such that the slider mechanism is attached to the upper surface of the holder plate so that the position of the slider mechanism can be adjusted in a direction orthogonal to the longitudinal direction of the base.

本発明の請求項3に係る支持装置は、前記傾度調節機構を、前記ベース板とホルダ板間を接続するボールジョイントで構成したものとしてある。   In the support device according to claim 3 of the present invention, the inclination adjusting mechanism is constituted by a ball joint connecting the base plate and the holder plate.

本発明の請求項4に係る支持装置は、前記ベース板にボールソケットを固定したボールジョイントの軸先端に端板を設けるとともに、前記ホルダ板の下面に上記端板をスライド可能に案内して位置決めできるガイド機構を設けた構成のものとしてある。   According to a fourth aspect of the present invention, an end plate is provided at the tip of a ball joint having a ball socket fixed to the base plate, and the end plate is slidably guided and positioned on the lower surface of the holder plate. The guide mechanism can be provided.

本発明の請求項5に係る支持装置は、前記ベース板の下面に、任意の長さに伸縮可能な上下調節機構を設けた構成のものとしてある。   The support device according to claim 5 of the present invention has a configuration in which a vertical adjustment mechanism that can be expanded and contracted to an arbitrary length is provided on the lower surface of the base plate.

本発明の請求項6に係る支持装置は、前記上下調節機構を、内周面に巻き方向が互い異なる雌ねじが形成された上下の雌ねじ筒と、これらの雌ねじ筒の各雌ねじに螺合する互いに巻き方向が異なる上下の雄ねじが外周面に形成された雄ねじ体とを備え、この雄ねじ体の外周面における前記上下の雄ねじ間に雄ねじ体を正逆回転させるための回転操作部を有し、この回転操作部を正逆回転させることによって上下の雌ねじ筒が離間または接近して上下方向に伸縮される構成のものとしてある。   According to a sixth aspect of the present invention, there is provided the support device according to the sixth aspect of the present invention, wherein the upper and lower adjustment mechanisms are screwed into upper and lower female screw cylinders having internal threads formed in different winding directions, and the female screws of these female screw cylinders. And a male screw body formed on the outer peripheral surface of the upper and lower male screws having different winding directions, and having a rotation operation part for rotating the male screw body forward and backward between the upper and lower male screws on the outer peripheral surface of the male screw body. By rotating the rotation operation part forward and backward, the upper and lower female screw cylinders are separated or approached to expand and contract in the vertical direction.

また、本発明に係る施工方法は、地盤に打設された基礎杭の上端に、ベース板上に傾度調節機構を介して支持されるホルダ板を備え、このホルダ板上面に、支持しようとする土台の長手方向に位置調節が可能なスライド板を備えるスライダ機構を設け、上記スライド板に前記土台固定用のアンカーボルトを立設してなる支持装置の前記ベース板を固定し、前記傾度調節機構によって前記ホルダ板の水平調整を行ない、次いでスライダ機構の位置調節を行なってから同スライダ機構のスライド板の位置を調節し、前記アンカーボルトに、予め土台にあけたアンカーボルト挿通用の孔を嵌めて前記スライダ機構上に土台を載せ、アンカーボルトの土台上に突出した部分にナットを螺合せしめて土台を固定する構成としてある。   Moreover, the construction method according to the present invention includes a holder plate supported on the base plate through a tilt adjusting mechanism at the upper end of the foundation pile placed on the ground, and intends to support the upper surface of the holder plate. Provided with a slider mechanism having a slide plate capable of adjusting the position in the longitudinal direction of the base, and fixing the base plate of the support device in which the anchor bolt for fixing the base is erected on the slide plate, and the inclination adjusting mechanism The holder plate is horizontally adjusted by adjusting the position of the slider mechanism, and then the position of the slide plate of the slider mechanism is adjusted, and a hole for inserting an anchor bolt that has been previously drilled in the base is fitted into the anchor bolt. Then, the base is placed on the slider mechanism, and the base is fixed by screwing a nut into a portion protruding on the base of the anchor bolt.

以下、本発明に係る支持装置の実施例を添付図面に示す具体例に基づいて詳細に説明する。
本実施例の支持装置は、ベース板1上に傾度調節機構たるボールジョイント2を介してホルダ板3を備えていて、このホルダ板3上面にスライダ機構4を設けてあり、このスライダ機構については後述する。
Embodiments of the support device according to the present invention will be described below in detail based on specific examples shown in the accompanying drawings.
The support device of this embodiment includes a holder plate 3 on a base plate 1 via a ball joint 2 that is a tilt adjusting mechanism, and a slider mechanism 4 is provided on the upper surface of the holder plate 3. It will be described later.

また、前記ベース板1の下面には上下調節機構5を設けてあり、この上下調節機構の外側面とベース板の下面間には補強用のブラケット6を設けてある。   In addition, a vertical adjustment mechanism 5 is provided on the lower surface of the base plate 1, and a reinforcing bracket 6 is provided between the outer surface of the vertical adjustment mechanism and the lower surface of the base plate.

前記上下調節機構5は、内周面に雌ねじ部7a、8aをそれぞれ形成した上下の雌ねじ筒7、8と、上下の雄ねじ部9a、9b間に回転操作部9cを有する筒体よりなる雄ねじ体9を備え、また、回転操作部9cと上下の雌ねじ筒7、8間にロックナット10、10を設けてある。   The vertical adjustment mechanism 5 has a male screw body composed of upper and lower female screw cylinders 7 and 8 having female screw parts 7a and 8a formed on the inner peripheral surface, and a cylinder having a rotation operation part 9c between the upper and lower male screw parts 9a and 9b. 9, and lock nuts 10 and 10 are provided between the rotation operation portion 9 c and the upper and lower female screw cylinders 7 and 8.

上下の雌ねじ筒7、8における各雌ねじ部7a、8aは互いにねじ条の巻き方向が逆向きになっており、かつ雄ねじ体における上下の雄ねじ部9a、9bも互いにねじ条の巻き方向が逆向きになっていて、回転操作部を正逆回転させることによって上下の雌ねじ筒が離間し、または接近して、上下調節機構5全体が伸縮できるようになっている。   The female threaded portions 7a and 8a in the upper and lower female threaded cylinders 7 and 8 have the thread winding directions opposite to each other, and the upper and lower male threaded portions 9a and 9b in the male threaded body have the thread winding directions opposite to each other. Thus, by rotating the rotation operation part forward and backward, the upper and lower female screw cylinders are separated or approached so that the entire vertical adjustment mechanism 5 can be expanded and contracted.

前記回転操作部9cは外周面の横断面形状が六角形状を呈する形状としてあって、前記ロックナット10、10と同じ工具で回すことができるようにしてある。
また、前記各雌ねじ部、雄ねじ部、ロックナットの各ねじ条はいずれも耐荷重性の高い角ねじや台形ねじとする。
なお、前記上側の雌ねじ筒7における上端部寄りの内側には十字状の補強リブ11を設けてある。
The rotation operation portion 9c has a hexagonal cross section on the outer peripheral surface, and can be rotated with the same tool as the lock nuts 10 and 10.
Each thread of the female thread part, male thread part, and lock nut is a square screw or trapezoidal screw with high load resistance.
A cross-shaped reinforcing rib 11 is provided on the inner side near the upper end of the upper female screw cylinder 7.

前記ベース板1上には、前記ボールジョイント2のボールソケット2aを固定してあって、ボール2bから上方に延びる軸2cの先端には端板12が取り付けられている。   A ball socket 2a of the ball joint 2 is fixed on the base plate 1, and an end plate 12 is attached to the tip of a shaft 2c extending upward from the ball 2b.

なお、上記ソケット2aは上下2分割のもので構成されていて、これら上下の部材は下部材内にボール2bを収容した後、上部材を下部材に螺合できるようにしてあって、前記端板12はその後、ロッド先端に溶接する構成となっている。   The socket 2a is divided into two parts, the upper and lower parts, and these upper and lower members are configured so that the upper member can be screwed into the lower member after the ball 2b is accommodated in the lower member. The plate 12 is then configured to be welded to the rod tip.

また、ボールジョイント2は軸2cが鉛直軸線に対して全周方向に6°程度傾斜できるものとするのが好適である。   In addition, it is preferable that the ball joint 2 is configured such that the shaft 2c can be inclined about 6 ° in the entire circumferential direction with respect to the vertical axis.

そして前記端板12は前記ホルダ板3の下面に設けたガイド機構13を介してホルダ板に取り付けられていて、このガイド機構は前記端板12をスライド可能に囲む左右一対の断面L字状のガイドフレーム14、14の両端部に、サイドプレート15、15を備え、サイドプレートに螺合、貫通する調節ボルト15a、15aによってガイド機構に対する端板12の位置を任意に固定できるようになっている。   The end plate 12 is attached to the holder plate via a guide mechanism 13 provided on the lower surface of the holder plate 3, and the guide mechanism has a pair of left and right cross-sections that slidably surround the end plate 12. Side plates 15 and 15 are provided at both ends of the guide frames 14 and 14, and the position of the end plate 12 with respect to the guide mechanism can be arbitrarily fixed by adjusting bolts 15a and 15a that are screwed into and penetrate the side plates. .

また、上述した傾度調節機構の構成においてはボールジョイント2がホルダ板3をフリーに傾斜可能に支持しており、この構成であっても十分に建築物を支持することができるのであるが、本実施例の装置においては、さらに耐震性等の構造物の支持強度を大ならしめるべく、しかも土台16を取り付ける前に予めホルダ板を水平に調節、固定しておくことができるよう、前記ベース板1とホルダ板3間の前後位置および傾斜を正確に設定した状態で強固に固定するための連結部材17、17を設けてある。   Further, in the configuration of the inclination adjusting mechanism described above, the ball joint 2 supports the holder plate 3 so as to be freely tiltable. Even with this configuration, the building can be sufficiently supported. In the apparatus of the embodiment, in order to increase the support strength of the structure such as earthquake resistance, the base plate can be adjusted and fixed in advance before the base 16 is attached. Connection members 17 and 17 are provided for firmly fixing the front and rear positions and inclinations between 1 and the holder plate 3 in a state where the positions and inclinations are accurately set.

具体的には連結部材17を、巻き方向を互いに異にする上下のボルト棒18、18間を、内面に上下のボルト棒の各雄ねじと螺合する雌ねじを有する長さ調節杆19で接続したものとし、その上下のボルト棒をそれぞれホルダ板3の4隅部にあけた長孔20とベース板1の4隅部にあけた孔21、21に貫通せしめてホルダプレートとベース板の各上下からナット22、22で固定する構成としてある。   Specifically, the connecting member 17 is connected between the upper and lower bolt rods 18 and 18 whose winding directions are different from each other by a length adjusting rod 19 having an internal thread that engages with each male screw of the upper and lower bolt rods on the inner surface. It is assumed that the upper and lower bolt rods pass through the long holes 20 formed in the four corners of the holder plate 3 and the holes 21 and 21 formed in the four corners of the base plate 1, respectively. To the nuts 22 and 22.

なお、上記ホルダ板3の連結部材貫通用の孔を長孔20とするのは、前述したガイド機構13によってベース板1に対するホルダ板3の位置が前後に動くからであり、したがって長孔20は前後方向に長い形状のものとしなければならない。   The reason why the hole for penetrating the connecting member of the holder plate 3 is the long hole 20 is that the position of the holder plate 3 relative to the base plate 1 is moved back and forth by the guide mechanism 13 described above. The shape must be long in the front-rear direction.

また、ホルダ板3は前記傾度調節機構によってベース板1に対して角度を調節することができるようになっているので、これらホルダ板とベース板とが平行でなくても連結部材17、17によって確実に固定しなければならないので、ホルダ板およびベース板とナットとの間には傾斜角度を許容する部材を介在せしめる必要があり、例えばホルダ板やベース板に接する側の片面に多数の突起や突条が形成された緩み止めワッシャー23を設けて、突起や突条がホルダ板やベース板を噛み込むように固定するのが好ましい。   Further, since the holder plate 3 can be adjusted in angle with respect to the base plate 1 by the inclination adjusting mechanism, even if the holder plate and the base plate are not parallel, the connecting members 17 and 17 are used. Since it must be securely fixed, it is necessary to interpose a member that allows an inclination angle between the holder plate and the base plate and the nut. For example, a large number of protrusions and It is preferable to provide a locking washer 23 provided with a protrusion and fix the protrusion and protrusion so that the holder plate and the base plate are engaged.

なお、このような突起や突条を有する緩み止めワッシャーに代えて、スプリングワッシャーやゴム製ワッシャーを設ける場合もあり、傾斜角度が大である場合には予め上下面間に勾配を付したワッシャーを設ける場合もある。   Note that a spring washer or a rubber washer may be provided instead of the locking washer having such protrusions and protrusions. If the inclination angle is large, a washer with a gradient between the upper and lower surfaces in advance is provided. Sometimes it is provided.

上述した連結部材は、基礎杭24と土台16の前後位置、左右位置および傾斜を調節した後、ナット22、22を締め、さらに4隅の連結部材における長さ調節杆19を均等に回動させて締め付けるようにする。
なお、連結部材の上下のボルト棒を1本の長尺なボルト棒で構成し、長さ調節杆19を設けない場合もある。
The connecting member described above adjusts the front / rear position, the left / right position and the inclination of the foundation pile 24 and the base 16, and then tightens the nuts 22 and 22, and further turns the length adjusting rods 19 in the connecting members at the four corners evenly. To tighten.
In some cases, the upper and lower bolt rods of the connecting member are constituted by one long bolt rod, and the length adjusting rod 19 is not provided.

しかして、前記スライダ機構4はスライダボックス25内にスライド板26を土台16の長手方向に位置調節可能に備えるものとしてあり、スライダボックス25の頂板25aに長手方向にあけた長孔25bを通して、スライド板26に2本のアンカーボルト27、28を着脱可能に取り付けてある。なお、1本のアンカーボルト27は土台16を保持固定専用であり、他の1本のアンカーボルト28ホールダウン金物(引き寄せ金物)29を固定するために使用する。   Thus, the slider mechanism 4 is provided with a slide plate 26 in the slider box 25 so that the position of the slide plate 26 can be adjusted in the longitudinal direction of the base 16, and slides through a long hole 25b formed in the top plate 25a of the slider box 25 in the longitudinal direction. Two anchor bolts 27 and 28 are detachably attached to the plate 26. One anchor bolt 27 is used for holding and fixing the base 16, and is used to fix another anchor bolt 28 hole down hardware (drawing hardware) 29.

より詳しくは、スライド板にあけた孔30、30の下面側開口まわりにナット31、31を溶接してあって、上記孔を通してアンカーボルトをナットに螺合せしめて固定する構成としてある。   More specifically, nuts 31, 31 are welded around openings on the lower surface side of the holes 30, 30 formed in the slide plate, and anchor bolts are screwed into the nuts and fixed through the holes.

また、スライダボックス25内には、上記ナットよりも高さが大にして、スライダボックスの内側面とナット側面間に嵌るレール32、32を設けてあり、ナットがスライド板とともに移動する際のガイドとナットの下面とボックス内底面との接触防止およびナットとスライド板間の溶接が不充分であった場合のナットのまわり止めを兼ねるようにしてある。   Further, the slider box 25 is provided with rails 32 and 32 which are higher than the nut and fit between the inner surface of the slider box and the side surface of the nut, and guide the nut as it moves together with the slide plate. And the bottom surface of the nut and the bottom surface of the box, and also prevents the nut from rotating when the welding between the nut and the slide plate is insufficient.

さらに、スライダボックス25の端板25c、25cには外側から調節ボルト33、33を螺合、貫通せしめてあり、これら調節ボルトの内端が前記スライド板の側面に当接していて、調節ボルトを回動せしめることによってスライド板の位置を微調整できるようにしてある。   Further, adjustment bolts 33 and 33 are screwed and passed through the end plates 25c and 25c of the slider box 25 from the outside, and the inner ends of these adjustment bolts are in contact with the side surfaces of the slide plate. The position of the slide plate can be finely adjusted by rotating it.

上述したスライダ機構4は前記ホルダ板3に対して、前記土台16と直交する方向に位置調節可能に固定してあり、具体的には、土台の長手方向に並び、かつ土台の長手方向に直交する方向に長い長孔34、34をホルダ板3にあけてあるとともに、前記ホルダボックスの底板25dにあけた孔35の上面側開口まわりにナット36を設けてあって、ホルダ板3の下面側から前記長孔34と孔35を通したボルト37を上記ナット36に螺合せしめて固定してある。なお、上記ナット36はスライダボックス内の前記レール32、32に溶接固定してまわり止めしてある。   The above-described slider mechanism 4 is fixed to the holder plate 3 so that the position of the slider plate 4 can be adjusted in a direction orthogonal to the base 16. Specifically, the slider mechanism 4 is aligned in the longitudinal direction of the base and orthogonal to the longitudinal direction of the base. Long holes 34 are formed in the holder plate 3, and nuts 36 are provided around the openings on the upper surface side of the holes 35 formed in the bottom plate 25d of the holder box. The bolt 37 through the long hole 34 and the hole 35 is screwed to the nut 36 and fixed. The nut 36 is fixed by welding to the rails 32, 32 in the slider box.

したがって、上記ボルト37を緩めるとスライダ機構4は土台と直交する方向に移動可能となり、その位置を微調整してボルトを締めることによってスライダ機構の正確な位置決めを行なうことができるようになっている。   Therefore, when the bolt 37 is loosened, the slider mechanism 4 can move in a direction perpendicular to the base, and the slider mechanism can be accurately positioned by finely adjusting the position and tightening the bolt. .

上述した構成により、ホルダ板3は基礎杭24に対して前後移動可能であり、かつ傾斜可能に設けられ、しかも上下調節機構によって上下移動も可能となっており、またアンカーボルト27、28の左右位置はスライダ機構4によって正確に位置決めすることができ、したがって、基礎杭の打設位置や角度に誤差があっても上述した構成によって正確かつ容易にしかも安全かつ迅速に補正することができる。   With the above-described configuration, the holder plate 3 can be moved back and forth with respect to the foundation pile 24 and can be tilted, and can be moved up and down by a vertical adjustment mechanism. The position can be accurately positioned by the slider mechanism 4, and therefore, even if there is an error in the placement position or angle of the foundation pile, it can be accurately and easily corrected safely and quickly by the above-described configuration.

次ぎに、上述のように構成した支持装置による木造建築物の施工方法について説明する。
本発明の支持装置は、まず上下調節機構5における下側の雌ねじ筒8を支持装置から外し、この雌ねじ筒を基礎杭24の上端に予め工場で溶接しておき、この雌ねじ筒を溶接した基礎杭を現場の地盤に打設する。
Next, a construction method of a wooden building by the support device configured as described above will be described.
In the support device of the present invention, first, the lower female screw cylinder 8 in the vertical adjustment mechanism 5 is removed from the support device, and the female screw cylinder is previously welded to the upper end of the foundation pile 24 at the factory, and the female screw cylinder is welded to the foundation. Place the pile on the ground at the site.

次ぎに、雄ねじ体9の下部雄ねじ部9bを下側の雌ねじ筒8に螺合せしめて支持装置を基礎杭に取付け、雄ねじ体9の回転操作部9cを正逆回転させて前記ホルダ板3を所要の高さに位置せしめた後、ロックナット10、10を締めて上下調節機構5全体の高さを固定する。   Next, the lower male threaded portion 9b of the male threaded body 9 is screwed into the lower female threaded cylinder 8 to attach the support device to the foundation pile, and the holder plate 3 is required by rotating the rotation operating part 9c of the male threaded body 9 forward and backward. Then, the lock nuts 10 and 10 are tightened to fix the height of the entire vertical adjustment mechanism 5.

なお、図2においては雄ねじ体における雄ねじ部9a、9bの軸方向の長さを雌ねじ筒における雌ねじ部の軸方向の長さとロックナットの軸方向の長さの和と同じにしてあるが、雄ねじ部の長さを短くしておけばロックナット10、10の軸方向の長さ(厚さ)を短いものと交換することによって上下調節機構5全体の長さをさらに縮めることができる。また、上下のロックナットをそれぞれ予め2重のもの(上下各2個)にしておいて、上下調節機構全体の長さをさらに縮める必要がある場合は上下各ひとつのロックナットを取り外すようにする場合もある。   In FIG. 2, the axial lengths of the male screw portions 9a and 9b in the male screw body are the same as the sum of the axial length of the female screw portion and the axial length of the lock nut in the female screw cylinder. If the length of the part is shortened, the entire length of the vertical adjustment mechanism 5 can be further reduced by replacing the axial length (thickness) of the lock nuts 10 and 10 with a shorter one. In addition, the upper and lower lock nuts are preliminarily doubled (two each on the upper and lower sides), and if it is necessary to further reduce the overall length of the vertical adjustment mechanism, remove one lock nut on each of the upper and lower sides. In some cases.

そしてガイド機構13によってホルダ板3の前後位置を調節してその中心を設計上の杭中心の前後位置に正確に合わせ、さらに連結部材17におけるナット22、22の締め付けと長さ調節杆19の操作により、ホルダ板3を正確に水平調節する。   And the front-and-rear position of the holder plate 3 is adjusted by the guide mechanism 13 so that the center thereof is accurately aligned with the front-and-rear position of the designed pile center. Further, the nuts 22 and 22 are tightened in the connecting member 17 and the length adjusting rod 19 is operated. Thus, the holder plate 3 is accurately leveled.

その後、スライダボックス25の位置合わせとアンカーボルト27、28の位置合わせを行なってから、これらアンカーボルト挿通用の孔を有する座板38をスライダボックスの上に載せ、さらにその上に土台16を載せてアンカーボルトを土台にあけた縦孔に通し、アンカーボルトの先端部を土台上面に突出せしめ、この土台から突出した一方のアンカーボルトの先端部にナット39を螺合せしめて土台を固定し、また他方のアンカーボルトの先端部にホールダウン金物29を嵌めてその上からナット40で固定する。   Thereafter, after the slider box 25 and the anchor bolts 27 and 28 are aligned, a seat plate 38 having holes for inserting the anchor bolts is placed on the slider box, and the base 16 is placed thereon. The anchor bolt is passed through a vertical hole drilled in the base, the tip of the anchor bolt protrudes from the top of the base, and the base is fixed by screwing the nut 39 into the tip of one anchor bolt protruding from the base. A hole-down hardware 29 is fitted to the tip of the other anchor bolt and fixed with a nut 40 from above.

上述した実施例においては、土台15の途中部分を支持する場合について説明したが、2本の土台が直角に接続される部分すなわち建築物の土台における出隅や入隅部分等の角部においても2本の土台を支持することができ、この場合には前記ホルダ板上に、2つのスライダ機構をそのスライド案内方向が直交するように配設することによって容易に対応することができる。   In the above-described embodiments, the case where the middle part of the base 15 is supported has been described. However, the part where the two bases are connected at right angles, that is, the corners such as the protruding corners and the corners of the corners of the building base. Two bases can be supported. In this case, it is possible to easily cope with the problem by arranging two slider mechanisms on the holder plate so that their slide guide directions are orthogonal to each other.

より詳しくは、土台の角部においては、例えば図8に示されるように平面形状がL字状をなすホルダ板41上に、第1のスライダ機構42と第2のスライダ機構43を直角をなすように配設し、いずれのスライダ機構もホルダ板に対してスライド方向とは直交する方向に位置を微調整できるよう同方向に長いスライダ機構固定用の長孔44、44および45、45をあけてある。
なお、ホルダ板に対するスライダ機構の取付構造は上述した第1実施例のものと同じである。
More specifically, at the corner portion of the base, the first slider mechanism 42 and the second slider mechanism 43 form a right angle on a holder plate 41 whose planar shape is L-shaped as shown in FIG. 8, for example. Long slider holes 44, 44 and 45, 45 are fixed in the same direction so that the position of each slider mechanism can be finely adjusted in the direction perpendicular to the sliding direction with respect to the holder plate. It is.
The attachment structure of the slider mechanism to the holder plate is the same as that of the first embodiment described above.

この第2実施例のものの場合には、土台の交差部に柱46が立設されるのが一般的であり、柱の下方を2つのスライダ機構のうちのいずれかで支持する必要があるので、一方のスライダ機構を他方よりも長いもので構成する。   In the case of the second embodiment, the pillar 46 is generally erected at the intersection of the base, and it is necessary to support the lower part of the pillar with one of the two slider mechanisms. One slider mechanism is configured to be longer than the other.

なお、本第2実施例のものではホルダ板とベース板間の連結部材17、17をホルダ板の角部と長辺の略中央の計7箇所に取り付けるのが望ましく、かくするとより安定して土台を支持することができる。   In the second embodiment, it is desirable to attach the connecting members 17 and 17 between the holder plate and the base plate to a total of seven locations at the corners of the holder plate and the approximate center of the long side, so that it is more stable. Can support the foundation.

上述した実施例の支持装置では、基礎杭24に対して下側の雌ねじ筒8を予め工場で溶接しておくものとしてあるが、下側の雌ねじ筒の下部内径を基礎杭24の外径とほぼ同径とするとともに雌ねじ筒8の下部に例えば等間隔に4箇所のねじ孔を設けておき、基礎杭の上端に雌ねじ筒8の開口下部を嵌合して上記ねじ孔にセルフタップねじを螺入し、雌ねじ筒と基礎杭とを接続する場合もある。
かくすると、現場において杭の上端部の切断等の柱頭処理を行なってから溶接をすることなく支持装置を接続することができるというメリットがある。
In the support device of the above-described embodiment, the lower female screw cylinder 8 is preliminarily welded to the foundation pile 24 at the factory, but the lower inner diameter of the lower female screw cylinder is defined as the outer diameter of the foundation pile 24. For example, four screw holes are provided at equal intervals in the lower part of the female screw cylinder 8 and the opening lower part of the female screw cylinder 8 is fitted to the upper end of the foundation pile so that a self-tapping screw is provided in the screw hole. In some cases, the internal thread cylinder and the foundation pile are connected by screwing.
Thus, there is an advantage that the supporting device can be connected without performing welding after performing the stigma processing such as cutting the upper end of the pile at the site.

本発明に係る支持装置および施工方法によれば、支持装置の各部の溶接や下側の雌ねじ筒と基礎杭との溶接を予め工場で高精度に行うことができ、従来のように現場での溶接を行う必要がなくて現場の天候に左右されることなく充分な構造強度を得ることができ、また、現場における基礎杭上端部の切断も不要であり、現場での作業を格段に簡略化することができ、工期の短縮および施工コストの低減を期すことができる。   According to the support device and the construction method according to the present invention, welding of each part of the support device and welding of the lower female screw cylinder and the foundation pile can be performed with high accuracy in advance in a factory, There is no need to perform welding and sufficient structural strength can be obtained without being affected by the weather at the site, and it is not necessary to cut the top end of the foundation pile at the site, greatly simplifying the work at the site. The construction period can be shortened and the construction cost can be reduced.

また、上下調節機構によってホルダ板の上下位置を正確に設定することができ、かつ、傾度調節機構によってホルダ板の水平を正確に設定することができ、しかもスライダ機構によって土台の水平位置を正確に設定することができる。
したがって、基礎杭の打設位置や角度に誤差があってもこれらの誤差を正確に修正することができ、建築物を安定して支持することができる。
Moreover, the vertical position of the holder plate can be accurately set by the vertical adjustment mechanism, the horizontal level of the holder plate can be accurately set by the inclination adjustment mechanism, and the horizontal position of the base can be accurately set by the slider mechanism. Can be set.
Therefore, even if there is an error in the placement position and angle of the foundation pile, these errors can be corrected accurately, and the building can be supported stably.

さらに、構造物が支持地盤の変化によって不等沈下した場合でも上下調節機構および傾度調節機構の操作によって容易かつ正確に沈下修正を行うことができるという重要なメリットもある。   Furthermore, even when the structure is unevenly subsidized due to changes in the support ground, there is also an important advantage that the subsidence can be corrected easily and accurately by operating the vertical adjustment mechanism and the inclination adjustment mechanism.

本発明に係る支持装置の実施例を示す正面図。The front view which shows the Example of the support apparatus which concerns on this invention. 本発明に係る支持装置を基礎杭に接続した状態を示す縦断面図。The longitudinal cross-sectional view which shows the state which connected the support apparatus which concerns on this invention to the foundation pile. ホルダ板の平面図。The top view of a holder board. ホルダ板の底面図。The bottom view of a holder board. スライダ機構の縦断正面図。The longitudinal section front view of a slider mechanism. 図5のVI−VI線縦断面図。FIG. 6 is a longitudinal sectional view taken along line VI-VI in FIG. 5. 図5のVII−VII線縦断面図。FIG. 7 is a longitudinal sectional view taken along line VII-VII in FIG. 5. 他の実施例におけるホルダ板の他の機構を外した状態の平面図。The top view of the state which removed the other mechanism of the holder plate in another Example.

符号の説明Explanation of symbols

1 ベース板 2 ボールジョイント
3 ホルダ板 4 スライダ機構
5 上下調節機構 6 ブラケット
7 上側の雌ねじ筒 8 下側の雌ねじ筒
9 雄ねじ体 10 ロックナット
11 補強リブ 12 端板
13 ガイド機構 14 ガイドフレーム
15 サイドプレート 16 土台
17 連結部材 18 ボルト棒
19 長さ調節杆 20 長孔
21 孔 22 ナット
23 緩み止めワッシャー 24 基礎杭
25 スライダボックス 26 スライド板
27、28 アンカーボルト 29 ホールダウン金物
30 孔 31 ナット
32 レール 33 調節ボルト
34 長孔 35 孔
36 ナット 37 ボルト
38 座板 39、40 ナット
41 ホルダ板 42、43 スライダ機構
44、45 長孔 46 柱
DESCRIPTION OF SYMBOLS 1 Base plate 2 Ball joint 3 Holder plate 4 Slider mechanism 5 Vertical adjustment mechanism 6 Bracket 7 Upper female screw cylinder 8 Lower female screw cylinder 9 Male screw body 10 Lock nut 11 Reinforcement rib 12 End plate 13 Guide mechanism 14 Guide frame 15 Side plate 16 Base 17 Connecting member 18 Bolt bar 19 Length adjusting rod 20 Long hole 21 Hole 22 Nut 23 Locking washer 24 Foundation pile 25 Slider box 26 Slide plate 27, 28 Anchor bolt 29 Hole down hardware 30 Hole 31 Nut 32 Rail 33 Adjustment Bolt 34 Long hole 35 Hole 36 Nut 37 Bolt 38 Seat plate 39, 40 Nut 41 Holder plate 42, 43 Slider mechanism 44, 45 Long hole 46 Column

Claims (7)

ベース板上に傾度調節機構を介して支持されるホルダ板を備え、このホルダ板上面に、支持しようとする土台の長手方向に位置調節が可能なスライド板を備えるスライダ機構を設け、上記スライド板に前記土台固定用のアンカーボルトを立設してなる木造建築物の支持装置。   A slider plate having a holder plate supported on a base plate via an inclination adjusting mechanism and having a slide plate capable of adjusting the position in the longitudinal direction of the base to be supported is provided on the upper surface of the holder plate, and the slide plate A support device for a wooden building, in which the anchor bolts for fixing the base are erected. 前記スライダ機構を、前記土台の長手方向と直交する方向に位置調節できるように前記ホルダ板上面に取り付けてなる請求項1に記載の木造建築物の支持装置。   The support device for a wooden building according to claim 1, wherein the slider mechanism is attached to the upper surface of the holder plate so that the position of the slider mechanism can be adjusted in a direction orthogonal to the longitudinal direction of the base. 前記傾度調節機構を、前記ベース板とホルダ板間を接続するボールジョイントで構成してなる請求項1に記載の木造建築物の支持装置。   The support device for a wooden building according to claim 1, wherein the inclination adjusting mechanism is configured by a ball joint connecting the base plate and the holder plate. 前記ベース板にボールソケットを固定したボールジョイントの軸先端に端板を設けるとともに、前記ホルダ板の下面に上記端板をスライド可能に案内して位置決めできるガイド機構を設けてなる請求項1に記載の木造建築物の支持装置。   The end plate is provided at the tip of the shaft of a ball joint in which a ball socket is fixed to the base plate, and a guide mechanism is provided on the lower surface of the holder plate to guide and position the end plate in a slidable manner. Support equipment for wooden buildings. 前記ベース板の下面に、任意の長さに伸縮可能な上下調節機構を設けてなる請求項1に記載の木造建築物の支持装置。   The support apparatus of the wooden building of Claim 1 which provided the vertical adjustment mechanism which can be expanded-contracted to arbitrary length in the lower surface of the said base board. 前記上下調節機構を、内周面に巻き方向が互い異なる雌ねじが形成された上下の雌ねじ筒と、これらの雌ねじ筒の各雌ねじに螺合する互いに巻き方向が異なる上下の雄ねじが外周面に形成された雄ねじ体とを備え、この雄ねじ体の外周面における前記上下の雄ねじ間に雄ねじ体を正逆回転させるための回転操作部を有し、この回転操作部を正逆回転させることによって上下の雌ねじ筒が離間または接近して上下方向に伸縮される構成のものとしてなる請求項5に記載の木造建築物の支持装置。   The upper and lower adjustment mechanisms are formed on the outer peripheral surface with upper and lower female screw cylinders having internal threads formed on the inner peripheral surface thereof, and upper and lower male screws having different winding directions screwed to the female threads of these female screw cylinders. A rotating operation part for rotating the male screw body forward and backward between the upper and lower male screws on the outer peripheral surface of the male screw body, and rotating the rotating operation part forward and backward The support device for a wooden building according to claim 5, wherein the female screw cylinder is configured to be expanded or contracted in the vertical direction by separating or approaching. 地盤に打設された基礎杭の上端に、ベース板上に傾度調節機構を介して支持されるホルダ板を備え、このホルダ板上面に、支持しようとする土台の長手方向に位置調節が可能なスライド板を備えるスライダ機構を設け、上記スライド板に前記土台固定用のアンカーボルトを立設してなる支持装置の前記ベース板を固定し、前記傾度調節機構によって前記ホルダ板の水平調整を行ない、次いでスライダ機構の位置調節を行なってから同スライダ機構のスライド板の位置を調節し、前記アンカーボルトに、予め土台にあけたアンカーボルト挿通用の孔を嵌めて前記スライダ機構上に土台を載せ、アンカーボルトの土台上に突出した部分にナットを螺合せしめて土台を固定する木造建築物の施工方法。   At the upper end of the foundation pile placed on the ground, a holder plate is supported on the base plate via a tilt adjustment mechanism, and the position of the base plate to be supported can be adjusted in the longitudinal direction on the upper surface of the holder plate. A slider mechanism provided with a slide plate is provided, the base plate of the support device formed by standing the anchor bolt for fixing the base on the slide plate is fixed, and the holder plate is horizontally adjusted by the inclination adjusting mechanism. Next, after adjusting the position of the slider mechanism, the position of the slide plate of the slider mechanism is adjusted, and the anchor bolt is fitted with a hole for inserting an anchor bolt in advance in the base, and the base is placed on the slider mechanism. A method of constructing a wooden building in which the base is fixed by screwing a nut onto the portion of the anchor bolt that protrudes from the base.
JP2003291047A 2003-08-11 2003-08-11 Supporting device for wooden building and construction method of wooden building using the supporting device Expired - Fee Related JP3769557B2 (en)

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Cited By (7)

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JP2008261189A (en) * 2007-04-16 2008-10-30 Sumori Kogyo Kk Fixing device for pile foundation
JP2009144348A (en) * 2007-12-11 2009-07-02 Sekisui Chem Co Ltd Supporting structure of pile and superstructure
JP2015132088A (en) * 2014-01-10 2015-07-23 有限会社 ヤブタ Connection member, and structure for connecting foundation pile and support together
CN109881584A (en) * 2019-03-04 2019-06-14 中交上海航道局有限公司 A kind of holder jacking
CN109881583A (en) * 2019-02-25 2019-06-14 中交上海航道局有限公司 A kind of holder jacking of adjustable tilt angle
CN113482344A (en) * 2021-06-21 2021-10-08 中国一冶集团有限公司 Adjustable aluminum mould diagonal bracing device and construction method thereof
CN114233039A (en) * 2021-12-15 2022-03-25 陇东学院 Civil structure's reinforcing apparatus

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008261189A (en) * 2007-04-16 2008-10-30 Sumori Kogyo Kk Fixing device for pile foundation
JP4696091B2 (en) * 2007-04-16 2011-06-08 スモリ工業株式会社 Pile foundation fixing device
JP2009144348A (en) * 2007-12-11 2009-07-02 Sekisui Chem Co Ltd Supporting structure of pile and superstructure
JP2015132088A (en) * 2014-01-10 2015-07-23 有限会社 ヤブタ Connection member, and structure for connecting foundation pile and support together
CN109881583A (en) * 2019-02-25 2019-06-14 中交上海航道局有限公司 A kind of holder jacking of adjustable tilt angle
CN109881584A (en) * 2019-03-04 2019-06-14 中交上海航道局有限公司 A kind of holder jacking
CN113482344A (en) * 2021-06-21 2021-10-08 中国一冶集团有限公司 Adjustable aluminum mould diagonal bracing device and construction method thereof
CN113482344B (en) * 2021-06-21 2024-03-29 中国一冶集团有限公司 Adjustable aluminum die diagonal bracing device and construction method thereof
CN114233039A (en) * 2021-12-15 2022-03-25 陇东学院 Civil structure's reinforcing apparatus

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