JPH033014B2 - - Google Patents
Info
- Publication number
- JPH033014B2 JPH033014B2 JP15495485A JP15495485A JPH033014B2 JP H033014 B2 JPH033014 B2 JP H033014B2 JP 15495485 A JP15495485 A JP 15495485A JP 15495485 A JP15495485 A JP 15495485A JP H033014 B2 JPH033014 B2 JP H033014B2
- Authority
- JP
- Japan
- Prior art keywords
- foundation
- insertion hole
- plate portion
- upper plate
- column base
- 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.)
- Expired
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- Joining Of Building Structures In Genera (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、プレハブ住宅の家屋ユニツト等の
柱脚を基礎に固定する際に使用して好適な柱脚固
定装置に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a column pedestal fixing device suitable for use in fixing column pedestals of prefabricated housing units and the like to foundations.
(従来の技術)
従来、プレハブ住宅等の柱脚の固定は、実開昭
57−183303号公報等に見られるようにして行なわ
れている。すなわち、家屋ユニツトの柱脚下端に
設けられた端板部を基礎に直接載せるとともに、
基礎の上面から突出したアンカーボルトを、上記
端板部の中央に形成した孔に挿入する。そして、
上記柱脚の下部に形成された操作口からナツトを
挿入してアンカーボルトの上端部に螺着し、締付
治具で締め付けることにより柱脚を固定してい
る。(Conventional technology) Traditionally, the fixing of column bases for prefabricated houses, etc.
This is done as seen in Publication No. 57-183303. In other words, while placing the end plate provided at the lower end of the pillar base of the house unit directly on the foundation,
An anchor bolt protruding from the upper surface of the foundation is inserted into a hole formed in the center of the end plate. and,
The column base is fixed by inserting a nut through an operation port formed at the bottom of the column base, screwing it onto the upper end of the anchor bolt, and tightening it with a tightening jig.
(発明が解決しようとする問題点)
しかし、上記構成では、柱脚の固定の際にナツ
トをアンカーボルトの上端部に締め付ける作業が
必要不可欠であり、しかも操作口が狭いため、そ
の締付作業が煩雑であつた。また、柱脚の下部に
操作口を形成するため、柱脚自体の強度が低下す
る欠点があつた。(Problem to be Solved by the Invention) However, with the above configuration, it is essential to tighten the nut to the upper end of the anchor bolt when fixing the column base, and the operation opening is narrow, so this tightening work is necessary. was complicated and hot. Furthermore, since the operation port is formed at the bottom of the column base, there is a drawback that the strength of the column base itself is reduced.
(問題点を解決するための手段)
この発明は上記問題点を解消するためになされ
たもので、その要旨は、柱脚を基礎の上面に固定
する装置において、(イ)脚部が基礎内に埋め込ま
れ、上板部が非円形状の挿通孔を有するとともに
基礎から離れてほぼ水平をなす支持金具と、(ロ)上
記支持金具の挿通孔の下方に位置して上記基礎の
上面に配置された弾性体と、(ハ)上記柱脚の下端に
設けられ、スパイラル状の溝を有する挿通孔が設
けられた上記支持金具の上板部に載せられる端板
部と、(ニ)スパイラル状に形成されるとともに上記
端板部に螺合されたシヤンク部と、このシヤンク
部の下側に形成された係止部とを有し、この係止
部の下端が上記弾性体に回転可能に当たり、この
係止部の上端面が、上記上板部の挿通孔とほぼ同
形かこれより小さい非円形状に形成されるととも
に、上記弾性体の反力を受けて2回転して上記上
板部の挿通孔に対してずれた状態で上板部の下面
に係止される連結部材と、(ホ)上記端板部と基礎と
の間に充填されたグラウト材を備えていることを
特徴とする柱脚固定装置にある。(Means for Solving the Problems) This invention has been made to solve the above problems, and its gist is to provide a device for fixing a column base to the upper surface of a foundation, in which (a) the legs are located inside the foundation; (b) a support fitting that is embedded in the support fitting and has a non-circular insertion hole in the upper plate part and is substantially horizontal away from the foundation; (b) located below the insertion hole of the support fitting and placed on the top surface of the foundation; (c) an end plate part provided at the lower end of the column leg and placed on the upper plate part of the support fitting, which is provided with an insertion hole having a spiral groove; (d) a spiral shaped elastic body; and a shank portion screwed to the end plate portion, and a locking portion formed on the lower side of the shank portion, and a lower end of the locking portion rotatably contacts the elastic body. The upper end surface of this locking part is formed into a non-circular shape that is approximately the same shape as or smaller than the insertion hole of the upper plate part, and rotates twice under the reaction force of the elastic body to close the upper plate part. (e) a connecting member that is latched to the lower surface of the upper plate part in a state that is shifted relative to the insertion hole; and (e) a grout material filled between the end plate part and the foundation. It is located on the column base fixing device.
(作用)
基礎に、予め支持金具の脚部を埋設するととも
に弾性体を配置しておく。グラウト材を柱脚に設
けた端板部と基礎上面との間に充填する。他方、
端部板に連結部材のスパイラル状のシャンク部を
螺合させる。そして、柱脚を下降させて支持金具
の上板部に形成された非円形状の挿通孔に連結部
材の係止部を挿入させ、この係止部の下端を弾性
体に当てる。さらに柱脚を下降させて支持金具の
上板部に載せると、係止部の上端面が上記挿通孔
を挿通し終わり、弾性体の反力を受けた連結部材
が所定角度回転する。これにより、上記係止部の
上端面が上記挿通孔に対してずれた状態で支持金
具の上板部の下面に係止される。(Function) The legs of the support metal fittings are buried in the foundation in advance, and the elastic body is placed therein. Fill the space between the end plate provided on the column base and the top surface of the foundation with grout material. On the other hand,
The spiral shank portion of the connecting member is screwed onto the end plate. Then, the column base is lowered to insert the locking portion of the connecting member into the non-circular insertion hole formed in the upper plate portion of the support fitting, and the lower end of the locking portion is brought into contact with the elastic body. When the column base is further lowered and placed on the upper plate portion of the support fitting, the upper end surface of the locking portion finishes passing through the insertion hole, and the connecting member receives the reaction force of the elastic body and rotates by a predetermined angle. As a result, the upper end surface of the locking portion is locked to the lower surface of the upper plate portion of the support fitting in a state that it is shifted from the insertion hole.
(実施例)
以下、この発明の一実施例をなす柱脚固定装置
を用いてプレハブ住宅の家屋ユニツトの柱脚を固
定する作業を、順を追つて説明する。(Example) Hereinafter, the work of fixing a column base of a house unit of a prefabricated house using a column base fixing device which is an embodiment of the present invention will be explained in order.
第2図に示すように、建築現場において、予め
コンクリート製の基礎1を築造しておく。 As shown in FIG. 2, a concrete foundation 1 is constructed in advance at the construction site.
上記基礎1の築造時に、柱脚固定位置では支持
金具10を支持する。詳述すると、この支持金具
10は門形をなす金属板によつて左右対象に形成
されており、一対の脚部11,11と上板部12
とを有している。上板部12には、例えばラグビ
ーボールの断面形状に似た非円形状の挿通孔13
が形成されている。脚部11は上板部12から下
方に延びる上部垂直部11aと、この垂直部11
aの下端から内側に傾斜する傾斜部11bと、こ
の傾斜部11bからさらに下方へ延びる下部垂直
部11cとをそれぞれ有している。そして、基礎
1内には、主筋2が基礎1の長手方向に沿つてほ
ぼ水平に配置されており、この主筋2に、上記支
持金具10の各脚部11,11を固定する。すな
わち、脚部11の下部垂直部11cを主筋2にそ
れぞれ当てボルト3を上記下部垂直部11にc挿
通させ、このボルト3に螺合されるナツト4で固
定する。ボルト3は主筋2の下側に配置され、こ
の主筋2に対し直交している。 When the foundation 1 is constructed, the support fittings 10 are supported at the column base fixing positions. To be more specific, the support fitting 10 is formed of a gate-shaped metal plate in a symmetrical manner.
It has The upper plate portion 12 is provided with a non-circular insertion hole 13 having a cross-sectional shape similar to that of a rugby ball, for example.
is formed. The leg portion 11 includes an upper vertical portion 11a extending downward from the upper plate portion 12, and this vertical portion 11.
1, and a lower vertical portion 11c that extends further downward from the inclined portion 11b. In the foundation 1, main reinforcing bars 2 are arranged substantially horizontally along the longitudinal direction of the foundation 1, and the legs 11, 11 of the support fitting 10 are fixed to the main reinforcing bars 2. That is, the lower vertical portions 11c of the leg portions 11 are respectively placed on the main reinforcing bars 2, the bolts 3 are inserted through the lower vertical portions 11, and the nuts 4 screwed onto the bolts 3 are fixed. The bolt 3 is arranged below the main reinforcement 2 and is perpendicular to the main reinforcement 2.
この状態において、上記支持金具10の上板部
12は、基礎1の上面1aから所定間隔離れてい
る。 In this state, the upper plate portion 12 of the support fitting 10 is spaced apart from the upper surface 1a of the foundation 1 by a predetermined distance.
次に、上板部12の真下の基礎1の上面1a
に、板バネ20(弾性体)を配置する。板バネ2
0は金属板によつて左右対称に形成されており、
平板部21と、この平板部21の両端から下方に
延びる垂直部22,22と、垂直部22,22の
下端から外側に水平に延びる鍔部23,23とを
有している。この鍔部23を基礎1の上面1aに
接着剤や釘(図示しない)等でそれぞれ固定す
る。 Next, the upper surface 1a of the foundation 1 directly below the upper plate portion 12
A plate spring 20 (elastic body) is arranged at. Leaf spring 2
0 is formed symmetrically from a metal plate,
It has a flat plate part 21, vertical parts 22, 22 extending downward from both ends of the flat plate part 21, and collar parts 23, 23 extending horizontally outward from the lower ends of the vertical parts 22, 22. The flanges 23 are each fixed to the upper surface 1a of the foundation 1 with adhesive, nails (not shown), or the like.
基礎1の外側の上端縁に化粧用のタイル6を配
置する。また、支持金具10を囲むようにして基
礎2の上面に捨型枠7をコ字状に配置し、上記タ
イル6と各捨型枠7を釘8で仮止めし、その内に
モルタル9(グラウト材)を充填する。 Decorative tiles 6 are placed on the outer upper edge of the foundation 1. Further, a waste form frame 7 is arranged in a U-shape on the upper surface of the foundation 2 so as to surround the support fitting 10, and the tiles 6 and each waste form frame 7 are temporarily fixed with nails 8, and mortar 9 (grout material) is placed therein. ).
他方、柱脚30は、鋼製で横断面4角形の筒状
をなしており、下端開口部31に端板部32を溶
接等で固定している。この端板部32の中央に
は、挿通孔33が形成されており、その上面32
aに挿通孔33に対応して4角形のナツト35が
溶接されている。このナツト35には、スパイラ
ル状の溝36が形成されている。 On the other hand, the column base 30 is made of steel and has a cylindrical shape with a rectangular cross section, and has an end plate portion 32 fixed to a lower end opening 31 by welding or the like. An insertion hole 33 is formed in the center of this end plate portion 32, and the upper surface 32
A square nut 35 is welded to a corresponding to the insertion hole 33. This nut 35 has a spiral groove 36 formed therein.
上記柱脚30の端板部32には連結部材40が
取り付けられる。この連結部材40は、スパイラ
ル状突起41aを有するシヤンク部41と、この
シヤンク部41の下側に形成された係止部42と
を有している。上記突起41aは、リード角βが
大きく例えば45°になつている。上記係止部42
は矢尻形になつており、シヤンク部41の軸方向
に対して垂直の上端面43と、先の尖つた下端4
4とを有している。上端面43は上記支持金具1
0の挿通孔13とほぼ同形かこれより小さい非円
形状に形成されて挿通孔13に挿通できるように
なつている。そして、連結部材40のシヤンク部
41を下側から上記端板部32の挿通孔33に挿
通させるとともに、その突起41aをナツト35
のスパイラル状の溝36に螺合させる。 A connecting member 40 is attached to the end plate portion 32 of the column base 30. The connecting member 40 has a shank portion 41 having a spiral protrusion 41a, and a locking portion 42 formed on the lower side of the shank portion 41. The protrusion 41a has a large lead angle β, for example, 45°. The above locking part 42
has an arrowhead shape, and has an upper end surface 43 perpendicular to the axial direction of the shank portion 41 and a pointed lower end 4.
4. The upper end surface 43 is the support fitting 1
It is formed into a non-circular shape that is approximately the same shape or smaller than the insertion hole 13 of No. 0, so that it can be inserted into the insertion hole 13. Then, the shank portion 41 of the connecting member 40 is inserted into the insertion hole 33 of the end plate portion 32 from below, and the protrusion 41a is inserted into the nut 35.
screwed into the spiral groove 36 of.
この取付状態では、連結部材40の係止部42
が端板部32から突出している。係止部42の上
端面43と端板部32の下面32bとの間隔d
と、支持金具10の上板部12の厚さtと、スパ
イラル状の突起41aのピツチpとは、次式の関
係を有する。d−t=p/4
第2図に示すように、前記モルタル9を充填し
た後、このモルタル9が硬化しないうちに、家屋
ユニツトをクレーン等で吊りながらその柱脚30
を下降させ、連結部材40の係止部42を支持金
具10の挿通孔13に挿入させて、その下端44
を板バネ20の平板部21に当てる。 In this attached state, the locking portion 42 of the connecting member 40
protrudes from the end plate portion 32. Distance d between the upper end surface 43 of the locking portion 42 and the lower surface 32b of the end plate portion 32
, the thickness t of the upper plate portion 12 of the support fitting 10, and the pitch p of the spiral protrusion 41a have the following relationship. d-t=p/4 As shown in FIG. 2, after filling the mortar 9 and before the mortar 9 has hardened, the column base 30 of the house unit is lifted by a crane or the like.
is lowered, the locking part 42 of the connecting member 40 is inserted into the insertion hole 13 of the support metal fitting 10, and the lower end 44 of the connecting member 40 is lowered.
is applied to the flat plate portion 21 of the leaf spring 20.
この状態からさらに柱脚30を下降させると、
第3図に示すように、係止部42の上端面43
が、上記挿通孔13を挿通し終わつて上板部12
の下面12bから離れ、さらに柱脚30を下降さ
せると、第1図に示すように柱脚30が支持金具
10の上板部12に載る。上記係止部42が、上
記のように挿通孔13から解放された時点で、板
バネ20の反力と、スパイラル状の突起41a、
溝36の案内作用とにより、連結部材40が回り
ながら端板部32に対して相対的に上昇し、係止
部42の上端面43が、第1図に示すように上板
部12の下面12bに係止される。この連結部材
40の端板部32に対する相対的な上方への移動
距離は、前述した(d−t)に等しく、したがつ
てp/4に等しい。この結果、係止部42が支持
金具10の上板部12に係止された時点で連結部
材40が90°回転している(第4図中想像線で示
す)。なお、モルタル9は柔らかいので、上記の
ように柱脚30を支持金具10へ載せた時に、一
部が捨型枠7と端板部32の隙間から溢れ出して
外へ逃げる。そして、上記のように支持金具10
に連結部材40が係止された状態で、モルタルが
固化される。 When the column base 30 is further lowered from this state,
As shown in FIG. 3, the upper end surface 43 of the locking portion 42
However, after passing through the insertion hole 13, the upper plate part 12
When the pillar pedestal 30 is further lowered away from the lower surface 12b, the pillar pedestal 30 rests on the upper plate portion 12 of the support fitting 10, as shown in FIG. When the locking portion 42 is released from the insertion hole 13 as described above, the reaction force of the leaf spring 20 and the spiral protrusion 41a,
Due to the guiding action of the groove 36, the connecting member 40 rotates and rises relative to the end plate part 32, and the upper end surface 43 of the locking part 42 touches the lower surface of the upper plate part 12 as shown in FIG. 12b. The upward movement distance of this connecting member 40 relative to the end plate portion 32 is equal to the aforementioned (d-t), and therefore equal to p/4. As a result, the connecting member 40 has been rotated by 90 degrees at the time when the locking portion 42 is locked to the upper plate portion 12 of the support fitting 10 (as shown by the imaginary line in FIG. 4). Note that since the mortar 9 is soft, when the column base 30 is placed on the support metal fitting 10 as described above, a part of it overflows from the gap between the waste mold frame 7 and the end plate part 32 and escapes to the outside. Then, as described above, the support fitting 10
The mortar is solidified in a state in which the connecting member 40 is locked.
このように、柱脚30を支持金具10の上板部
12に載せるだけで簡単に連結することができ
る。また、従来のように、ナツトの締付け作業が
不要となるため、柱脚30の下部に操作口を設け
なくともよく、柱脚30の強度の低下を防止でき
る。 In this way, the column base 30 can be easily connected by simply placing it on the upper plate part 12 of the support fitting 10. Further, unlike the conventional method, there is no need to tighten a nut, so there is no need to provide an operation opening at the bottom of the column base 30, and a decrease in the strength of the column base 30 can be prevented.
第1図に示す固定状態では、柱脚30からの下
方への荷重(圧縮荷重)は、支持金具10を介し
てコンクリート製の基礎1で受けることができ、
また、固化したモルタル9を介しても基礎1で受
けることができる。また、引つ張り荷重が働いた
時には、連結部材40、支持金具10、ボルト3
を介して主筋2で受けることができる。また、固
化後のモルタル9は、上記引つ張り荷重が働いた
時に、連結部材40の回転を阻止して支持金具1
0から抜けるのを防止する役割も有している。 In the fixed state shown in FIG. 1, the downward load (compressive load) from the column base 30 can be received by the concrete foundation 1 via the support fittings 10.
Further, it can also be received by the foundation 1 through solidified mortar 9. In addition, when a tensile load is applied, the connecting member 40, the support fitting 10, the bolt 3
It can be received by main reinforcement 2 through. Further, the mortar 9 after solidification prevents the rotation of the connecting member 40 and supports the supporting metal fitting 1 when the above-mentioned tensile load is applied.
It also has the role of preventing it from going beyond zero.
この発明は上記実施例に制約されず種々の態様
が可能である。例えば、上記実施例において、支
持金具10は、主筋に連結せず、他の手段によつ
て基礎に固定してもよい。 This invention is not limited to the above-mentioned embodiments, and various embodiments are possible. For example, in the embodiments described above, the support metal fittings 10 may not be connected to the main reinforcement, but may be fixed to the foundation by other means.
(発明の効果)
以上説明したように、この発明では、柱脚の端
板部を支持金具の上板部に載せるだけで、端板部
に螺合した連結部材を支持金具の上板部に連結す
ることができ、その連結作業が簡単である。ま
た、従来のように、柱脚の下部に連結作業のため
の操作口を設けなくともよく、柱脚の強度の低下
を防止できる。(Effects of the Invention) As explained above, in this invention, by simply placing the end plate of the column base on the upper plate of the support metal, the connecting member screwed onto the end plate can be attached to the upper plate of the support metal. It can be connected, and the connection work is easy. Further, it is not necessary to provide an operation port for connection work at the lower part of the column pedestal as in the conventional case, and a decrease in the strength of the column pedestal can be prevented.
第1図はこの発明の一実施例をなす柱脚固定装
置を示す断面図、第2図、第3図は柱脚を固定す
る作業を順に説明する断面図、第4図は第3図中
−線に沿う断面図である。
1……基礎、1a……上面、9……モルタル
(グラウト材)、10……支持金具、11……脚
部、12……上板部、12b……下面、13……
挿通孔、20……板バネ(弾性体)、30……柱
脚、32……端板部、33……挿通孔、36……
スパイラル状の溝、40……連結部材、41……
シヤンク部、42……係止部、43……上端面、
44……下端。
Fig. 1 is a sectional view showing a column pedestal fixing device which is an embodiment of the present invention, Figs. 2 and 3 are sectional views sequentially explaining the work of fixing the column pedestal, and Fig. 4 is in Fig. 3. - is a sectional view taken along the line. DESCRIPTION OF SYMBOLS 1...Foundation, 1a...Top surface, 9...Mortar (grout material), 10...Supporting metal fittings, 11...Legs, 12...Top plate part, 12b...Bottom surface, 13...
Insertion hole, 20... leaf spring (elastic body), 30... column base, 32... end plate portion, 33... insertion hole, 36...
Spiral groove, 40... Connection member, 41...
Shank part, 42...Locking part, 43...Top end surface,
44...Lower end.
Claims (1)
状の挿通孔を有するとともに基礎から離れてほ
ぼ水平をなす支持金具と、 (ロ) 上記支持金具の挿通孔の下方に位置して上記
基礎の上面に配置された弾性体と、 (ハ) 上記柱脚の下端に設けられ、スパイラル状の
溝を有する挿通孔が設けられた上記支持金具の
上板部に載せられる端板部と、 (ニ) スパイラル状に形成されるとともに上記端板
部に螺合されたシヤンク部と、このシヤンク部
の下側に形成された係止部とを有し、この係止
部の下端が上記弾性体に回転可能に当たり、こ
の係止部の上端面が、上記上板部の挿通孔とほ
ぼ同形かこれより小さい非円形状に形成される
とともに、上記弾性体の反力を受けて回転して
上記上板部の挿通孔に対してずれた状態で上板
部の下面に係止される連結部材と、 (ホ) 上記端板部と基礎との間に充填されたグラウ
ト材 とを備えていることを特徴とする柱脚固定装
置。[Scope of Claims] 1. A device for fixing a column base to the upper surface of a foundation, in which: (a) the leg is embedded in the foundation, the upper plate has a non-circular insertion hole, and is spaced apart from the foundation to be substantially horizontal; (b) an elastic body located below the insertion hole of the support fitting and placed on the top surface of the foundation; (c) an elastic body provided at the lower end of the column base with a spiral groove. (d) a shank portion formed in a spiral shape and screwed onto the end plate portion; and a shank portion below the shank portion. a locking portion formed on the side, the lower end of this locking portion rotatably abuts the elastic body, and the upper end surface of this locking portion is approximately the same shape as or more similar to the insertion hole of the upper plate portion. a connecting member that is formed in a small non-circular shape and that rotates under the reaction force of the elastic body and is locked to the lower surface of the upper plate portion while being deviated from the insertion hole of the upper plate portion; (e) A column pedestal fixing device comprising grout filled between the end plate portion and the foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15495485A JPS6217238A (en) | 1985-07-12 | 1985-07-12 | Column base fixing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15495485A JPS6217238A (en) | 1985-07-12 | 1985-07-12 | Column base fixing apparatus |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6217238A JPS6217238A (en) | 1987-01-26 |
| JPH033014B2 true JPH033014B2 (en) | 1991-01-17 |
Family
ID=15595543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15495485A Granted JPS6217238A (en) | 1985-07-12 | 1985-07-12 | Column base fixing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6217238A (en) |
-
1985
- 1985-07-12 JP JP15495485A patent/JPS6217238A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6217238A (en) | 1987-01-26 |
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