JP2019065578A - Sill supporting device and use of the same - Google Patents

Sill supporting device and use of the same Download PDF

Info

Publication number
JP2019065578A
JP2019065578A JP2017191902A JP2017191902A JP2019065578A JP 2019065578 A JP2019065578 A JP 2019065578A JP 2017191902 A JP2017191902 A JP 2017191902A JP 2017191902 A JP2017191902 A JP 2017191902A JP 2019065578 A JP2019065578 A JP 2019065578A
Authority
JP
Japan
Prior art keywords
base
foundation
support
supports
contact
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2017191902A
Other languages
Japanese (ja)
Other versions
JP6619786B2 (en
Inventor
源美 松▲崎▼
Motomi Matsuzaki
源美 松▲崎▼
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2017191902A priority Critical patent/JP6619786B2/en
Publication of JP2019065578A publication Critical patent/JP2019065578A/en
Application granted granted Critical
Publication of JP6619786B2 publication Critical patent/JP6619786B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

To provide a sill supporting device and use of the sill supporting device in which work can be performed easily even when mounting a sill directly on a foundation.SOLUTION: A sill supporting device 1 comprises: a plate-shaped carrying portion 10 carrying a sill; an engaging portion 11 hanging from one end portion of the carrying portion 10 and engaging with one side face of a foundation; a contact portion 14 disposed at a position hung from the other end side of the carrying portion 10 and with a distance from the engaging portion 11 and coming in contact with the other side face of the foundation; and a brace portion 12 constructed between the contact portion 14 and the other end portion of the carrying portion 10. A length dimension of the carrying portion 10 is made larger than a thickness dimension of the foundation. The foundation is to be inserted between the engaging portion 11 and the contact portion 14.SELECTED DRAWING: Figure 1

Description

本発明は、建物の基礎に土台を固定する際に用いられる土台支持具、及び該土台支持具の使用に関する。   The present invention relates to a base support used in securing a base to a building base and to the use of the base support.

住宅といった建物を建築するには建築地に、適宜の厚さになしたコンクリート製の基礎を立設し、この基礎上に角柱状の土台を固定している。   In order to build a building such as a house, a concrete base of appropriate thickness is erected on the building site, and a prismatic base is fixed on this base.

図6は基礎に土台を固定する従来の施工方法を説明する説明図であり、図中、30は基礎を、また、Dは土台を示している。基礎30は数十cm程度の高さ寸法及び十数cm前後の厚さ寸法を有しており、建物の輪郭に倣って延設されている。この基礎30の天端31であって、厚さ方向の略中央の位置を通る線上には、複数のアンカーボルトB,B,…が互いに適宜の距離を隔てて立設してある。また、土台Dは、基礎30の厚さ寸法以下になした幅寸法を有する角柱を横臥させて構成してある。   FIG. 6 is an explanatory view for explaining a conventional construction method for fixing a foundation to a foundation, in which 30 indicates a foundation and D indicates a foundation. The foundation 30 has a height of about several tens of cm and a thickness of about several tens of cm, and is extended according to the outline of the building. A plurality of anchor bolts B, B,... Are erected at an appropriate distance from each other on a line passing through a substantially central position in the thickness direction, which is the top end 31 of the foundation 30. Further, the base D is configured by laying a prism having a width that is equal to or less than the thickness of the base 30.

かかる基礎30に土台Dを固定するには、少なくとも二人の作業員H,Hが土台Dの両端側をそれぞれ保持して土台Dの長手方向を基礎30の延設方向の姿勢になし、当該土台Dの一側縁側を基礎30の天端31に担持させる一方、土台Dの他側縁側を両作業員H,Hの膝にて支持することによって、土台Dを基礎30の天端31と略平行な姿勢に維持する。この状態で、基礎30の天端31に立設された対応するアンカーボルトB,B,…の土台Dの長手方向における位置をそれぞれ決定する。なお、基礎30の長手方向に対する土台Dの配置位置は他の土台(図示せず)との関係に基づいて予め調整しておく。   In order to fix the foundation D to the foundation 30, the at least two workers H and H respectively hold both ends of the foundation D so that the longitudinal direction of the foundation D is in the posture of the foundation 30 in the extending direction, The base D is supported on the top end 31 of the base 30 by supporting the one side edge side of the base D on the top end 31 of the base 30 while supporting the other side edge side of the base D with the knees of both workers H and H. Maintain a nearly parallel posture. In this state, the positions of the corresponding anchor bolts B, B,... Erected at the top end 31 of the foundation 30 in the longitudinal direction of the foundation D are determined. In addition, the arrangement position of the base D with respect to the longitudinal direction of the base 30 is previously adjusted based on the relationship with another base (not shown).

一方、各アンカーボルトB,B,…の基礎30の厚さ方向における位置は予め測定されており、各測定結果に基づいて、対応するアンカーボルトB,B,…の土台Dの幅方向における位置をそれぞれ決定する。そして、いずれかの作業員Hが土台D上に前述した如く決定された各位置に当該土台Dを貫通する貫通孔をそれぞれ開設していた。その後、両作業員H,Hは土台Dの両端部を再び保持して、当該土台Dの各貫通孔内に基礎30の対応するアンカーボルトB,B,…を挿通させ、各アンカーボルトB,B,…の土台Dから突出した端部に図示しないボルトを螺合させることによって、土台Dを基礎30に固定していた。   On the other hand, the position in the thickness direction of the foundation 30 of each anchor bolt B, B, ... is measured in advance, and the position in the width direction of the base D of the corresponding anchor bolt B, ..., based on each measurement result Decide each. Then, at each position determined as described above on the foundation D, any worker H opens a through hole penetrating the foundation D, respectively. Thereafter, both the workers H and H hold the both ends of the base D again, insert the corresponding anchor bolts B, B, ... of the base 30 into the through holes of the base D, and the anchor bolts B, The base D is fixed to the base 30 by screwing a bolt (not shown) to an end projecting from the base D of B,.

一方、後記する特許文献1には、基礎と土台との間に介装させる土台受け金具が開示されている。   On the other hand, Patent Document 1 to be described later discloses a base bracket that is interposed between a base and a base.

図7は、特許文献1に開示された土台受け金具の使用様態を示す縦断面図であり、図中、20は土台受け金具である。なお、図7中、図6に示した部分に対応する部分には同じ番号が付してある。   FIG. 7 is a longitudinal cross-sectional view showing a use mode of the base bracket disclosed in Patent Document 1. In the figure, reference numeral 20 denotes the base bracket. In FIG. 7, parts corresponding to the parts shown in FIG. 6 are given the same reference numerals.

図7に示したように、土台受け金具20は正面視が無底倒立凸形の二段形状をなしており、底板21の中央位置には土台受け金具20の幅方向へ長い長孔が開設してある。底板21の両側にはクランク状に成形してなる側壁22,22が立設してあり、両側壁22,22によって底板21の幅寸法と同じ幅寸法の底部領域25と、底板21の幅寸法より大きい幅寸法になしてあり、土台Dを内嵌させる嵌合領域26とが形成されている。また、両側壁22,22の嵌合領域26に対向する部分には釘又は木ねじ等の固定具を挿通させる複数の挿通孔が開設してある。   As shown in FIG. 7, the base bracket 20 has a two-step shape with a flat bottomed inverted convex shape in a front view, and a long elongated hole in the width direction of the base bracket 20 is opened at the center of the bottom plate 21. Yes. Side walls 22, 22 formed in a crank shape are erected on both sides of the bottom plate 21, and by the side walls 22, 22, a bottom area 25 having the same width dimension as the width dimension of the bottom plate 21 and a width dimension of the bottom plate 21 A larger width dimension is formed, and a fitting area 26 is formed in which the base D is fitted. Further, a plurality of insertion holes through which fasteners such as nails or wood screws are inserted are opened in a portion of the both side walls 22 22 facing the fitting area 26.

基礎30にはアンカーボルトBの下端側が埋設してあり、アンカーボルトBの上端部は基礎30の天端31から突出させてある。かかるアンカーボルトBの上端部を、土台受け金具20の底板21に開設された長孔を貫通させた後、その貫通端部にボルトbを螺合させて土台受け金具20を基礎30に固定する。次いで、土台受け金具20の嵌合領域26に土台Dを内嵌させ、前述した各挿通孔に挿通させた釘又は木ねじ等の固定具K,K,…を土台D内に進入させることによって、土台Dを土台受け金具20に固定するようになっている。   The lower end side of the anchor bolt B is embedded in the base 30, and the upper end of the anchor bolt B is projected from the top end 31 of the base 30. The upper end portion of the anchor bolt B penetrates an elongated hole formed in the bottom plate 21 of the base receiving bracket 20, and then the bolt b is screwed to the through end portion to fix the base receiving bracket 20 to the base 30. . Then, the base D is internally fitted in the fitting area 26 of the base bracket 20, and fixing tools K, K,... Such as nails or wood screws inserted through the above-mentioned insertion holes are advanced into the base D. The base D is fixed to the base bracket 20.

特開2006−46020号公報JP, 2006-46020, A

しかしながら、図6に示した従来の施工方法では、二人以上の作業員が必要であるため、作業効率が低いという問題があった。   However, the conventional construction method shown in FIG. 6 has a problem that the working efficiency is low since two or more workers are required.

一方、図7に示した土台受け金具20にあっては、土台DとアンカーボルトBとの位置合わせが不要のため、作業効率は向上するものの、基礎30と土台Dとの間に複数の土台受け金具20,20,…を介装させた建物にあっては、各土台受け金具20,20,…にかかる荷重が不均一となる。そのような建物に地震というように大きな外力が印加された場合、何れかの土台受け金具20,20,…に過大な力が集中して、当該土台受け金具20,20,…に変形が生じる虞があった。土台受け金具20,20,…に変形が生じると、土台Dの平行が崩れて、建物の傾斜、壁の亀裂といった障害が発生する。   On the other hand, in the case of the base bracket 20 shown in FIG. 7, since the alignment between the base D and the anchor bolt B is unnecessary, the work efficiency is improved, but a plurality of bases are formed between the base 30 and the base D. In a building in which the receiving brackets 20, 20,... Are interposed, the load applied to each of the base receiving brackets 20, 20,. When a large external force such as an earthquake is applied to such a building, an excessive force is concentrated on any of the base receiving brackets 20, 20, ..., and the base receiving brackets 20, 20, ... are deformed. There was a fear. When the base brackets 20, 20, ... are deformed, the parallel of the bases D is broken, and obstacles such as inclination of the building and cracks in the wall occur.

本発明は斯かる事情に鑑みてなされたものであって、土台を基礎上に直接載置する場合であっても、効率的に作業を行うことができる土台支持具、及び当該土台支持具の使用を提供する。   The present invention has been made in view of such circumstances, and it is an object of the present invention to provide a base support capable of efficiently performing work even when the base is placed directly on a base, and the base support. Provide use.

(1)本発明に係る土台支持具は、建物の基礎に着脱可能に取り付けられ、前記基礎の天端に土台を固定するに際して、当該土台を一時的に支持する土台支持具であって、前記土台を担持する板状の担持部と、該担持部の一端部に垂下してあり、前記基礎の一側面に係合させる係合部と、前記担持部の他端側から垂下させた位置であって前記係合部から距離を隔てた位置に配され、前記基礎の他側面に当接させる当接部と、該当接部と前記担持部の他端部との間に架設された方杖部とを備え、前記担持部の長さ寸法は前記基礎の厚さ寸法より大きくしてあり、前記係合部と当接部との間に基礎を嵌入させるように構成してあることを特徴とする。   (1) A base support according to the present invention is a base support which is removably attached to a base of a building and temporarily supports the base when the base is fixed to the top end of the base, A plate-like support portion for supporting a base, an engagement portion suspended to one end of the support portion and engaged with one side surface of the base, and a position suspended from the other end side of the support portion An abutment portion disposed at a distance from the engagement portion and brought into contact with the other side surface of the foundation, and a cane bridged between the abutment portion and the other end of the support portion And the length dimension of the support portion is larger than the thickness dimension of the base, and the base is configured to be fitted between the engagement portion and the contact portion. I assume.

本発明の土台支持具は、建物の基礎に着脱可能に取り付けられ、基礎の天端に土台を固定するに際して、当該土台を一時的に支持するものである。本土台支持具にあっては、土台を担持する平坦な板状の担持部と、該担持部の一端部に垂下してあり、前記基礎の一側面に係合させる係合部とを備えている。また、担持部の他端側から垂下させた位置であって前記係合部から距離を隔てた位置には、基礎の他側面に当接させる当接部が配してあり、この当接部と担持部とは、当該担持部の他端部と当接部との間に架設された方杖部によって連結されている。また、前述した担持部の長さ寸法は、土台支持具を取り付ける基礎の厚さ寸法より大きくしてあり、係合部と当接部との間に基礎を嵌入させるようになしてある。   The base support of the present invention is removably attached to the base of a building, and temporarily supports the base when the base is fixed to the top end of the base. The base support includes a flat plate-like support portion for supporting the base, and an engagement portion suspended from one end of the support portion and engaged with one side surface of the base. There is. In addition, a contact portion to be in contact with the other side surface of the foundation is disposed at a position suspended from the other end side of the support portion and at a distance from the engagement portion, and this contact portion The bearing portion and the carrier portion are connected by a horizontal cane portion that is bridged between the other end of the carrier portion and the contact portion. Further, the length dimension of the above-mentioned support portion is larger than the thickness dimension of the foundation on which the foundation support is mounted, and the foundation is fitted between the engaging portion and the abutment portion.

このような土台支持具にあっては、係合部と当接部との間に基礎を嵌入させて、係合部を当該基礎の一側面に係合させるとともに、当接部を基礎の他側面に当接させる。また、土台支持具の担持部の一部に基礎の天端を当接させる。これによって、土台支持具を基礎に容易に取り付け、また、土台支持具を基礎から容易に取り外すことができる。   In such a base support, the foundation is inserted between the engaging portion and the abutting portion, and the engaging portion is engaged with one side surface of the foundation, and the abutting portion is the other Abut on the side. Also, the top end of the base is brought into contact with a part of the support portion of the base support. This allows the base support to be easily attached to the base and to be easily removed from the base.

このとき、前述したように担持部の長さ寸法は、土台支持具を取り付ける基礎の厚さ寸法より大きくしてあるため、担持部の一部は基礎の天端から外方へ突出する。かかる土台支持具を2つ、基礎の長手方向へ互いに距離を隔てて取り付け、両土台支持具の担持部上に土台を、両土台支持具間に土台を架設するように載置する。このとき、土台はその中心線を含む所定領域が、両担持部の基礎の天端から外方へ突出した部分に位置するように載置することによって、アンカーボルト用の貫通孔を開設する作業を行う際に、基礎が邪魔にならない。   At this time, as described above, since the length dimension of the support portion is larger than the thickness dimension of the base on which the base support is mounted, a part of the support portion protrudes outward from the top end of the base. Two such base supports are mounted at a distance from each other in the longitudinal direction of the base, and the bases are mounted on the supports of both base supports so as to bridge the base between the two base supports. At this time, the base is placed such that a predetermined region including the center line thereof is positioned at a portion projecting outward from the top end of the base of the two support portions, thereby opening the through hole for the anchor bolt. The foundation does not get in the way when doing.

ところで、基礎への両土台支持具の取り付け作業、及び、両土台支持具上への土台の載置作業は一人の作業員で実施することができ、また、基礎に取り付けた両土台支持具によって土台が支持されるため、前述した貫通孔の開設作業も一人の作業員で実施することができる。かかる開設作業が終了すると、両土台支持具から土台を外し、基礎から両土台支持具を取り外した後、土台の貫通孔に基礎に設けられたアンカーボルトを挿通させて、土台を基礎の天端上に載置する。従って、土台を基礎上に直接載置する場合であっても、効率的に作業を行うことができる。   By the way, the work of attaching both foundation supports to the foundation and the work of placing the foundation on both foundation supports can be carried out by a single worker, and by both foundation supports attached to the foundation. Since the foundation is supported, the opening work of the aforementioned through hole can also be carried out by one worker. When the opening operation is completed, the base is removed from both base supports, and both base supports are removed from the base, and then the anchor bolt provided on the base is inserted into the through hole of the base to Place on top. Therefore, even when the foundation is placed directly on the foundation, the work can be performed efficiently.

(2)本発明に係る土台支持具は、前記担持部、係合部、当接部及び方杖部は帯板材にて一体的に構成してあることを特徴とする。   (2) The base support according to the present invention is characterized in that the support portion, the engagement portion, the contact portion and the cane portion are integrally formed of a band plate material.

本発明の土台支持具にあっては、例えば帯板材を屈曲させて、前記担持部、係合部、当接部及び方杖部を一体成形してある。これによって、構造強度が高い土台支持具を得ることができる一方、製造コストを可及的に廉価にすることができる。   In the base support according to the present invention, for example, the band plate material is bent to integrally form the support portion, the engagement portion, the contact portion, and the cane portion. This makes it possible to obtain a foundation support with high structural strength, but at the same time make the manufacturing cost as inexpensive as possible.

(3)本発明に係る土台支持具は、前記係合部と担持部とがなす角は鋭角にしてあることを特徴とする。   (3) The base support according to the present invention is characterized in that an angle formed between the engagement portion and the support portion is an acute angle.

本発明の土台支持具にあっては、前記係合部と担持部とがなす角は鋭角に、好ましくは、75°程度以上85°程度以下にしてある。これによって、係合部が基礎から抜出することなく、強固に係合することができる。   In the base support according to the present invention, the angle formed between the engagement portion and the support portion is an acute angle, preferably about 75 ° or more and about 85 ° or less. By this, the engaging portion can be firmly engaged without being pulled out of the base.

(4)本発明に係る土台支持具は、前記担持部と方杖部とがなす角は40°程度以上50°程度以下になしてあることを特徴とする。   (4) The base support according to the present invention is characterized in that an angle formed by the support portion and the cane portion is about 40 ° to about 50 °.

本発明の土台支持具にあっては、担持部と方杖部とがなす角は40°程度以上50°程度以下になしてある。担持部と方杖部とがなす角が、40°程度未満50°程度を超える場合、いずれも方杖部による担持部の支持力が低く、担持部に担持した土台からの荷重に耐えられない虞がある。   In the base support according to the present invention, the angle formed by the support portion and the cane portion is about 40 ° or more and about 50 ° or less. When the angle formed by the support portion and the cane portion is less than about 40 ° and more than about 50 °, the support force of the support portion by the cane portion is low in any case and can not withstand the load from the base carried on the support portion. There is a risk.

(5)本発明に係る土台支持具の使用は、前記(1)から(4)のいずれかに記載の土台支持具を少なくとも2つ、建物の基礎の長手方向へ互いに距離を隔てて配し、両土台支持具の係合部と当接部との間に前記基礎をそれぞれ嵌入させて、係合部を当該基礎の一側面に係合させるとともに、当接部を前記基礎の他側面に当接させ、また、両土台支持具の担持部の一部を前記基礎の天端に当接させることによって、両土台支持具を基礎に着脱可能に取り付け、これら両土台支持具の担持部上に前記土台を載置することを特徴とする。   (5) In the use of the base support according to the present invention, at least two base supports according to any of the above (1) to (4) are arranged at a distance from each other in the longitudinal direction of the foundation of the building. The foundation is inserted between the engagement portion and the abutment portion of both foundation supports, and the engagement portion is engaged with one side surface of the foundation while the abutment portion is on the other side surface of the foundation The base supports are detachably attached to the base by bringing the base supports into contact with each other by bringing a part of the supports of the base supports into contact with the top end of the base. The base is placed on the

本発明の土台支持具の使用にあっては、前記(1)から(4)のいずれかに記載の土台支持具を少なくとも2つ、建物の基礎の長手方向へ互いに距離を隔てて配し、両土台支持具の係合部と当接部との間に前記基礎をそれぞれ嵌入させて、係合部を当該基礎の一側面に係合させるとともに、当接部を前記基礎の他側面に当接させ、また、両土台支持具の担持部の一部を前記基礎の天端に当接させることによって、両土台支持具を基礎に着脱可能に取り付け、これら両土台支持具の担持部上に前記土台を載置するため、前同様、土台を基礎上に直接載置する場合であっても、効率的に作業を行うことができる。   In the use of the base support according to the present invention, at least two base supports according to any one of the above (1) to (4) are disposed at a distance from each other in the longitudinal direction of the foundation of the building, The foundation is inserted between the engagement portion and the abutment portion of both foundation supports, and the engagement portion is engaged with one side of the foundation while the abutment portion is placed against the other side of the foundation. Both base supports are releasably attachable to the base by bringing them in contact with each other and bringing part of the supports of both base supports into contact with the top end of the base, and on the supports of both base supports. Since the base is placed, as in the case before, even when the base is placed directly on the base, work can be performed efficiently.

(6)本発明に係る土台支持具の使用は、両土台支持具の担持部であって基礎上に位置する部分に前記土台の一側側を担持させ、両土台支持具の担持部であって基礎から延出した部分に、前記土台の他側側を担持させることを特徴とする。   (6) The use of the base support according to the present invention is a support of both base supports, one side of the base being supported by a portion located on the base, and the support of both base supports It is characterized in that the other side of the base is carried by the part extended from the base.

本発明の土台支持具の使用にあっては、両土台支持具の担持部であって基礎上に位置する部分に前記土台の一側側を担持させ、両土台支持具の担持部であって基礎から延出した部分に、前記土台の他側側を担持させる。これによって、土台の一側側は基礎によって支持されることとなり、土台から土台支持具へ印加される荷重が軽減される。そのため、土台支持具の劣化が軽減される一方、土台支持具の方杖部及び当接部を介して基礎の他側面に印加される荷重も軽減され、基礎の他側面に疵等が発生することが防止される。   In the use of the base support according to the present invention, the support part of both base supports is supported by one side of the base on the part located on the base, and the support part of both base supports is The other side of the base is carried by the part extended from the base. By this, one side of the base is supported by the base, and the load applied from the base to the base support is reduced. Therefore, while the deterioration of the base support is reduced, the load applied to the other side of the base via the cane portion and the contact portion of the base support is also reduced, and wrinkles and the like are generated on the other side of the base Is prevented.

本発明に係る土台支持具の正面図である。It is a front view of a base support concerning the present invention. 本発明に係る土台支持具の側面図である。It is a side view of a base support concerning the present invention. 本発明に係る土台支持具の平面図である。It is a top view of a base support concerning the present invention. 図1〜図3に示した土台支持具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of the base support shown in FIGS. 図1〜図3に示した土台支持具の使用状態を示す斜視図である。It is a perspective view which shows the use condition of the base support shown in FIGS. 基礎に土台を固定する従来の施工方法を説明する説明図である。It is an explanatory view explaining the conventional construction method which fixes a foundation to a foundation. 特許文献1に開示された土台受け金具の使用様態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the usage condition of the base receiving bracket disclosed by patent document 1. FIG.

本発明に係る土台支持具を図面に基づいて詳述する。
なお、本実施の形態で説明する土台支持具は、本発明の趣旨を説明する一例であり、本発明はその趣旨を逸脱しない範囲での変形や改造を含むことはいうまでもない。
The base support according to the present invention will be described in detail based on the drawings.
The base support described in the present embodiment is an example for explaining the gist of the present invention, and it goes without saying that the present invention includes modifications and alterations without departing from the gist.

図1〜図3は本発明に係る土台支持具の正面図、側面図及び平面図である。なお、これらの図中、互いに対応する部分には同じ番号が付してある。   1 to 3 are a front view, a side view and a plan view of a base support according to the present invention. In these figures, parts corresponding to each other are denoted by the same reference numerals.

図1〜図3に示したように、土台支持具1は、金属製又は合成樹脂製等、適宜強度を有する材料を成形してなる帯板材の一端部を屈曲させて後述するように基礎に係合するための係合部11が形成してあり、この係合部11に連なる部分は土台を担持する担持部10になしてある。すなわち、担持部10の一端部に係合部11が垂下されている。   As shown in FIGS. 1 to 3, the base support 1 is formed by bending one end portion of a band plate material formed by appropriately forming a material having strength, such as metal or synthetic resin, as described later. An engaging portion 11 for engagement is formed, and a portion connected to the engaging portion 11 is a carrier 10 for supporting a base. That is, the engaging portion 11 is suspended at one end of the carrier 10.

ここで、係合部11の長さ寸法は20mm程度以上50mm程度以下になしてある。係合部11の長さ寸法が20mm程度未満である場合、基礎に対して所要の係合力を得ることができず、作業中に土台支持具1が基礎から外れる虞がある。一方、係合部11の長さ寸法が50mm程度を超えると、係合部11の構造強度が低下し、また強度土台支持具1を基礎に係合させる作業に支障を来す虞がある。これに対して、係合部11の長さ寸法が20mm程度以上50mm程度以下である場合、基礎に対して十分な係合力を有するため、作業中に土台支持具1が基礎から外れることが防止されるとともに、土台支持具1を基礎に係合させる作業を円滑に実施することができる。   Here, the length dimension of the engaging portion 11 is about 20 mm or more and about 50 mm or less. If the length dimension of the engagement portion 11 is less than about 20 mm, a required engagement force can not be obtained with respect to the foundation, and the foundation support 1 may be detached from the foundation during work. On the other hand, when the length dimension of the engagement portion 11 exceeds about 50 mm, the structural strength of the engagement portion 11 is reduced, and there is a possibility that the operation of engaging the strength foundation support 1 with the foundation may be hindered. On the other hand, when the length dimension of the engagement portion 11 is about 20 mm or more and about 50 mm or less, the base support 1 is prevented from being detached from the base during work since it has a sufficient engagement force with the base. At the same time, the operation of engaging the base support 1 with the base can be carried out smoothly.

また、係合部11と担持部10とがなす角αは鋭角になしてあり、これによって係合部11の先端が基礎の一側面に強固に係合して、係合部11が基礎から抜出することが防止される。具体的には、角αの角度は75°程度以上85°程度以下になしてある。角αの角度が75°程度未満、又は、角αの角度が85°程度を超える場合、係合部11の先端の基礎側面への係合力が低下するため、係合部11が基礎から抜出する虞がある。   Further, the angle α between the engaging portion 11 and the carrying portion 10 is an acute angle, whereby the tip end of the engaging portion 11 is firmly engaged with one side surface of the base, and the engaging portion 11 is from the base Extraction is prevented. Specifically, the angle α is about 75 ° or more and about 85 ° or less. If the angle α is less than about 75 ° or if the angle α exceeds about 85 °, the engagement force of the tip of the engagement portion 11 to the base side is reduced, so the engagement portion 11 is removed from the base There is a risk of getting out.

なお、係合部11の先端部に軟質部材を着脱可能に取り付ける構成にしてもよい。これによって、係合部11の先端部による基礎の一側面への疵等の発生を回避することができる。   The soft member may be detachably attached to the distal end portion of the engaging portion 11. By this, generation | occurrence | production of the wrinkles etc. to the one side of the foundation by the front-end | tip part of the engaging part 11 can be avoided.

一方、前述した担持部10の長さは、そこに担持させる土台の幅寸法に応じて300mm程度の適宜の寸法になしてあり、これによって担持部10は、土台全体を安定して担持することができるようになっている。   On the other hand, the length of the supporting portion 10 described above is appropriately set to about 300 mm in accordance with the width dimension of the base to be supported thereon, whereby the supporting portion 10 stably supports the entire base. It is possible to

なお、担持部10の土台を担持する面に複数の溝を形成しておき、又は、担持部10の土台を担持する面にゴム材といった弾性部材を取り付けて、担持部10上に載置される土台が担持部10の前記面内でずれることを防止し得る構成にしてもよい。後者の場合、担持部10の土台を担持する面が弾性を有するため、そこに担持される土台に印加される衝撃を吸収することもでき、好適である。   Note that a plurality of grooves are formed in the surface of the support portion 10 on which the base is supported, or an elastic member such as a rubber material is attached to the surface of the support portion 10 on which the base is supported. It may be configured to be able to prevent the base from shifting in the plane of the support portion 10. In the case of the latter, since the surface of the support portion 10 supporting the base has elasticity, it is possible to absorb an impact applied to the base supported thereon, which is preferable.

なお、前述した帯板材の幅寸法は40mm程度以上100mm程度以下になしてある。これによって、土台支持具1について所要の構造強度を担保することができ、また、土台支持具1の持ち運び、基礎への設置及び保管等を円滑に行うことができる。これに対して、帯板材の幅寸法が40mm程度未満の場合、所要の構造強度を得ることができず、また、帯板材の幅寸法が100mm程度を超えると、土台支持具1の質量及び嵩が過大であるため、土台支持具1の持ち運び、基礎への設置及び保管等に支障を来す。   In addition, the width dimension of the band plate material mentioned above is about 40 mm or more and about 100 mm or less. Thereby, the required structural strength of the base support 1 can be secured, and carrying of the base support 1, installation on the base, storage, etc. can be smoothly performed. On the other hand, when the width dimension of the band plate is less than about 40 mm, the required structural strength can not be obtained, and when the width dimension of the band plate exceeds about 100 mm, the mass and bulk of the base support 1 Is an excessive factor, which hinders the carrying of the base support 1, installation and storage on the base, and the like.

担持部10から係合部11とは反対側へ延設された部分は、係合部11と同じ側へ屈曲させて、担持部10を支持する方杖部12になしてあり、該方杖部12から担持部10とは反対側へ延設された部分は、前記担持部10に対して略直交する姿勢に屈曲させて、基礎の他側面に当接させる当接部14になしてある。   The portion extending from the carrier 10 to the opposite side to the engaging portion 11 is bent to the same side as the engaging portion 11 to form a lateral cane 12 for supporting the carrier 10 The portion extending from the portion 12 to the opposite side to the support portion 10 is a contact portion 14 which is bent in a posture substantially orthogonal to the support portion 10 and abuts on the other side surface of the base .

ここで、方杖部12と担持部10とがなす角βの角度は40°程度以上50°程度以下になしてあり、当接部14が当接する基礎の他側面と担持部10との間に斜材として作用する。角βの角度が40°程度未満50°程度を超える場合、いずれも方杖部12による担持部10の支持力が低く、土台からの荷重に耐えられない虞がある。   Here, the angle β between the cane portion 12 and the support portion 10 is about 40 ° to about 50 °, and it is between the support portion 10 and the other side surface of the foundation against which the contact portion 14 abuts Act as a diagonal material. When the angle β is less than about 40 ° and more than about 50 °, the supporting force of the support portion 10 by the cane portion 12 is low in any case, and there is a possibility that the load from the base can not be received.

一方、当接部14の長さ寸法は100mm程度以上250mm程度以下になしてあり、これによって、当接部14から基礎に印加される荷重を十分に分散させて、基礎の他側面への疵の発生を回避することができ、また、土台支持具1の持ち運び、基礎への設置及び保管等を円滑に行うことができる。これに対して、当接部14の長さ寸法が100mm程度未満の場合、当接部14から基礎に印加される荷重が集中して、当接部14が当接した基礎の他側面に疵が発生する虞があり、また、当接部14の長さ寸法が250mm程度を超える場合、土台支持具1の質量及び嵩が過大となり、土台支持具1の持ち運び、基礎への設置及び保管等に支障を来す。   On the other hand, the length dimension of the contact portion 14 is about 100 mm or more and about 250 mm or less, whereby the load applied from the contact portion 14 to the base is sufficiently dispersed, In addition, it is possible to smoothly carry the base support 1, install it on the base, store it, and the like. On the other hand, when the length dimension of the contact portion 14 is less than about 100 mm, the load applied to the base from the contact portion 14 is concentrated, and the other side surface of the base against which the contact portion 14 abuts When the length dimension of the contact portion 14 exceeds about 250 mm, the mass and bulk of the base support 1 become excessive, and the base support 1 can be carried, installed on a base, stored, etc. Interfere with

ところで、当接部14と前述した係合部11との間は、基礎の厚さ寸法に応じて、即ち、基礎の厚さ寸法より少し大きい寸法にしてあり、これによって両者間に基礎を嵌入させるようになっている。このように、当接部14と係合部11との間の寸法は、基礎の厚さ寸法より少し大きくしてあればよいが、例えば、当接部14と係合部11の先端との間の寸法が120数mmであると好適である。我国の住宅の基礎にあっては多くの場合、基礎の幅寸法は120mmに設定してあるため、当接部14と係合部11の先端との間の寸法が120数mmである場合、当接部14と係合部11との間に基礎を嵌入させた際に、土台支持具1にガタが発生し難く、後述するように土台に貫通孔を開設させる作業を円滑に実施することができる。   By the way, between the contact part 14 and the engaging part 11 mentioned above is made a size slightly larger than the thickness size of the foundation according to the thickness size of the foundation, thereby inserting the foundation between the two. It is supposed to Thus, the dimension between the contact portion 14 and the engagement portion 11 may be slightly larger than the thickness dimension of the foundation, but, for example, the contact portion 14 and the tip of the engagement portion 11 It is preferable that the dimension between them is 120 and several mm. Since the width dimension of the foundation is set to 120 mm in many cases on the basis of a house in Japan, if the dimension between the contact portion 14 and the tip of the engagement portion 11 is 120 mm or less, When the base is inserted between the contact portion 14 and the engagement portion 11, rattle is not easily generated in the base support 1, and the work of opening the through hole in the base as described later is smoothly performed. Can.

なお、基礎の幅寸法はいくつかの値があるため、それらの寸法値に応じて、当接部14と係合部11の先端との間の寸法を設定した複数種類の土台支持具1,1,…を予め準備しておいてもよい。   In addition, since the width dimension of the foundation has several values, a plurality of types of foundation supporting members 1, 1 having dimensions set between the contact portion 14 and the tip of the engagement portion 11 are set according to the dimension values thereof. It may be prepared in advance.

一方、当接部14の基礎の側面に当接させる面に、弾性部材又は軟質部材を着脱可能に取り付ける構成にしてもよい。これによって、当接部14による基礎の他側面への疵等の発生を回避することができる。   On the other hand, the elastic member or the soft member may be detachably attached to the surface of the contact portion 14 that is to be in contact with the side surface of the base. By this, generation | occurrence | production of the wrinkles etc. to the other side of the foundation by the contact part 14 can be avoided.

このような土台支持具1を用い、次のようにして土台に貫通孔を開設する。   Using such a base support 1, a through hole is opened in the base as follows.

図4及び図5は図1〜図3に示した土台支持具1の使用状態を示す斜視図であり、図4は土台を支持させる前の状態を、また図5は土台を支持させた後の状態をそれぞれ示している。なお、両図中、図1〜図3に示した各部分に対応する部分には同じ番号を付して、その説明を省略する。   4 and 5 are perspective views showing the use condition of the base support 1 shown in FIGS. 1 to 3, FIG. 4 shows the state before supporting the base and FIG. 5 shows the state after supporting the base Shows the state of. In addition, the same number is attached to the part corresponding to each part shown to FIGS. 1-3 in both figures, The description is abbreviate | omitted.

数十cm程度の高さ寸法及び十数cm前後の厚さ寸法を有する基礎30が、建物の輪郭に倣って延設されている。この基礎30の天端(上面)31であって、厚さ方向の略中央の位置を通る線上には、複数のアンカーボルトB,B,…が互いに適宜の距離を隔てて立設してある。   A foundation 30 having a height of about several tens of cm and a thickness of about several tens of cm is extended following the outline of the building. A plurality of anchor bolts B, B,... Are erected at an appropriate distance from each other on a line passing through a substantially central position in the thickness direction, which is a top end (upper surface) 31 of the foundation 30. .

図4に示したように、基礎30に少なくとも2個の土台支持具1,1が、当該基礎30の長手方向へ互いに適宜距離を隔てて着脱可能に取り付けてある。具体的には、土台支持具1の前述した当接部14と係合部11との間に基礎30を嵌入させることによって、前記係合部11を基礎30の一側面に係合させるとともに、前記当接部14を基礎30の他側面に当接させ、更に土台支持具1の担持部10を基礎30の天端31に当接させてある。なお、土台支持具1,1は基礎30の長手方向であって、アンカーボルトB,B,…が設けていない位置に取り付ける。   As shown in FIG. 4, at least two base supports 1, 1 are detachably attached to the base 30 at appropriate distances from one another in the longitudinal direction of the base 30. Specifically, the engagement portion 11 is engaged with one side surface of the foundation 30 by inserting the foundation 30 between the contact portion 14 and the engagement portion 11 of the foundation support 1 described above, The contact portion 14 is in contact with the other side surface of the base 30, and the support portion 10 of the base support 1 is in contact with the top end 31 of the base 30. The base supports 1 and 1 are attached in the longitudinal direction of the base 30 and at positions where the anchor bolts B, B,... Are not provided.

前述したように土台支持具1の担持部10の長さ寸法は、基礎30の幅寸法の2倍以上長くしてあり、従って図4に示したように、担持部10の係合部11とは反対側は基礎30の他側面から外方へ突出した様態になっている。この担持部10の突出した部分は方杖部12及び基礎30の他側面に当接した当接部14によって支持されており、担持部10はその全領域で基礎30の天端31と平行な姿勢に保持されている。   As described above, the length dimension of the support portion 10 of the base support 1 is longer than twice the width dimension of the foundation 30, and accordingly, as shown in FIG. The other side is projected outward from the other side of the foundation 30. The projecting portion of the support portion 10 is supported by a contact portion 14 abutting on the other side surface of the cane portion 12 and the base 30, and the support portion 10 is parallel to the top end 31 of the base 30 in its entire area. It is held in posture.

このようにして両土台支持具1,1を基礎30に取り付けた後、図5に示したように、横臥させた土台Dを土台支持具1,1の担持部10,10上に載置する。このとき、土台Dの一側側は両担持部10,10の基礎30上の領域に位置し、また土台Dの他側側は両担持部10,10の基礎30から突出した領域に位置するよう配置するが、図5に示したように、土台Dの中心線を含む適宜の領域が、両担持部10,10の基礎30から突出した領域に位置するようになす。これによって、電動ドリル等を用いて土台Dの所要位置にアンカーボルトB,B,…を挿通させるための貫通孔を開設する際に、電動ドリルの刃が基礎30に接触することが防止される。   After the two base supports 1, 1 are thus attached to the base 30, as shown in FIG. 5, the laid base D is placed on the support portions 10, 10 of the base supports 1, 1. . At this time, one side of the base D is located in an area on the base 30 of both the carriers 10 and 10, and the other side of the base D is located in an area projecting from the base 30 for both the carriers 10 and 10. However, as shown in FIG. 5, an appropriate area including the center line of the base D is located in the area protruding from the base 30 of the both carriers 10, 10. This prevents the blade of the electric drill from coming into contact with the foundation 30 when the through holes for inserting the anchor bolts B, B,. .

基礎30に設けられたアンカーボルトB,B,…の基礎30の中心線からの位置は、例えば基礎30の天端31に付した逃げ墨を用いた測定値に基づいて予め求められており、土台Dに付された当該土台Dの中心線及び各アンカーボルトB,B,…の基礎30の中心線からの位置、並びに土台支持具1,1によって支持された土台Dと該土台Dに対向する各アンカーボルトB,B,…の位置から、当該土台Dに開設すべき各貫通孔の位置をそれぞれ決定し、決定した各位置において土台Dに貫通孔をそれぞれ開設する。なお、各貫通孔の直径はアンカーボルトB,B,…の直径より僅かに大きくなす。   The positions from the center line of the foundation 30 of the anchor bolts B, B,... Provided on the foundation 30 are determined in advance based on, for example, measurement values using relief ink attached to the top end 31 of the foundation 30, The center line of the base D attached to the base D and the positions of the anchor bolts B, B, ... from the center line of the base 30 and the base D supported by the base supports 1 and 1 face the base D From the positions of the anchor bolts B, B, ..., the positions of the through holes to be opened in the base D are respectively determined, and the through holes are opened in the base D at each determined position. The diameter of each through hole is slightly larger than the diameter of the anchor bolts B, B,.

土台Dに各貫通孔が開設されると、当該土台Dを両土台支持具1,1から外した後、両土台支持具1,1を基礎30から取り外す。前述した如く土台支持具1の当接部14と係合部11との間に基礎30を嵌入させることによって、土台支持具1を基礎30に取り付けてあるため、土台支持具1,1を基礎30から容易に取り外すことができる。このようにして、土台支持具1,1を基礎30から取り外した後、土台Dを基礎30の天端31上に位置させ、土台Dの各貫通孔に基礎30の各アンカーボルトB,B,…を挿通させ、アンカーボルトB,B,…の土台Dから突出した部分に座金(図示せず)を外嵌させ、ボルト絞めすることによって、土台Dを基礎30に固定する。   When the respective through holes are opened in the base D, after removing the base D from the both base supports 1, 1, the both base supports 1, 1 are removed from the base 30. Since the base support 1 is attached to the base 30 by inserting the base 30 between the contact portion 14 and the engagement portion 11 of the base support 1 as described above, the base support 1, 1 is used as a base 30 can be easily removed. Thus, after removing the base supports 1, 1 from the base 30, the base D is positioned on the top end 31 of the base 30, and the respective anchor bolts B, B, Are inserted and washers (not shown) are externally fitted to the portions of the anchor bolts B, B,... Projecting from the base D, and the base D is fixed to the base 30 by bolt tightening.

このような土台支持具1にあっては、前述した土台Dを基礎30の天端31上に位置させ、土台Dの各貫通孔に基礎30の各アンカーボルトB,B,…を挿通させる作業以外の各作業、即ち、基礎30への土台支持具1,1の取り付け作業、基礎30に取り付けた土台支持具1,1上への土台Dの載置作業、当該土台Dへの各貫通孔の開設作業、並びに、座金及びボルトによって土台Dを固定する作業は一人の作業員で実施することができる。従って、作業効率が高い。   In such a base support 1, the above-described base D is positioned on the top end 31 of the base 30, and the respective anchor bolts B, B,. Other than each operation, that is, mounting work of the base support 1, 1 on the base 30, mounting work of the base D on the base support 1, 1 mounted on the base 30, each through hole to the base D The opening operation of and the operation of fixing the base D by washers and bolts can be performed by one worker. Therefore, the work efficiency is high.

また、土台支持具Dの当接部14と係合部11との間に基礎30を嵌入させることによって、係合部11を基礎30の一側面に係合させるとともに、当接部14を基礎30の他側面に当接させることによって、土台支持具1を基礎30に取り付けることができるため、土台支持具1の基礎30への取り付け作業を容易に行うことができ、更に、土台支持具1を基礎30から取り外す作業も容易に行うことができる。   Further, by fitting the foundation 30 between the contact portion 14 and the engagement portion 11 of the base support D, the engagement portion 11 is engaged with one side surface of the foundation 30, and the contact portion 14 is formed as a foundation. Since the base support 1 can be attached to the base 30 by bringing the base support 30 into contact with the other side of the base 30, the mounting operation of the base support 1 to the base 30 can be easily performed. It is also easy to remove the base 30 from the base 30.

更に、土台支持具1を基礎30に取り付ける場合、土台支持具1の担持部10を基礎30の天端31に当接させる構成になしてあるため、前述したように土台Dの一側側は両担持部10,10の基礎30上の領域に位置するよう配置すると、土台Dの一側側は基礎30によって支持されることとなり、土台Dから土台支持具1へ印加される荷重が軽減される。これによって、土台支持具1の劣化が軽減される一方、土台支持具1の方杖部12及び当接部14を介して基礎30の他側面に印加される荷重も軽減されるため、基礎30の他側面に疵等が発生することが防止される。   Furthermore, when the base support 1 is attached to the base 30, the support portion 10 of the base support 1 is in contact with the top end 31 of the base 30, so as described above, one side of the base D is When arranged so as to be located in the region on the base 30 of both the support portions 10, 10, one side of the base D is supported by the base 30, and the load applied from the base D to the base support 1 is reduced. Ru. As a result, the deterioration of the base support 1 is alleviated, while the load applied to the other side of the base 30 via the lateral cane 12 and the abutment 14 of the base support 1 is also reduced. It is prevented that wrinkles etc. occur on the other side.

なお、本実施の形態では、帯板材を用いて担持部10、係合部11、方杖部12及び当接部14を一体成形してなる土台支持具1について説明したが、本発明はこれに限らず、担持部10、係合部11、方杖部12及び当接部14に対応する部品を作成しておき、それらを溶接等により固着させて形成してもよい。その場合、担持部10、係合部11、方杖部12及び当接部14の幅寸法は互いに異ならせることができる。例えば、係合部11及び当接部14の幅寸法を担持部10の幅寸法より大きくする。これによって、係合部11の基礎30への係合力をより向上させる一方、当接部14から基礎30に印加される荷重を更に分散させることができる。   In the present embodiment, the base support 1 is described in which the support portion 10, the engagement portion 11, the side cane portion 12, and the contact portion 14 are integrally formed using a band plate material, but the present invention is not limited thereto. Not limited to the above, parts corresponding to the support portion 10, the engagement portion 11, the lateral wand portion 12 and the contact portion 14 may be prepared and fixed by welding or the like. In that case, the width dimensions of the carrier portion 10, the engagement portion 11, the square bar portion 12 and the contact portion 14 can be made different from one another. For example, the width dimension of the engaging portion 11 and the contact portion 14 is made larger than the width dimension of the carrier portion 10. By this, while the engagement force to foundation 30 of engaging part 11 is raised more, the load applied to foundation 30 from contact part 14 can be distributed further.

1 土台支持具
10 担持部
11 係合部
12 方杖部
14 当接部
30 基礎
31 天端
B アンカーボルト
D 土台
DESCRIPTION OF SYMBOLS 1 base support 10 carrier part 11 engaging part 12 side cane part 14 contact part 30 foundation 31 top end B anchor bolt D base

Claims (6)

建物の基礎に着脱可能に取り付けられ、前記基礎の天端に土台を固定するに際して、当該土台を一時的に支持する土台支持具であって、
前記土台を担持する板状の担持部と、
該担持部の一端部に垂下してあり、前記基礎の一側面に係合させる係合部と、
前記担持部の他端側から垂下させた位置であって前記係合部から距離を隔てた位置に配され、前記基礎の他側面に当接させる当接部と、
該当接部と前記担持部の他端部との間に架設された方杖部とを
備え、
前記担持部の長さ寸法は前記基礎の厚さ寸法より大きくしてあり、前記係合部と当接部との間に基礎を嵌入させるように構成してある
ことを特徴とする土台支持具。
A base support which is removably attached to a base of a building and temporarily supports the base when the base is fixed to the top end of the base,
A plate-like support portion for supporting the base;
An engagement portion suspended at one end of the support portion and engaged with one side surface of the base;
An abutment portion which is disposed at a position hanging down from the other end side of the carrying portion and at a distance from the engaging portion and which is made to abut on the other side surface of the base;
And a cane portion installed between the contact portion and the other end of the support portion,
A base support characterized in that a length dimension of the support portion is larger than a thickness dimension of the base, and the base is fitted between the engaging portion and the contact portion. .
前記担持部、係合部、当接部及び方杖部は帯板材にて一体的に構成してある請求項1記載の土台支持具。   The base support according to claim 1, wherein the support portion, the engagement portion, the contact portion, and the cane portion are integrally formed of a band plate material. 前記係合部と担持部とがなす角は鋭角にしてある請求項1又は2記載の土台支持具。   The base support according to claim 1 or 2, wherein an angle formed by the engagement portion and the support portion is an acute angle. 前記担持部と方杖部とがなす角は40°程度以上50°程度以下になしてある請求項1から3のいずれかに記載の土台支持具。   The base support according to any one of claims 1 to 3, wherein an angle formed by the support portion and the cane portion is about 40 ° to 50 °. 請求項1から4のいずれかに記載の土台支持具を少なくとも2つ、建物の基礎の長手方向へ互いに距離を隔てて配し、
両土台支持具の係合部と当接部との間に前記基礎をそれぞれ嵌入させて、係合部を当該基礎の一側面に係合させるとともに、当接部を前記基礎の他側面に当接させ、また、両土台支持具の担持部の一部を前記基礎の天端に当接させることによって、両土台支持具を基礎に着脱可能に取り付け、
これら両土台支持具の担持部上に前記土台を載置する
ことを特徴とする土台支持具の使用。
At least two of the base supports according to any of claims 1 to 4 are arranged at a distance from one another in the longitudinal direction of the foundation of the building,
The foundation is inserted between the engagement portion and the abutment portion of both foundation supports, and the engagement portion is engaged with one side of the foundation while the abutment portion is placed against the other side of the foundation. The base supports are detachably attached to the base by bringing them into contact with each other and bringing part of the supports of the base supports into contact with the top end of the base,
Use of a base support characterized in that the base is placed on the supports of these two base supports.
両土台支持具の担持部であって基礎上に位置する部分に前記土台の一側側を担持させ、両土台支持具の担持部であって基礎から延出した部分に、前記土台の他側側を担持させる請求項5記載の土台支持具の使用。
The support portion of both foundation supports, one side of the foundation is supported by the portion located on the foundation, and the support portion of both foundation supports is a portion extending from the foundation, the other side of the foundation Use of the base support according to claim 5, wherein the side is carried.
JP2017191902A 2017-09-29 2017-09-29 Base support Active JP6619786B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2017191902A JP6619786B2 (en) 2017-09-29 2017-09-29 Base support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2017191902A JP6619786B2 (en) 2017-09-29 2017-09-29 Base support

Publications (2)

Publication Number Publication Date
JP2019065578A true JP2019065578A (en) 2019-04-25
JP6619786B2 JP6619786B2 (en) 2019-12-11

Family

ID=66340280

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2017191902A Active JP6619786B2 (en) 2017-09-29 2017-09-29 Base support

Country Status (1)

Country Link
JP (1) JP6619786B2 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0224810Y2 (en) * 1983-12-20 1990-07-09
JPH0327167Y2 (en) * 1983-01-28 1991-06-12
JP2000017672A (en) * 1998-06-30 2000-01-18 Sumitomo Forestry Co Ltd Anchor-bolt positioning tool
JP2006046020A (en) * 2004-08-09 2006-02-16 Koichiro Mori Construction method of ground sill and metal member for receiving ground sill
US7062885B1 (en) * 2002-02-26 2006-06-20 Dickenson Jr George H Foundation wall, construction kit and method

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0327167Y2 (en) * 1983-01-28 1991-06-12
JPH0224810Y2 (en) * 1983-12-20 1990-07-09
JP2000017672A (en) * 1998-06-30 2000-01-18 Sumitomo Forestry Co Ltd Anchor-bolt positioning tool
US7062885B1 (en) * 2002-02-26 2006-06-20 Dickenson Jr George H Foundation wall, construction kit and method
JP2006046020A (en) * 2004-08-09 2006-02-16 Koichiro Mori Construction method of ground sill and metal member for receiving ground sill

Also Published As

Publication number Publication date
JP6619786B2 (en) 2019-12-11

Similar Documents

Publication Publication Date Title
US8667765B1 (en) Method of supporting drywall
JP5426751B2 (en) Wiring and piping material support
JP5480353B1 (en) Bubo roof
JP2019065578A (en) Sill supporting device and use of the same
KR20070024065A (en) A carrier holder and a ceiling board mounting frame utilizing the same
JP2016031001A (en) Structure and method for reinforcing concrete structure
JP2009074305A (en) Fixing metal fitting for bracing backing material
JP6116187B2 (en) Solar cell mount
JP6091212B2 (en) Wedge attaching / detaching mechanism, wedge attaching / detaching tool, and wedge attaching / detaching method using the same
JP5437013B2 (en) Outboard skirting board
JP2013104295A (en) Temporary handrail
KR20110108902A (en) Exterior fixing device of building
JP5968390B2 (en) Temporary scaffold
JP2020125584A (en) New roof mounting tool and new roof mounting structure
JP2011106203A (en) Mounting base of outdoor structure
JP6742714B2 (en) How to attach fixtures, construction jigs and eaves placement members
JP3211223U (en) Auxiliary bracket for load bearing wall
JP2017066771A (en) Panel temporary placing tool for construction
JP5288624B2 (en) Plate member fixture
US20120292275A1 (en) Shake and shingle shelf
JP2020183665A (en) Fitting structure of wavy metal roof material
JP2014077254A (en) Structure for attaching acoustical board to concrete wall
JP2019183413A (en) Auxiliary tool for roof tile laying work
JP6606324B2 (en) Roof structure and roof construction method
JP2018071331A (en) Anchor guide method of two-by-four construction building

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180327

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190326

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190523

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20191030

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20191115

R150 Certificate of patent or registration of utility model

Ref document number: 6619786

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250