Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP6619786B2 - Base support - Google Patents
[go: Go Back, main page]

JP6619786B2 - Base support - Google Patents

Base support Download PDF

Info

Publication number
JP6619786B2
JP6619786B2 JP2017191902A JP2017191902A JP6619786B2 JP 6619786 B2 JP6619786 B2 JP 6619786B2 JP 2017191902 A JP2017191902 A JP 2017191902A JP 2017191902 A JP2017191902 A JP 2017191902A JP 6619786 B2 JP6619786 B2 JP 6619786B2
Authority
JP
Japan
Prior art keywords
base
foundation
support
engaging
carrying
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.)
Active
Application number
JP2017191902A
Other languages
Japanese (ja)
Other versions
JP2019065578A (en
Inventor
源美 松▲崎▼
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)

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に関する。 The present invention relates to a base support to be used for fixing the base to the foundation of the building.

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 foundation having an appropriate thickness is erected on the building site, and a prismatic base is fixed on the foundation.

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 denotes a foundation and D denotes a foundation. The foundation 30 has a height of about several tens of centimeters and a thickness of about several tens of centimeters, and extends along the outline of the building. A plurality of anchor bolts B, B,... Are erected at an appropriate distance from each other on the top end 31 of the foundation 30 and passing through a substantially central position in the thickness direction. In addition, the base D is configured such that a rectangular column having a width dimension equal to or less than the thickness dimension of the foundation 30 is lying on the side.

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 base D to the foundation 30, at least two workers H and H hold the both ends of the base D, respectively, so that the longitudinal direction of the base D is in the extending direction of the base 30, While supporting one side edge side of the base D on the top end 31 of the foundation 30, while supporting the other side edge side of the base D with the knees of both workers H and H, the base D is connected to the top end 31 of the base 30. Maintain a generally parallel posture. In this state, the position in the longitudinal direction of the base D of the corresponding anchor bolts B, B,. In addition, the arrangement position of the base D with respect to the longitudinal direction of the foundation 30 is adjusted in advance based on the relationship with other bases (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 positions of the anchor bolts B, B,... In the thickness direction of the foundation 30 are measured in advance, and the corresponding anchor bolts B, B,. Respectively. Then, one of the workers H has opened a through hole penetrating the base D at each position determined on the base D as described above. Thereafter, both workers H, H hold the both ends of the base D again, and the corresponding anchor bolts B, B,... Of the foundation 30 are inserted into the through holes of the base D, respectively. The base D was fixed to the foundation 30 by screwing a bolt (not shown) to the end protruding 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 described later discloses a base metal fitting interposed between a foundation 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 usage state of the base bracket disclosed in Patent Document 1, in which 20 is a base bracket. In FIG. 7, parts corresponding to those shown in FIG.

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 receiving metal 20 has a two-stage shape with a bottomless inverted convex shape when viewed from the front, and a long hole extending in the width direction of the base receiving metal 20 is opened at the center of the bottom plate 21. It is. Side walls 22, 22 formed in a crank shape are erected on both sides of the bottom plate 21, the bottom region 25 having the same width as the width of the bottom plate 21 by the side walls 22, 22, and the width of the bottom plate 21. A larger width dimension is formed, and a fitting region 26 into which the base D is fitted is formed. In addition, a plurality of insertion holes through which a fixing tool such as a nail or a wood screw is inserted are formed in a portion of the side walls 22, 22 facing the fitting region 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 foundation 30 is embedded with the lower end side of the anchor bolt B, and the upper end portion of the anchor bolt B is projected from the top end 31 of the foundation 30. The upper end portion of the anchor bolt B is passed through a long hole formed in the bottom plate 21 of the base bracket 20, and then the bolt b is screwed to the penetrating end portion to fix the base bracket 20 to the foundation 30. . Next, the base D is fitted into the fitting region 26 of the base bracket 20, and the fixtures K, K,..., Such as nails or wood screws, inserted through the respective insertion holes described above, enter 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 work efficiency is low because 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 foundation receiving metal 20 shown in FIG. 7, since the positioning of the foundation D and the anchor bolt B is not required, work efficiency is improved, but a plurality of foundations are provided between the foundation 30 and the foundation D. In a building in which the receiving metal fittings 20, 20,... Are installed, the load applied to each of the base receiving metal fittings 20, 20,. When a large external force such as an earthquake is applied to such a building, excessive force concentrates on any of the base brackets 20, 20,..., And the base brackets 20, 20,. There was a fear. When the base brackets 20, 20,... Are deformed, the parallelism of the base D breaks down, causing obstacles such as building inclination and wall cracks.

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 even when the base is placed directly on the foundation, the base support that can efficiently perform the work, 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、前記基礎の天端に載置され、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前記係合部より長く垂下させた位置であって前記係合部から前記担持部の長さ方向へ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り、更に、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。 (1) base support according to the present invention is detachably attached to the base of the building, when fixing the base to the crest of the foundation, a base support for temporarily supporting the foundation, the A plate-like carrying portion that is placed on the top end of the foundation and carries the foundation; an engagement portion that is suspended at one end of the carrying portion and engages with one side surface of the foundation; and the carrying portion Is disposed at a position that is suspended from the other end side longer than the engagement portion and is spaced from the engagement portion in the length direction of the support portion, and is brought into contact with the other side surface of the foundation. A contact portion and a cane portion spanned between the contact portion and the other end portion of the carrier portion, the length dimension of the carrier portion being larger than the thickness dimension of the foundation, Ri configured tear so as to fit the foundation between the engaging portion and the contact portion, further, the angle with the engaging portion and the bearing portion is Characterized that you have the corner.

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、基礎の天端に載置され、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前記係合部より長く垂下させた位置であって前記係合部から前記担持部の長さ方向へ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。更に、前記係合部と担持部とがなす角は鋭角にしてある。 The foundation support of the present invention is detachably attached to the foundation of a building, and temporarily supports the foundation when the foundation is fixed to the top of the foundation. The main base support is mounted on the top end of the foundation and has a flat plate-like support portion that supports the base, and is suspended from one end of the support portion. And an engaging portion to be joined. In addition, it is in contact with the other side surface of the foundation at a position that is hung from the other end side of the support portion longer than the engagement portion and that is spaced from the engagement portion in the length direction of the support portion. An abutting portion to be disposed is arranged, and the abutting portion and the carrying portion are connected by a cane portion laid between the other end portion of the carrying portion and the abutting portion. Moreover, the length dimension of the above-mentioned carrying part is larger than the thickness dimension of the foundation to which the base support is attached, and the foundation is inserted between the engaging part and the abutting part. Furthermore, the angle formed by the engaging portion and the carrying portion is an acute angle.

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, the engaging portion is engaged with one side surface of the foundation, and the abutting portion is disposed on the other side of the foundation. Make contact with the side. Further, the top end of the foundation is brought into contact with a part of the support portion of the base support. Accordingly, the base support can be easily attached to the foundation, and the base support can be easily detached 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 supporting part is larger than the thickness dimension of the foundation to which the base support is attached, a part of the supporting part protrudes outward from the top end of the foundation. Two such base supports are attached at a distance from each other in the longitudinal direction of the foundation, and the base is placed on the support portion of both base supports so that the base is installed between the two base supports. At this time, the base is placed so that a predetermined region including the center line thereof is located in a portion protruding outward from the top edge of the foundation of both carrying portions, thereby opening a through hole for the anchor bolt. The basics do not get in the way.

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 mounting work of both foundation supports to the foundation and the placement work of the foundation on both foundation supports can be carried out by one worker, and the two foundation supports attached to the foundation Since the foundation is supported, the above-described opening work of the through hole can be performed by one worker. When the opening work is completed, remove the foundation from both foundation supports, remove both foundation supports from the foundation, insert the anchor bolts provided on the foundation into the through holes of the foundation, and attach the foundation to the top of the foundation. Place on top. Therefore, even when the base 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 carrying part, the engaging part, the abutting part and the cane part 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 tool of the present invention, for example, the band plate material is bent, and the carrying portion, the engaging portion, the abutting portion, and the cane portion are integrally formed. As a result, a base support having a high structural strength can be obtained, while the manufacturing cost can be reduced as much as possible.

(3)本発明に係る土台支持具は、前記係合部の長さ寸法は20mm程度以上50mm程度以下になしてあり、前記係合部と担持部とがなす角は、75°程度以上85°程度以下になしてあることを特徴とする。 (3) In the base support according to the present invention, the length of the engaging portion is about 20 mm or more and about 50 mm or less, and the angle formed by the engaging portion and the carrying portion is about 75 ° or more and 85. It is characterized by being less than about ° .

本発明の土台支持具にあっては、前記係合部の長さ寸法は20mm程度以上50mm程度以下になしてあり、前記係合部と担持部とがなす角は、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 of the present invention, the length of the engaging portion is Yes forms below about 50mm or about 20 mm, the engaging portion and the bearing portion and the angle formed, 7 5 ° less than approximately 85 It is below about °. Thus, the engaging portion can be firmly engaged without being pulled out from the foundation.

(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 carrying portion and the cane portion is about 40 ° or more and about 50 ° or less.

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 of the present invention, the angle formed by the carrying part and the cane part is about 40 ° or more and about 50 ° or less. When the angle formed between the carrying part and the cane part is less than about 40 ° and over about 50 °, the supporting force of the carrying part by the cane part is low, and the load from the base carried on the carrying part cannot be withstood. There is a fear.

(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) The use of the foundation support according to the present invention is achieved by arranging at least two foundation supports according to any one of (1) to (4) above at a distance from each other in the longitudinal direction of the foundation of the building. The base is inserted between the engaging portion and the abutting portion of both base supports, and the engaging portion is engaged with one side surface of the base, and the abutting portion is disposed on the other side surface of the base. The base support is detachably attached to the foundation by bringing a part of the support part of both base support parts into contact with the top end of the foundation. The base is placed on the base.

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 using the foundation support of the present invention, at least two foundation supports according to any one 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 foundations are respectively inserted between the engaging portions and the abutting portions of the two base support tools so that the engaging portions are engaged with one side surface of the foundations, and the abutting portions are brought into contact with the other side surfaces of the foundation. In addition, by attaching a part of the carrying part of both foundation supports to the top end of the foundation, the both foundation supports are detachably attached to the foundation, and on the carrying parts of both foundation supports. Since the base is placed, the work can be efficiently performed even when the base is placed directly on the foundation as before.

(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 such that the one side of the base is supported on a portion of the base support that is located on the foundation, and the base support is a support for the both base support. The other side of the base is supported on a portion extending from the foundation.

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 tool of the present invention, it is a support part for both base support parts, which is a support part for both base support parts. The other side of the foundation is supported on the portion extending from the foundation. Thus, one side of the base is supported by the foundation, 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 foundation via the cane part and the contact part of the base support is also reduced, and wrinkles and the like are generated on the other side of the base. It 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 the base support tool which concerns on this 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 the base support tool which concerns on this 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 the base support tool which concerns on this 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 tool 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 tool 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 explanatory drawing 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 metal fitting 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。
A base support according to the present invention will be described in detail with reference to the drawings.
Note that 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 modifications 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 drawings, 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 based on a base material as described later by bending one end portion of a band plate material formed of a material having appropriate strength such as metal or synthetic resin. An engaging portion 11 for engaging is formed, and a portion connected to the engaging portion 11 is a carrying portion 10 that carries a base. That is, the engaging portion 11 is suspended from one end portion of the carrying portion 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 part 11 is about 20 mm or more and about 50 mm or less. When the length dimension of the engaging part 11 is less than about 20 mm, a required engaging force cannot be obtained with respect to a foundation, and there exists a possibility that the base support tool 1 may remove | deviate from a foundation during an operation | work. On the other hand, when the length dimension of the engaging part 11 exceeds about 50 mm, the structural strength of the engaging part 11 is lowered, and there is a risk of hindering the work of engaging the strength base support 1 with the foundation. On the other hand, when the length dimension of the engaging part 11 is about 20 mm or more and about 50 mm or less, since it has sufficient engaging force with respect to a foundation, it prevents that the base support tool 1 remove | deviates from a foundation during work. In addition, the work of engaging the base support 1 with the foundation can be performed 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 formed by the engaging portion 11 and the carrying portion 10 is an acute angle, whereby the tip of the engaging portion 11 is firmly engaged with one side surface of the foundation, and the engaging portion 11 is removed from the foundation. Pulling out is prevented. Specifically, the angle α is about 75 ° or more and about 85 ° or less. When the angle α is less than about 75 °, or the angle α exceeds about 85 °, the engaging force to the base side surface of the tip of the engaging portion 11 is reduced. 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。   In addition, you may make it the structure which attaches a soft member to the front-end | tip part of the engaging part 11 so that attachment or detachment is possible. Thereby, generation | occurrence | production of the wrinkles etc. to the one side surface 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 carrying part 10 described above is an appropriate dimension of about 300 mm according to the width dimension of the foundation to be carried thereon, so that the carrying part 10 can stably carry the entire foundation. Can be done.

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。   A plurality of grooves are formed on the surface of the supporting unit 10 that supports the base, or an elastic member such as a rubber material is attached to the surface of the supporting unit 10 that supports the base, and the base is placed on the supporting unit 10. The base may be configured to prevent the base from being displaced in the plane of the supporting unit 10. In the latter case, since the surface of the carrier 10 that supports 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 | variety dimension of the strip | belt board material mentioned above is made into about 40 mm or more and about 100 mm or less. As a result, the required structural strength of the base support 1 can be ensured, and the base support 1 can be carried, installed on the foundation and stored smoothly. On the other hand, if the width dimension of the strip material is less than about 40 mm, the required structural strength cannot be obtained, and if the width dimension of the strip material exceeds about 100 mm, the mass and bulk of the base support 1 Is excessively large, which hinders the carrying, mounting and storage of the base support 1 on the foundation.

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。   A portion extending from the carrying portion 10 to the side opposite to the engaging portion 11 is bent to the same side as the engaging portion 11 to form a cane portion 12 that supports the carrying portion 10. A portion extending from the portion 12 to the opposite side of the carrying portion 10 is bent into a posture substantially orthogonal to the carrying portion 10 and is made into a contact portion 14 that comes into contact with the other side surface of the foundation. .

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 formed by the cane portion 12 and the carrying portion 10 is about 40 ° or more and about 50 ° or less, and between the other side surface of the foundation on which the abutting portion 14 abuts and the carrying portion 10. It acts as a diagonal material. When the angle β is less than about 40 ° and exceeds about 50 °, the support force of the carrier portion 10 by the cane portion 12 is low, and there is a possibility that the load from the base cannot be endured.

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 foundation is sufficiently dispersed so Can be avoided, and the base support 1 can be carried around, installed on the foundation and stored smoothly. On the other hand, when the length dimension of the contact part 14 is less than about 100 mm, the load applied to the foundation from the contact part 14 is concentrated, and the other side surface of the foundation contacted by the contact part 14 is wrinkled. In addition, 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 is carried, installed on the foundation, and stored. Cause trouble.

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, the space between the contact portion 14 and the engagement portion 11 described above is set to a size that is slightly larger than the thickness of the foundation, that is, the foundation is inserted between the two. It is supposed to let you. Thus, although the dimension between the contact part 14 and the engagement part 11 should just be a little larger than the thickness dimension of a foundation, for example, the contact part 14 and the front-end | tip of the engagement part 11 are sufficient. It is preferable that the dimension between them is 120 several mm. In many cases, the width of the foundation is set to 120 mm in the foundations of homes in Japan. Therefore, when the dimension between the contact portion 14 and the tip of the engaging portion 11 is 120 several mm, When the foundation is inserted between the contact portion 14 and the engaging portion 11, the base support 1 is less likely to be rattled, and the work of opening a through hole in the base as described later is smoothly performed. Can do.

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 there are several values for the width dimension of the foundation, a plurality of types of base support tools 1 in which the dimension between the abutting portion 14 and the tip of the engaging portion 11 is set according to these dimension values. 1, ... 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, you may make it the structure which attaches an elastic member or a soft member to the surface made to contact | abut to the side surface of the foundation of the contact part 14 so that attachment or detachment is possible. Thereby, generation | occurrence | production of the wrinkles etc. to the other side surface 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 state of the base support 1 shown in FIGS. 1 to 3, FIG. 4 shows a state before the base is supported, and FIG. 5 shows a state after the base is supported. Each state is shown. In both figures, parts corresponding to those shown in FIGS. 1 to 3 are denoted by the same reference numerals, and description thereof is 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 centimeters and a thickness of about several tens of centimeters is extended along the outline of the building. A plurality of anchor bolts B, B,... Are erected at an appropriate distance from each other on the top end (upper surface) 31 of the foundation 30 and passing through a substantially central position in the thickness direction. .

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 foundation 30 at an appropriate distance from each other in the longitudinal direction of the foundation 30. Specifically, by inserting the foundation 30 between the contact portion 14 and the engagement portion 11 described above of the base support 1, the engagement portion 11 is engaged with one side surface of the foundation 30, and The contact portion 14 is brought into contact with the other side surface of the foundation 30, and the carrying portion 10 of the base support 1 is brought into contact with the top end 31 of the foundation 30. The base supports 1 and 1 are attached in the longitudinal direction of the foundation 30 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 of the carrier 10 of the base support 1 is longer than the width of the base 30 by two or more times. Therefore, as shown in FIG. The opposite side protrudes outward from the other side surface of the foundation 30. The protruding portion of the carrying portion 10 is supported by the abutment portion 14 that abuts on the cane portion 12 and the other side surface of the foundation 30, and the carrying portion 10 is parallel to the top end 31 of the foundation 30 in all areas. 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 both base supports 1, 1 are thus attached to the foundation 30, as shown in FIG. 5, the base D, which has been laid down, 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 a region on the foundation 30 of the two supporting portions 10 and 10, and the other side of the base D is located in a region protruding from the base 30 of the both supporting portions 10 and 10. However, as shown in FIG. 5, an appropriate region including the center line of the base D is located in a region protruding from the foundation 30 of both the supporting portions 10 and 10. This prevents the blade of the electric drill from coming into contact with the foundation 30 when a through hole for inserting the anchor bolts B, B,... Is inserted at a required position of the base D using an electric drill or the like. .

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 position of the anchor bolts B, B,... Provided on the foundation 30 from the center line of the foundation 30 is obtained in advance based on, for example, a measured value using a relief mark attached to the top end 31 of the foundation 30. The center D of the base D attached to the base D and the positions of the anchor bolts B, B,... From the center line of the foundation 30, and the base D supported by the base supports 1, 1 and the base D The position of each through hole to be opened in the base D is determined from the position of each anchor bolt B, B,..., And a through hole is 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 each through hole is opened in the base D, the base D is removed from the base supports 1, 1 and then the base supports 1, 1 are removed from the foundation 30. As described above, since the foundation support 1 is attached to the foundation 30 by inserting the foundation 30 between the contact portion 14 and the engaging portion 11 of the foundation support 1, the foundation supports 1, 1 are used as the foundation. 30 can be easily removed. Thus, after removing the base supports 1 and 1 from the foundation 30, the foundation D is positioned on the top end 31 of the foundation 30, and each anchor bolt B, B, .. Are inserted, a washer (not shown) is externally fitted to the portion of the anchor bolts B, B,... Protruding from the base D, and the base D is fixed to the foundation 30 by tightening the bolts.

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-mentioned base D is positioned on the top end 31 of the foundation 30, and each anchor bolt B, B,... Of the foundation 30 is inserted into each through hole of the base D. Each work other than the above, that is, the mounting work of the base supports 1, 1 to the base 30, the placement work of the base D on the base supports 1, 1 attached to the base 30, each through-hole to the base D The opening work and the work of fixing the base D with washers and bolts can be carried out by one worker. Therefore, working 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 inserting 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 used as the foundation. Since the base support 1 can be attached to the foundation 30 by abutting against the other side surface of the base 30, the base support 1 can be easily attached to the base 30. The operation of removing the base 30 from the foundation 30 can also be easily performed.

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。   Further, when the base support 1 is attached to the foundation 30, the carrier 10 of the base support 1 is configured to contact the top end 31 of the base 30, so that one side of the base D is as described above. If it arrange | positions so that it may be located in the area | region on the base 30 of both the support parts 10 and 10, the one side side of the base D will be supported by the base 30, and the load applied to the base support 1 from the base D will be reduced. The As a result, the deterioration of the base support 1 is reduced, while the load applied to the other side surface of the base 30 via the wand portion 12 and the contact portion 14 of the base support 1 is also reduced. It is possible to prevent wrinkles from occurring on the other side surface.

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 carrier portion 10, the engaging portion 11, the cane portion 12, and the abutting portion 14 are integrally formed using a band plate material. However, the present invention is not limited to this, and parts corresponding to the carrying part 10, the engaging part 11, the cane part 12 and the abutting part 14 may be prepared and fixed by welding or the like. In that case, the width dimensions of the carrying part 10, the engaging part 11, the cane part 12 and the contact part 14 can be made different from each other. For example, the width dimension of the engaging part 11 and the contact part 14 is made larger than the width dimension of the carrier part 10. As a result, the engaging force of the engaging portion 11 to the foundation 30 can be further improved, while the load applied to the foundation 30 from the contact portion 14 can be further dispersed.

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 tool 10 Carrying part 11 Engagement part 12 Staff part 14 Contact part 30 Foundation 31 Top end B Anchor bolt D Base

Claims (4)

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、
前記基礎の天端に載置され、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前記係合部より長く垂下させた位置であって前記係合部から前記担持部の長さ方向へ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り、
更に、前記係合部と担持部とがなす角は鋭角にしてある
ことを特徴とする土台支持具。
A base support that is detachably attached to the foundation of the building and temporarily supports the base when fixing the base to the top of the base,
A plate-like supporter mounted on the top of the foundation and supporting the foundation;
An engaging part that is suspended at one end of the carrying part and engages one side of the foundation;
It is disposed at a position that is suspended from the other end side of the support portion longer than the engagement portion, and is spaced from the engagement portion in the length direction of the support portion, and contacts the other side surface of the foundation. A contact portion to be in contact with,
A wand portion spanned between the contact portion and the other end of the carrier portion;
Length of the carrier part is Yes and greater than the thickness of said base, Ri configured tear so as to fit the foundation between the engaging portion and the contact portion,
The base supporter characterized in that an angle formed by the engaging portion and the carrying portion is an acute angle .
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 carrying portion, the engaging portion, the abutting portion, and the cane portion are integrally formed of a band plate material. 前記係合部の長さ寸法は20mm程度以上50mm程度以下になしてあり、前記係合部と担持部とがなす角は、75°程度以上85°程度以下になしてある請求項1又は2記載の土台支持具。 The length dimension of the engaging part is about 20 mm or more and about 50 mm or less, and an angle formed by the engaging part and the carrying part is about 75 ° or more and about 85 ° or less. The mounting support described. 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 supporter according to any one of claims 1 to 3, wherein an angle formed by the carrying portion and the cane portion is about 40 ° or more and about 50 ° or less.
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 JP2019065578A (en) 2019-04-25
JP6619786B2 true 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)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59117750U (en) * 1983-01-28 1984-08-08 ナショナル住宅産業株式会社 Temporary stand for frame materials
JPS60102303U (en) * 1983-12-20 1985-07-12 株式会社 タナカ Hardware for fixing the base
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
JP2019065578A (en) 2019-04-25

Similar Documents

Publication Publication Date Title
JP6731650B2 (en) Solar cell module packaging structure and solar power generation device
KR101708472B1 (en) Fixing structure for Solar panel
JP5426751B2 (en) Wiring and piping material support
JP6619786B2 (en) Base support
JP5198812B2 (en) Wiring and piping material support
JP2014080737A (en) Traverse roofing roof
KR102256916B1 (en) A t-bolt assembly
JP6108268B2 (en) Exterior repair jig and exterior repair structure
JP6103367B2 (en) Solar cell module mounting fixture, solar cell module mount, and solar cell device
JP5288624B2 (en) Plate member fixture
KR101263484B1 (en) Apparatus for supporting structure & combining clip used in the same
KR101320568B1 (en) Hanger for structure of ceiling
JP2011106203A (en) Mounting base of outdoor structure
KR101068472B1 (en) Wall panel fittings and construction method
JP4750875B2 (en) Long object support
JP6091212B2 (en) Wedge attaching / detaching mechanism, wedge attaching / detaching tool, and wedge attaching / detaching method using the same
JP7158250B2 (en) Fixing structure for building members
JP2013060803A (en) Earthquake-resistant hardware and earthquake-resistant structure using the same
JP6116187B2 (en) Solar cell mount
KR200313751Y1 (en) A cover coupling device of cable tray
JP3211223U (en) Auxiliary bracket for load bearing wall
JP2981657B2 (en) Rafter support for sheath tube
JP2975929B1 (en) Scaffold panel fixing bracket
JP6457174B2 (en) Wall fastener
KR200345028Y1 (en) Structure supporting member for ceiling plywood construction

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