JP2006274670A - Temporary column structure, building unit with temporary columns, and method of constructing unit building - Google Patents

Temporary column structure, building unit with temporary columns, and method of constructing unit building Download PDF

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JP2006274670A
JP2006274670A JP2005095456A JP2005095456A JP2006274670A JP 2006274670 A JP2006274670 A JP 2006274670A JP 2005095456 A JP2005095456 A JP 2005095456A JP 2005095456 A JP2005095456 A JP 2005095456A JP 2006274670 A JP2006274670 A JP 2006274670A
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column
temporary
building
wedge member
pillar
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JP4669725B2 (en
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Katsunori Onishi
克則 大西
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a temporary column structure which enables safe and easy setting and removal of temporary columns when the temporary columns are erected in a building, and to provide a building unit with the temporary columns, and a method of constructing a unit building. <P>SOLUTION: The temporary columns 11 are erected in the building, and each consist of an upper column 53 connected to a ceiling beam 3, a lower column 52 connected to a floor beam 2, and a wedge member 6. The upper and lower columns 53, 52 are erected coaxially with each other. The upper column 53 has a contact surface which makes contact with the wedge member and is inclined at the same gradient as that of the wedge member 6. The wedge member 6 is pinched between the upper column 53 and the lower column 52, and according to horizontal movement of the wedge member 6, the height of the temporary column 11 is adjusted. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、建物に設ける仮柱の仮柱構造、仮柱付き建物ユニット、及びユニット建物の施工方法に関する。   The present invention relates to a temporary column structure of a temporary column provided in a building, a building unit with a temporary column, and a method for constructing a unit building.

一般的に建物の柱の中には、施工時の一時的な強度の保持等の目的で仮柱を設けることがある。例えば、柱と床梁と天井梁を箱型に接合した建物ユニットを隣接配置してなるユニット建物の場合では、4個の建物ユニットを突合せ配置した中央部の柱を省略する際に仮柱を使用することがある。この際の仮柱構造としては、例えば特許文献1記載の発明では、仮柱を上柱と下柱に分割し、上柱と下柱の連結部に軸方向に沿って両端部が右ねじと左ねじで構成されたボルトを使用した高さ調整手段が設けられ、そのボルトを回転させることにより高さ調整を行うものが記載されている。つまり、ボルトの回転に伴い、上柱及び下柱の連結部の長さが伸縮し、結果的に仮柱の高さ調整がなされるものとなっている。
特開2000−87455号公報
In general, a temporary pillar may be provided in a pillar of a building for the purpose of temporarily maintaining strength during construction. For example, in the case of a unit building in which a building unit in which a column, a floor beam and a ceiling beam are joined in a box shape is adjacent, a temporary column is used when omitting the central column where four building units are arranged to face each other. May be used. As the temporary column structure at this time, for example, in the invention described in Patent Document 1, the temporary column is divided into an upper column and a lower column, and both ends of the connecting portion between the upper column and the lower column are right-handed along the axial direction. There is described a device that is provided with a height adjusting means using a bolt composed of a left-hand screw and adjusts the height by rotating the bolt. That is, with the rotation of the bolt, the length of the connecting portion between the upper column and the lower column expands and contracts, and as a result, the height of the temporary column is adjusted.
JP 2000-87455 A

上記特許文献1記載の発明の仮柱構造では、高さ調整手段であるボルトに仮柱の軸力が直接かかる構成となっているためボルト部材に強度が必要とされる。更に、高さ調整手段であるボルトに軸力がかかった状態のまま、軸力に反した方向にボルトの螺合だけで同一軸上にある上柱と下柱を上下に移動させる必要がある。よって、ボルトを回転させて仮柱を伸ばすことが困難である。また、作業部が軸力の作用する軸上に工具や作業者の手を入れて作業する必要がある。   In the temporary column structure of the invention described in Patent Document 1, the bolt member is required to be strong because the axial force of the temporary column is directly applied to the bolt as the height adjusting means. Further, it is necessary to move the upper and lower pillars on the same axis up and down only by screwing the bolts in the direction opposite to the axial force while the axial force is applied to the bolt as the height adjusting means. . Therefore, it is difficult to extend the temporary column by rotating the bolt. Moreover, it is necessary for the working unit to work by putting a tool or an operator's hand on the shaft on which the axial force acts.

本発明は上記背景技術の問題を解決し、建物に仮柱を設ける際に、仮柱の設置及び撤去が安全かつ容易に行えるような仮柱構造、仮柱付き建物ユニット及びユニット建物の施工方法を提供することを目的とする。   The present invention solves the above-mentioned problems of the background art, and provides a temporary column structure, a building unit with a temporary column, and a method for constructing a unit building so that the temporary column can be installed and removed safely and easily when a temporary column is provided in a building. The purpose is to provide.

請求項1記載の発明は、建物に設けられる仮柱であって、その仮柱は、上柱、下柱及びクサビ部材で構成され、上柱及び下柱は仮柱の同軸上に設けられ、クサビ部材は上面と下面の少なくとも一面が傾斜面となされている、前記上柱及び前記下柱のクサビ部材との接触面はクサビ部材と同勾配の傾斜面を有しており、前記クサビ部材は前記上柱と前記下柱との間に挟まれて設けられ、クサビ部材の水平移動により上柱及び下柱が仮柱の軸上で上下移動することにより、仮柱の高さ調整が可能となされていることを特徴とする仮柱構造である。 The invention according to claim 1 is a temporary pillar provided in a building, and the temporary pillar is composed of an upper pillar, a lower pillar and a wedge member, and the upper pillar and the lower pillar are provided coaxially with the temporary pillar, The wedge member has an inclined surface at least one of the upper surface and the lower surface, the contact surface of the upper column and the lower column with the wedge member has an inclined surface having the same gradient as the wedge member, and the wedge member is The upper column and the lower column are provided between the upper column and the lower column, and the height of the temporary column can be adjusted by moving the upper and lower columns vertically on the axis of the temporary column by the horizontal movement of the wedge member. It is a temporary column structure characterized by being made.

仮柱が同軸上に分割された上柱と下柱の分割位置は、作業者が立ったまま仮柱の着脱作業が可能なように下柱を約1000mm乃至1400mm程度とすることが好ましい。また、クサビ材の傾斜面は上面又は下面にのみ設けられたものであっても、上面と下面の両面に設けられたものであってもよい。また、クサビ部材は図1のように上柱及び下柱よりも小さくすることが、水平移動した際に仮柱からはみ出すことがなく好ましい。   It is preferable that the division position of the upper column and the lower column obtained by dividing the temporary column coaxially is about 1000 mm to 1400 mm so that the temporary column can be attached and detached while the worker is standing. Further, the inclined surface of the wedge material may be provided only on the upper surface or the lower surface, or may be provided on both the upper surface and the lower surface. Further, it is preferable that the wedge member be smaller than the upper column and the lower column as shown in FIG. 1 so that the wedge member does not protrude from the temporary column when moved horizontally.

請求項1記載の発明では、クサビ部材が上柱と下柱の間に挟まれて設けられており、クサビ部材の傾斜面と上柱及び下柱のクサビ部材との接触面がクサビ部材と同勾配の傾斜面となっているので、クサビ部材を水平移動させることで、クサビ部材の傾斜面に沿って上柱及び下柱の傾斜面が移動する。したがって、クサビ部材の水平移動により、上柱及び下柱が仮柱の軸上で上下移動するため仮柱の高さ調整を行うことができる。
よって、特許文献1記載の発明のように仮柱の軸上にあるボルトを回転させることで仮柱の高さ調整するものではないので、作業時に仮柱の軸上に工具や指を入れる必要がなく安全である。また、クサビ部材を水平移動させる容易な作業で仮柱の高さ調整を行うことができる。
In the invention of claim 1, the wedge member is provided between the upper column and the lower column, and the contact surface between the inclined surface of the wedge member and the wedge member of the upper column and the lower column is the same as the wedge member. Since the slope has a slope, the slope of the upper pillar and the bottom pillar moves along the slope of the wedge member by horizontally moving the wedge member. Therefore, since the upper and lower columns move up and down on the axis of the temporary column by the horizontal movement of the wedge member, the height of the temporary column can be adjusted.
Therefore, unlike the invention described in Patent Document 1, the height of the temporary column is not adjusted by rotating the bolt on the axis of the temporary column. Therefore, it is necessary to put a tool or a finger on the axis of the temporary column during work. There is no safety. Further, the height of the temporary column can be adjusted by an easy operation of moving the wedge member horizontally.

請求項2記載の発明は、請求項1記載の仮柱構造であって、前記上柱の下端部又は前記下柱の上端部に保持板及び誘導板が軸方向に沿って設けられ、前記保持板には保持板に直交するボルトが設けられ、そのボルトが前記クサビ部材に螺着され、ボルトの回動に伴いクサビ部材の水平移動がなされ、上柱及び下柱は前記誘導板に沿って移動することで化粧部材の高さ調整が可能となされていることを特徴とする。 The invention according to claim 2 is the temporary column structure according to claim 1, wherein a holding plate and a guide plate are provided along an axial direction at a lower end portion of the upper column or an upper end portion of the lower column, and the holding The plate is provided with a bolt orthogonal to the holding plate, the bolt is screwed to the wedge member, and the wedge member is moved horizontally as the bolt rotates, and the upper column and the lower column are along the guide plate. It is possible to adjust the height of the decorative member by moving.

上柱の下端部又は下柱の上端部に設けられる保持板はクサビ部材を水平移動させるためのボルトの支持を行うものであり、上柱の下端部又は下柱の上端部の周縁部付近に設けることが、クサビ部材の水平移動の妨げにならないので好ましい。また、保持板には直交する方向にボルト貫通用孔が設けられ、ボルトが螺着される。また、そのボルトを回動させることにより、クサビ部材が水平移動できるようになっている。
また、誘導板も上柱の下端部又は下柱の上端部の周縁部付近に設けることが、クサビ部材の水平移動の妨げにならないので好ましい。なお、この誘導板は、上柱又は下柱が仮柱の軸上で移動する際の落下防止と、仮柱が軸方向に沿って容易に移動できるように誘導するものである。
The holding plate provided at the lower end of the upper column or the upper end of the lower column supports the bolt for moving the wedge member horizontally, and is located near the peripheral edge of the lower end of the upper column or the upper end of the lower column. Providing is preferable because it does not hinder horizontal movement of the wedge member. The holding plate is provided with bolt penetration holes in a direction orthogonal to each other, and the bolt is screwed thereon. Further, the wedge member can be moved horizontally by rotating the bolt.
In addition, it is preferable to provide the guide plate in the vicinity of the peripheral edge of the lower end of the upper column or the upper end of the lower column because it does not hinder horizontal movement of the wedge member. The guide plate is used to prevent the upper column or the lower column from falling when moving on the axis of the temporary column, and to guide the temporary column so that it can easily move along the axial direction.

請求項2記載の発明では、上柱の下端部又は下柱の上端部に設けられる保持板に設けられたボルトにクサビ部材を螺着させ、ボルトの回動によりクサビ部材を水平移動させることができる。また、誘導板により、上柱や下柱が落下することがなく、仮柱の軸上で移動することができる。したがって、ボルトの回動だけで仮柱の高さ調整を容易に行うことができる。   In the invention described in claim 2, the wedge member is screwed to the bolt provided on the holding plate provided at the lower end portion of the upper column or the upper end portion of the lower column, and the wedge member is moved horizontally by rotating the bolt. it can. In addition, the guide plate can move on the axis of the temporary column without dropping the upper column or the lower column. Therefore, the height of the temporary column can be easily adjusted only by turning the bolt.

請求項3記載の発明は、柱と床梁と天井梁を箱型に接合してなる建物ユニットであって、少なくとも1個の柱に請求項1又は請求項2記載の仮柱構造を使用していることを特徴とする仮柱付き建物ユニットである。 The invention according to claim 3 is a building unit in which a column, a floor beam and a ceiling beam are joined in a box shape, and the temporary column structure according to claim 1 or 2 is used for at least one column. It is a building unit with temporary pillars characterized by

例えば、4個の建物ユニットを突合せ配置した中央部の柱を請求項1又は請求項2記載の仮柱構造とすることで、仮柱を取り除いた際に4個の建物ユニット内が柱に遮られることがない連続空間とすることができる。   For example, by using the temporary column structure according to claim 1 or 2 as a central column where four building units are arranged to face each other, the four building units are blocked by the columns when the temporary column is removed. It can be a continuous space that is not generated.

請求項4記載の発明は、柱と床梁と天井梁を箱型に接合してなる建物ユニットを隣接配置させて構築するユニット建物の施工において、上記建物ユニットの少なくとも1個を請求項3記載の仮柱付き建物ユニットとし、仮柱付き建物ユニットと隣接配置された建物ユニットとを同寸法の高さに設定して据付を行ない、その後、仮柱の高さの縮減を行って、仮柱を取外すことを特徴とするユニット建物の施工方法である。   According to a fourth aspect of the present invention, in the construction of a unit building in which a building unit formed by adjoining a column, a floor beam, and a ceiling beam in a box shape is constructed, at least one of the building units is described in the third aspect. The building unit with temporary columns is installed with the building unit with temporary columns and the adjacently placed building unit set to the same height, and then the height of the temporary column is reduced, It is the construction method of the unit building characterized by removing.

請求項4記載のユニット建物の施工方法は、建物ユニットの少なくとも1個を請求項4に記載の仮柱建物ユニットとし、柱省略建物ユニットの柱省略部に連結される仮柱の高さを、前記仮柱の連結高さ調整手段により省略柱の高さに設定して、該柱省略建物ユニットの据付を行い、その後、該連結高さ調整手段による連結高さの縮減を行って、仮柱を取り外すから、ユニット建物の構築に際し、上記ボルトの回動による簡単な操作により仮柱の高さ調整が行え、建物ユニットの組立て時には建物寸法精度を確保するとともに、仮柱を安全かつ容易に取り外しでき、仮柱を取り外すと広い連続空間を簡易に形成できる。   The construction method of the unit building according to claim 4 uses at least one of the building units as the temporary column building unit according to claim 4, and sets the height of the temporary column connected to the column omitted part of the column omitted building unit, The height of the omitted column is set by the connection height adjusting means of the temporary column, the column-omitted building unit is installed, and then the connection height is reduced by the connection height adjusting means. Therefore, when building a unit building, the height of the temporary column can be adjusted by a simple operation by turning the bolts, ensuring the dimensional accuracy of the building when assembling the building unit, and removing the temporary column safely and easily. If a temporary pillar is removed, a wide continuous space can be easily formed.

請求項1記載の発明によると、クサビ部材を水平移動することで仮柱の高さ調整を行うことができる。この際、軸力の作用する軸方向に直接、力を作用させるのでなく水平方向へクサビ部材を移動させることで仮柱の高さ調整ができるので少ない力でよく作業を行い易い。また、軸力の作用する軸上に工具や作業者の手を入れて作業する必要もないので安全である。   According to the first aspect of the present invention, the height of the temporary column can be adjusted by moving the wedge member horizontally. At this time, since the height of the temporary column can be adjusted by moving the wedge member in the horizontal direction instead of directly applying the force in the axial direction in which the axial force acts, the work can be easily performed with a small force. Moreover, it is safe because there is no need to put a tool or the operator's hand on the shaft on which the axial force acts.

請求項2記載の発明によると、クサビ部材の水平移動が、仮柱の外側からボルトを回動させるだけで行え、安全かつ容易な作業で高さ調整ができる。また、誘導板を設けることで、上柱及び下柱が落下することを防止でき、更に上柱及び下柱の移動を誘導することができる。   According to the second aspect of the present invention, the horizontal movement of the wedge member can be performed only by rotating the bolt from the outside of the temporary column, and the height can be adjusted safely and easily. Further, by providing the guide plate, it is possible to prevent the upper pillar and the lower pillar from falling, and to further guide the movement of the upper pillar and the lower pillar.

請求項3記載の発明によれば、仮柱付き建物ユニットをその仮柱により標準の建物ユニットと同じ高さに調整でき、仮柱付き建物ユニットの柱と天井梁、床梁との接合による組立て、及び建物ユニットへの設備の組み込み等が標準の建物ユニットと同様の手段で行うことができる。また、仮柱の取り外しがクサビ部材の水平移動を行うだけで安全かつ容易に行うことができる。   According to invention of Claim 3, a building unit with a temporary column can be adjusted to the same height as a standard building unit with the temporary column, and the assembly by the joining of the column of the building unit with a temporary column, a ceiling beam, and a floor beam In addition, the installation of the equipment into the building unit can be performed by the same means as the standard building unit. Further, the temporary pillar can be removed safely and easily only by horizontally moving the wedge member.

請求項4記載の発明によれば、ユニット建物の構築に際し、標準の建物ユニット同様の施工ができ、しかもクサビ部材の水平移動を行うだけの容易な操作により仮柱の高さ調整が行え、建物ユニットの据付後に仮柱を容易に取り外しでき、仮柱を取り外した広い連続空間を安全かつ容易に形成できる。   According to the invention described in claim 4, when building a unit building, the same construction as a standard building unit can be performed, and the height of the temporary column can be adjusted by an easy operation only by horizontally moving the wedge member. The temporary column can be easily removed after the unit is installed, and a wide continuous space from which the temporary column is removed can be formed safely and easily.

以下、本発明の仮柱構造、仮柱付き建物ユニット及びユニット建物の施工方法の実施の形態を図面に基づいて説明する。   DESCRIPTION OF EMBODIMENTS Hereinafter, embodiments of a temporary column structure, a building unit with temporary columns, and a unit building construction method according to the present invention will be described with reference to the drawings.

図1は本発明の実施例である建物ユニットの斜視図、図2は図1のII−II線における断面説明図、図3は本発明の実施例の仮柱構造を伸縮させた際の断面図、図4は本発明の実施例のユニット建物の構造体の模式斜視図、図5乃至図7は本発明の実施例の仮柱構造の変形例、図8は本発明の実施例の仮柱構造におけるストッパー10の断面図である。   1 is a perspective view of a building unit according to an embodiment of the present invention, FIG. 2 is a cross-sectional explanatory view taken along line II-II in FIG. 1, and FIG. 3 is a cross section when the temporary column structure of the embodiment of the present invention is expanded and contracted. 4 and 4 are schematic perspective views of the structure of the unit building according to the embodiment of the present invention, FIGS. 5 to 7 are modifications of the temporary column structure according to the embodiment of the present invention, and FIG. 8 is a temporary structure according to the embodiment of the present invention. It is sectional drawing of the stopper 10 in a column structure.

図1において、仮柱付き建物ユニットU1は、鋼製の柱1と鋼製の床梁2、鋼製の天井梁3からなる構造躯体を有し、箱型状に接合してなされている。柱1の下部と床梁2の端部との接合部には連結金具42が設けられ溶接により接合されている。柱1の上部と天井梁3の端部との接合部には連結金具43が設けられ溶接により接合されている。図1の仮柱付き建物ユニットU1の手前右のコーナー部の柱は、最終的には取り外しを行う仮柱11とされている。なお、図示されていないが、床梁2と天井梁3との間に適宜箇所に中間柱があってもよい。   In FIG. 1, a building unit U1 with a temporary column has a structural frame composed of a steel column 1, a steel floor beam 2, and a steel ceiling beam 3, and is joined in a box shape. A connecting fitting 42 is provided at the joint between the lower part of the column 1 and the end of the floor beam 2 and is joined by welding. A connection fitting 43 is provided at the joint between the upper part of the column 1 and the end of the ceiling beam 3 and joined by welding. The column at the right front corner of the building unit U1 with a temporary column in FIG. 1 is a temporary column 11 that is finally removed. Although not shown, an intermediate column may be provided at an appropriate position between the floor beam 2 and the ceiling beam 3.

仮柱11は、図2に示すように仮柱の同軸上に設けられた上柱53、下柱52、クサビ部材6で構成されている。なお、上柱53は天井梁3と接合され、下柱52は床梁2と接合され、クサビ部材6は上面が傾斜面となされている。   As shown in FIG. 2, the temporary column 11 includes an upper column 53, a lower column 52, and a wedge member 6 provided on the same axis as the temporary column. The upper column 53 is joined to the ceiling beam 3, the lower column 52 is joined to the floor beam 2, and the wedge member 6 has an inclined upper surface.

クサビ部材6は上面が傾斜面となっており、下面は水平面となっている。また、クサビ部材6は図2のように、クサビ部材6を水平移動させた際でも仮柱11からクサビ部材6がはみ出すことがないように、上柱及び下柱よりは小さくなされている。また、このクサビ部材6は上柱53と下柱52の間に挟まれた位置に設けられている。このクサビ部材6が水平移動することで仮柱の高さ調整がなされる。   The wedge member 6 has an inclined upper surface and a horizontal surface on the lower surface. Further, as shown in FIG. 2, the wedge member 6 is made smaller than the upper column and the lower column so that the wedge member 6 does not protrude from the temporary column 11 even when the wedge member 6 is moved horizontally. Further, the wedge member 6 is provided at a position sandwiched between the upper column 53 and the lower column 52. The height of the temporary pillar is adjusted by horizontally moving the wedge member 6.

上柱材53の上部には連結部531が設けられ、下柱52の下部には連結部521が設けられている。上下の連結部531、521には、ボルト孔の設けられた端板532、522と、ボルト締結作業用の開口533、523と、ボルト534、524が設けられている。   A connecting part 531 is provided on the upper part of the upper pillar 53, and a connecting part 521 is provided on the lower part of the lower pillar 52. The upper and lower connecting portions 531 and 521 are provided with end plates 532 and 522 provided with bolt holes, openings 533 and 523 for bolt fastening work, and bolts 534 and 524, respectively.

また、上柱53の下部のクサビ部材6との接触面535は、クサビ部材6の上面と同勾配の傾斜面となっている。また、下柱52の上部のクサビ部材6との接触面525は、クサビ部材6の下面と同様に水平面となっている。   Further, the contact surface 535 with the wedge member 6 below the upper column 53 is an inclined surface having the same gradient as the upper surface of the wedge member 6. Further, the contact surface 525 with the wedge member 6 at the upper part of the lower column 52 is a horizontal plane similarly to the lower surface of the wedge member 6.

更に、図2及び図3のように下柱の上端部の周縁部付近には支持板7が設けられ、下柱の上端部の周縁部には上柱53の軸方向への移動を誘導する誘導板8が設けられている。また、保持板7にはボルト貫通用孔71が設けられ、保持板7に直交するようにボルト9が設けられている。
ボルト9はクサビ部材6に螺着され、ボルト9の回動に伴いクサビ部材6が水平移動するようになされている。
Further, as shown in FIGS. 2 and 3, a support plate 7 is provided in the vicinity of the peripheral edge of the upper end of the lower pillar, and the upper pillar 53 is guided to move in the axial direction at the peripheral edge of the upper end of the lower pillar. A guide plate 8 is provided. Further, the holding plate 7 is provided with a bolt penetration hole 71, and the bolt 9 is provided so as to be orthogonal to the holding plate 7.
The bolt 9 is screwed to the wedge member 6 so that the wedge member 6 moves horizontally as the bolt 9 rotates.

また、図2及び図3のように、仮柱11は、上柱53が、下柱52に設けられた誘導板8により水平方向への移動が拘束され、落下することが防止されている。また、クサビ部材6が上柱53と下柱52の間に挟まれて設けられており、クサビ部材6の傾斜面と上柱53の下部のクサビ部材6との接触面535がクサビ部材6と同勾配の傾斜面となっているので、クサビ部材6を水平移動させることで、クサビ部材6の傾斜面に沿って上柱53の接触面535が移動する。したがって、クサビ部材6の水平移動に伴い、上柱53が図3(イ)から図3(ロ)のように仮柱11の軸方向に上下移動するため仮柱11の高さ調整を行うことができる。また、下柱の長さが約1200mm程度となっており仮柱取り外しの作業が立ったまま行えるようになっている。   Further, as shown in FIGS. 2 and 3, the temporary column 11 is prevented from dropping because the upper column 53 is restrained from moving in the horizontal direction by the guide plate 8 provided on the lower column 52. The wedge member 6 is provided between the upper column 53 and the lower column 52, and the contact surface 535 between the inclined surface of the wedge member 6 and the wedge member 6 below the upper column 53 is connected to the wedge member 6. Since the inclined surface has the same gradient, the contact surface 535 of the upper column 53 moves along the inclined surface of the wedge member 6 by horizontally moving the wedge member 6. Therefore, as the wedge member 6 moves horizontally, the upper column 53 moves up and down in the axial direction of the temporary column 11 as shown in FIGS. Can do. Further, the length of the lower pillar is about 1200 mm so that the work of removing the temporary pillar can be performed while standing.

次に、この仮柱付き建物ユニットを使用したユニット建物の施工方法について説明する。
通常、建物の建築現場では、仮柱付き建物ユニットU1や四隅に柱のある標準の建物ユニットU2などの複数個の建物ユニットを上下左右に隣接設置してユニット建物を構築する。この時、仮柱付き建物ユニットU1を4個、仮柱11が隣接するように設置すれば、図4に示すように、仮柱11を取り外すと広い部屋空間が形成できるユニット建物となる。
Next, the construction method of the unit building using this building unit with a temporary pillar is demonstrated.
Usually, at a building construction site, a plurality of building units such as a building unit U1 with a temporary column and a standard building unit U2 having columns at four corners are installed adjacent to each other vertically and horizontally to construct a unit building. At this time, if four temporary building units U1 are installed so that the temporary columns 11 are adjacent to each other, as shown in FIG. 4, the temporary building 11 can be removed to form a unit building capable of forming a large room space.

この際、仮柱付き建物ユニットU1と隣接する建物ユニットとを同寸法の高さに設定して据付配置を行う。その後、仮柱11の高さの減縮を行い、仮柱11を取り外す。仮柱11を取り外すには、先ず、上柱53の上部に設けられた連結部531のボルト534及び、下柱53の下部に設けられた連結部521のボルト524を外す。この状態では、上柱と天井梁及び下柱と床梁の間に摩擦力が働くため仮柱を取り外すことができない。次に、上柱53と下柱52の間に設けられたクサビ部材6に螺着されたボルト9を回動して、クサビ部材6を図3(イ)の状態から図3(ロ)の状態に水平移動させる。
すると、上柱53の下部のクサビ部材6との接触面535がクサビ部材6の水平移動に伴い移動する。したがって、仮柱11の上柱53の長さが図3(イ)から図3(ロ)のように仮柱11の軸上で縮み仮柱11を取り外すことができる。
この仮柱11の取り外す作業を、図4のユニット建物T1で4回繰り返すと仮柱11が全て取り外され柱のない広い空間が形成されたユニット建物T1になる。
At this time, the building unit U1 with a temporary column and the adjacent building unit are set to the same size and installed. Thereafter, the height of the temporary column 11 is reduced, and the temporary column 11 is removed. In order to remove the temporary column 11, first, the bolt 534 of the connecting portion 531 provided on the upper portion of the upper column 53 and the bolt 524 of the connecting portion 521 provided on the lower portion of the lower column 53 are removed. In this state, since a frictional force acts between the upper column and the ceiling beam and between the lower column and the floor beam, the temporary column cannot be removed. Next, the bolt 9 screwed to the wedge member 6 provided between the upper column 53 and the lower column 52 is rotated to move the wedge member 6 from the state shown in FIG. Move horizontally to state.
Then, the contact surface 535 with the wedge member 6 below the upper column 53 moves along with the horizontal movement of the wedge member 6. Therefore, the length of the upper column 53 of the temporary column 11 is reduced on the axis of the temporary column 11 as shown in FIGS.
When the work of removing the temporary pillar 11 is repeated four times in the unit building T1 of FIG. 4, the temporary pillar 11 is completely removed, and the unit building T1 is formed with a wide space without a pillar.

なお、仮柱の構成については図5のように上下両面に傾斜面を有するクサビ部材6Cを使用した変形例Cとしてもよい。また、図6のように下両面に傾斜面を有するクサビ部材6Dを使用した変形例Dとしてもよい。また、図7のようにクサビ部材6Eの傾斜の低い側にボルト9Eを螺着した変形例Eとしてもよい。 In addition, about the structure of a temporary pillar, it is good also as the modification C using the wedge member 6C which has an inclined surface on both upper and lower surfaces like FIG. Moreover, it is good also as the modification D which uses the wedge member 6D which has an inclined surface on both lower surfaces like FIG. Further, as shown in FIG. 7, the modified example E may be such that the bolt 9E is screwed to the side of the wedge member 6E where the inclination is low.

また、上柱や下柱内に図8(イ)の状態及び図8(ロ)の状態に移動可能にしたストッパー10を設けて、上柱や下柱の移動範囲を制限するようにしてもよい。 Further, a stopper 10 that can be moved to the state shown in FIG. 8 (a) and the state shown in FIG. 8 (b) is provided in the upper and lower pillars to limit the movement range of the upper and lower pillars. Good.

以上、本発明の実施例を説明したが、本発明は上記実施例に限定されるものではなく、本発明の要旨を逸脱しない範囲の設計変更があっても本発明に含まれるのは勿論である。   The embodiments of the present invention have been described above. However, the present invention is not limited to the above-described embodiments, and it goes without saying that design changes within a range not departing from the gist of the present invention are included in the present invention. is there.

安全で容易な操作で仮柱の高さ調整が行える仮柱構造、仮柱付き建物ユニット及びユニット建物の施工方法として有効である。   It is effective as a construction method of a temporary column structure, a building unit with a temporary column, and a unit building that can adjust the height of the temporary column with a safe and easy operation.

本発明の実施例である建物ユニットの斜視図である。It is a perspective view of the building unit which is an Example of this invention. 図1のII−II線における断面説明図である。It is sectional explanatory drawing in the II-II line | wire of FIG. 本発明の実施例の仮柱構造を伸縮させた際の断面図である。 ・ 仮柱が伸びた状態 ・ 仮柱が縮んだ状態It is sectional drawing at the time of expanding and contracting the temporary pillar structure of the Example of this invention.・ The temporary column is extended ・ The temporary column is contracted 本発明の実施例のユニット建物の構造体の模式斜視図である。It is a model perspective view of the structure of the unit building of the Example of this invention. 本発明の実施例の仮柱構造における変形例1の断面図である。It is sectional drawing of the modification 1 in the temporary pillar structure of the Example of this invention. 本発明の実施例の仮柱構造における変形例2の断面図である。It is sectional drawing of the modification 2 in the temporary pillar structure of the Example of this invention. 本発明の実施例の仮柱構造における変形例3の断面図である。It is sectional drawing of the modification 3 in the temporary pillar structure of the Example of this invention. 本発明の実施例の仮柱構造におけるストッパー10の断面図である。 ・ ストッパーが作用してない状態 ・ ストッパーが作用した状態It is sectional drawing of the stopper 10 in the temporary pillar structure of the Example of this invention.・ When the stopper is not working ・ When the stopper is working

符号の説明Explanation of symbols

T1 ユニット建物
U1 仮柱付き建物ユニット
U2 標準建物ユニット
1 柱
2 床梁
3 天井梁
42、43 連結金具
52 下柱
53 上柱
6 クサビ部材
7 支持板
8 誘導板
9 ボルト
10 ストッパー
11 仮柱
521、531 連結部
522、532 端板
523、533 開口
524、534 ボルト
525、535 接触面
T1 unit building U1 building unit with temporary column U2 standard building unit 1 column 2 floor beam 3 ceiling beam 42, 43 connecting bracket 52 lower column 53 upper column 6 wedge member 7 support plate 8 guide plate 9 bolt 10 stopper 11 temporary column 521, 531 Connecting portion 522, 532 End plate 523, 533 Opening 524, 534 Bolt 525, 535 Contact surface

Claims (4)

建物に設けられる仮柱であって、その仮柱は、上柱、下柱及びクサビ部材で構成され、上柱及び下柱は仮柱の同軸上に設けられ、クサビ部材は上面と下面の少なくとも一面が傾斜面となされている、前記上柱及び前記下柱のクサビ部材との接触面はクサビ部材と同勾配の傾斜面を有しており、前記クサビ部材は前記上柱と前記下柱との間に挟まれて設けられ、クサビ部材の水平移動により上柱及び下柱が仮柱の軸上で上下移動することにより、仮柱の高さ調整が可能となされていることを特徴とする仮柱構造。 A temporary pillar provided in a building, the temporary pillar is composed of an upper pillar, a lower pillar, and a wedge member, the upper pillar and the lower pillar are provided on the same axis of the temporary pillar, and the wedge member has at least an upper surface and a lower surface. The contact surface of the upper column and the lower column with the wedge member has an inclined surface having the same gradient as the wedge member, and the wedge member includes the upper column and the lower column. The upper column and the lower column are moved up and down on the axis of the temporary column by the horizontal movement of the wedge member, and the height of the temporary column can be adjusted. Temporary column structure. 前記上柱の下端部又は前記下柱の上端部に保持板及び誘導板が軸方向に沿って設けられ、前記保持板には保持板に直交するボルトが設けられ、そのボルトが前記クサビ部材に螺着され、ボルトの回動に伴いクサビ部材の水平移動がなされ、上柱及び下柱は前記誘導板に沿って移動することで化粧部材の高さ調整が可能となされていることを特徴とする請求項1記載の仮柱構造。   A holding plate and a guide plate are provided along the axial direction at a lower end portion of the upper column or an upper end portion of the lower column, and a bolt perpendicular to the holding plate is provided on the holding plate, and the bolt is attached to the wedge member. It is screwed, the wedge member is horizontally moved with the rotation of the bolt, and the height of the decorative member can be adjusted by moving the upper column and the lower column along the guide plate. The temporary column structure according to claim 1. 柱と床梁と天井梁を箱型に接合してなる建物ユニットであって、少なくとも1個の柱に請求項1又は請求項2記載の仮柱構造を使用していることを特徴とする仮柱付き建物ユニット。   A building unit formed by joining a column, a floor beam and a ceiling beam in a box shape, wherein the temporary column structure according to claim 1 or 2 is used for at least one column. Building unit with columns. 柱と床梁と天井梁を箱型に接合してなる建物ユニットを隣接配置させて構築するユニット建物の施工において、上記建物ユニットの少なくとも1個を請求項3記載の仮柱付き建物ユニットとし、仮柱付き建物ユニットと隣接配置された建物ユニットとを同寸法の高さに設定して据付を行ない、その後、仮柱の高さの縮減を行って、仮柱を取外すことを特徴とするユニット建物の施工方法。   In the construction of a unit building constructed by adjoining a building unit formed by joining a column, a floor beam and a ceiling beam in a box shape, at least one of the building units is a building unit with a temporary column according to claim 3, A unit characterized in that a building unit with a temporary column and a building unit placed adjacent to each other are set to the same height and then installed, and then the height of the temporary column is reduced and the temporary column is removed. Building construction method.
JP2005095456A 2005-03-29 2005-03-29 Temporary column structure, building unit with temporary column, and method of constructing unit building Expired - Fee Related JP4669725B2 (en)

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Publication number Priority date Publication date Assignee Title
JP2014062597A (en) * 2012-09-21 2014-04-10 Kayaba Ind Co Ltd Suspension device
AU2013201693B2 (en) * 2010-03-03 2015-03-19 Modconnect Group Pty Ltd Improvements in prefabricated modular building units
JP2016008404A (en) * 2014-06-23 2016-01-18 パナソニックIpマネジメント株式会社 Spacer

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JPS6466330A (en) * 1987-09-08 1989-03-13 Takenaka Komuten Co Method of constructing filling type steel-pipe concrete structure
JP2002349071A (en) * 2001-05-24 2002-12-04 Dai Nippon Construction Erection adjusting tool for pillar and erecting method
JP2003261985A (en) * 2002-03-07 2003-09-19 Misawa Homes Co Ltd Building unit and work execution method for building

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Publication number Priority date Publication date Assignee Title
JPS6466330A (en) * 1987-09-08 1989-03-13 Takenaka Komuten Co Method of constructing filling type steel-pipe concrete structure
JP2002349071A (en) * 2001-05-24 2002-12-04 Dai Nippon Construction Erection adjusting tool for pillar and erecting method
JP2003261985A (en) * 2002-03-07 2003-09-19 Misawa Homes Co Ltd Building unit and work execution method for building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU2013201693B2 (en) * 2010-03-03 2015-03-19 Modconnect Group Pty Ltd Improvements in prefabricated modular building units
JP2014062597A (en) * 2012-09-21 2014-04-10 Kayaba Ind Co Ltd Suspension device
JP2016008404A (en) * 2014-06-23 2016-01-18 パナソニックIpマネジメント株式会社 Spacer

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