JPH0738393Y2 - Fixed hardware for foundation pillars for double walls - Google Patents
Fixed hardware for foundation pillars for double wallsInfo
- Publication number
- JPH0738393Y2 JPH0738393Y2 JP984391U JP984391U JPH0738393Y2 JP H0738393 Y2 JPH0738393 Y2 JP H0738393Y2 JP 984391 U JP984391 U JP 984391U JP 984391 U JP984391 U JP 984391U JP H0738393 Y2 JPH0738393 Y2 JP H0738393Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall
- double
- fixed
- base
- support mechanism
- 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 - Lifetime
Links
Landscapes
- Residential Or Office Buildings (AREA)
- Finishing Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、外側の壁の内側に内壁
を形成し、室内の環境を良好にする二重壁を形成する場
合、内壁を留付ける下地柱を容易に形成することができ
る二重壁用下地柱の固定金物に関する。INDUSTRIAL APPLICABILITY The present invention provides an inner wall inside an outer wall, and when forming a double wall for improving the indoor environment, it is possible to easily form a base column for fastening the inner wall. The present invention relates to a fixed metal fixture for a double wall foundation column.
【0002】[0002]
【従来の技術】二重壁は、寒冷地等で室内の温度を外部
に逃さないために有効であるが、特に地下室の環境をよ
くするために広く用いられている。地下室は、鉄筋コン
クリートの壁体(以下壁体という)で形成されているが
壁体の外側は土に直接接しているので、壁体面は、年間
を通じてほぼ同じ温度を保持する土の温度と等しくな
る。したがって、室内の温度が上記壁体面より大幅に高
いと、室内の空気が、冷えた壁体面に接して露点以下と
なり、壁体面に結露する。2. Description of the Related Art Double walls are effective in preventing the temperature inside a room from escaping to the outside in cold regions and the like, but are widely used especially for improving the environment of the basement. The basement is made of reinforced concrete walls (hereinafter referred to as walls), but the outside of the walls is in direct contact with the soil, so the wall surface is equal to the temperature of the soil, which maintains approximately the same temperature throughout the year. . Therefore, when the temperature in the room is significantly higher than the wall surface, the air in the room comes in contact with the cold wall surface to be below the dew point and dew on the wall surface.
【0003】従来これを避けるため、図10に示すよう
に、外側の土1に接している壁体2の内面と間隔をおい
て室内3側にコンクリートブロック4のような透湿性材
料を積上げて内壁5を形成する。この状態においては、
内壁5の室内3側の面5aには結露せず室内3の湿気は
内壁5を透過して壁体2面に結露する。通常、この結露
水は、壁体面と内壁5の間の底部に設けられた水路6に
導かれ排出される。また、壁体2に土1側から漏水があ
った場合にもこの水路6が使用される。Conventionally, in order to avoid this, as shown in FIG. 10, a moisture permeable material such as a concrete block 4 is piled up on the inside of the room 3 with a space from the inner surface of the wall 2 in contact with the outer soil 1. The inner wall 5 is formed. In this state,
The surface 5a of the inner wall 5 on the indoor 3 side does not condense, and the moisture in the room 3 permeates the inner wall 5 and condenses on the surface of the wall body 2. Usually, this condensed water is guided to a water channel 6 provided at the bottom between the wall surface and the inner wall 5 and discharged. The water channel 6 is also used when the wall body 2 leaks water from the soil 1 side.
【0004】しかし、上記コンクリートブロック4を積
上げて内壁5をつくるには、目地にモルタルを詰めねば
ならない。また積重ねて一定の高さ以上となる場合に
は、途中に鉄筋コンクリートの臥梁7を設けて、壁体2
と接続補強しなければならず、湿気の多い悪環境下の人
手を要する施工費のかかる作業となっている。また、コ
ンクリートブロック4の厚さも10cm以上あり、背部に
目地モルタルが落ち、水路に入り流れが悪くなるので、
内壁5を水路6から所定の距離8を設けてつくらなけれ
ばならず、地下室の使用可能な床面積を狭める不都合が
あった。However, in order to stack the concrete blocks 4 to form the inner wall 5, the joints must be filled with mortar. When the piles are stacked to a certain height or more, a reinforced concrete girder 7 is provided in the middle of the wall 2
Since it is necessary to reinforce the connection, it is a labor-intensive work that requires manpower in a bad and humid environment. In addition, since the concrete block 4 has a thickness of 10 cm or more, the joint mortar drops on the back and enters the waterway, which causes poor flow.
The inner wall 5 had to be formed at a predetermined distance 8 from the water channel 6, which had the disadvantage of reducing the usable floor area of the basement.
【0005】これを解決するものとして、本出願人は、
図11に示すように、壁体2面に内壁を形成する板材1
1の寸法に合わせて地下柱12を突設し、背面支持材1
3を上記壁体2の面に配置固定して板材11を配設し、
その両側縁を地下柱12にとめ具14によってとめ付け
ることによって内壁5を形成した。上記背面支持材13
は通常接着剤15によって壁体2、板材11の対向する
面に接着して両者を接続する。As a solution to this, the present applicant has
As shown in FIG. 11, a plate material 1 that forms an inner wall on the surface of the wall body 2
Underground pillars 12 are projected according to the size of 1, and the back support 1
3 is arranged and fixed on the surface of the wall body 2 and the plate member 11 is arranged,
The inner wall 5 was formed by fixing the both side edges to the underground pillar 12 with the fasteners 14. The back support member 13
Is usually adhered to the opposing surfaces of the wall body 2 and the plate member 11 with an adhesive 15 to connect them.
【0006】しかし、壁体2の面の温度が室内3の温度
より低い場合、上記背面支持材13の熱伝導がよいと、
これが冷橋となって、板材11面に結露を生ずるため、
背面支持材13として、合成樹脂系発泡体を用いること
によって冷橋となるのを防止するとともに、背面支持材
としての機能を持たせる。However, when the temperature of the surface of the wall 2 is lower than the temperature of the room 3, it is said that the back support member 13 has good heat conduction.
Since this becomes a cold bridge and dew condensation occurs on the surface of the plate material 11,
By using a synthetic resin foam as the back support material 13, it is possible to prevent the bridge from becoming a cold bridge and to have a function as a back support material.
【0007】この方法によって板材11面の結露は防止
出来るが、地下柱12,12の間隔は狭く、その数が多
くなって、建設費が嵩むばかりでなく、壁体2と室内3
の温度差がさらに大きくなると、上記地柱12が冷橋と
なって板材11に結露することもあった。Although dew condensation on the surface of the plate material 11 can be prevented by this method, the distance between the underground columns 12, 12 is narrow and the number of them is large, which not only increases the construction cost, but also increases the wall 2 and the room 3.
When the temperature difference of 1 becomes larger, the above-mentioned pillar 12 may become a cold bridge and dew on the plate 11.
【0008】そのため、本出願人は、さらに図12ない
し図15に示すように、板材11の背面を合成樹脂発泡
体製の背面支持材13によって支持するとともに、板材
11の縦接続部16を地下室の床17に垂直なCチャン
ネル下地柱18で支持することによって、地下柱12の
間隔を広げた二重壁を提案した(実願昭62−1235
27号)。Therefore, as shown in FIGS. 12 to 15, the applicant of the present invention further supports the back surface of the plate member 11 by the back surface support member 13 made of synthetic resin foam, and the vertical connecting portion 16 of the plate member 11 in the basement. We proposed a double wall in which the space between the underground pillars 12 is widened by supporting the C-channel ground pillars 18 which are perpendicular to the floor 17 (Japanese Utility Model Application No. 62-1235).
27).
【0009】[0009]
【考案が解決しようとする課題】しかしながら、上記縦
接合部16を支持する支持部材は、下地柱18の背面1
8cを上記縦接合部16の位置として、頭部を上記壁体
2に埋設固定した周囲に雄ねじ19aを有する支持ロッ
ド19に、2枚のワッシャ20、およびこれらワッシャ
20を挟んでナット21を螺合するとともに、上記ワッ
シャ20によってCチャンネル下地柱18の開口部18
aの両側リップ部18bを挟持して、ナット21を締め
て、上記Cチャンネル柱18を固定した後、背面部18
cに板材11の端部をビス22などによって留付けてい
る。However, the supporting member for supporting the vertical joint portion 16 is the rear surface 1 of the base pillar 18.
8c is the position of the vertical joint portion 16, and the washer 20 is sandwiched between the support rod 19 having the male screw 19a around the head portion embedded in and fixed to the wall body 2, and the nut 21 is screwed with the washer 20 interposed therebetween. When the washer 20 is fitted, the opening portion 18 of the C-channel foundation pillar 18 is
After sandwiching both side lip portions 18b of a, tightening the nut 21, and fixing the C channel column 18, the rear portion 18
The end of the plate material 11 is fastened to c by screws 22 or the like.
【0010】しかし、2枚のワッシャ20,20を対向
して位置せしめナット21で締付ける際に、ワッシャ2
0が共まわりし、これを阻止することが困難であるばか
りでなく、これを取付けた後にもワッシャ20の支持ロ
ッド19に対する位置を調整するため、2ケのナットを
移動しなければならず、それに伴なって、2ケのワッシ
ャの対向位置が変り易く、これを防止するため熟練した
人手と時間を要する欠点があった。However, when the two washers 20, 20 are positioned opposite to each other and tightened with the nut 21, the washer 2
Not only is it difficult to prevent this, but also after mounting it, the two nuts must be moved in order to adjust the position of the washer 20 with respect to the support rod 19. Along with this, the facing positions of the two washers are apt to change, and there is a drawback that it requires skilled man and time to prevent this.
【0011】本考案は上記の事情に鑑みてなされたもの
で、下地柱の開口部に固定され、壁体の面と下地柱との
間隔を調整する支持ロッドが容易に取付けることが出来
る。一体に形成された二重壁用下地柱の固定金物を提供
することを目的とする。The present invention has been made in view of the above circumstances, and a support rod that is fixed to the opening of the base pillar and that adjusts the distance between the surface of the wall body and the base pillar can be easily attached. An object of the present invention is to provide an integrally formed fixture for a double-walled base pillar.
【0012】[0012]
【課題を解決するための手段】本考案においては、一方
の面に所定幅の開口部を有する下地柱を、外側の壁体か
ら間隔をおいて固定する二重壁用下地柱の固定金物であ
って、下地柱の開口部を形成する、対向したリップ部を
挟持固定する間隔をおいて平行に設けられた板体よりな
る挟持部が、両側に一体に設けられ、かつこれら挟持部
の間には壁体にこれを係止する、上記板体に対して垂直
方向の支持機構が形成されている二重壁用下地柱の固定
金物を用いることによって問題解決の手段とした。SUMMARY OF THE INVENTION According to the present invention, there is provided a fixture for a double-walled base pillar for fixing a base pillar having an opening of a predetermined width on one surface thereof at a distance from an outer wall body. In addition, a sandwiching portion formed of parallel plate bodies that sandwich and fix the facing lip portions that form the opening of the base pillar is provided integrally on both sides, and between the sandwiching portions. As a means for solving the problem, a fixed metal object for a double-walled base column, which has a support mechanism in a direction perpendicular to the plate body, which is locked to the wall body, is used for this.
【0013】[0013]
【作用】本考案に係る二重壁用下地柱の固定金物は、上
記の構成となっているので、両側の挟持部を上下方向に
して開口部に位置せしめ、90°回転させれば両側の挟
持部は下地柱の開口部のリップ部を挟持し固定する。Since the fixing hardware for the double-walled base pillar according to the present invention has the above-mentioned structure, the holding parts on both sides are positioned in the vertical direction and positioned in the opening, and when they are rotated by 90 °, both sides are fixed. The holding portion holds and fixes the lip portion of the opening of the base pillar.
【0014】このようにして固定された固定金物に支持
ロッドを挿通し、ナットによって支持ロッドに対する、
固定金物の位置を調整しても、固定金物が動くことがな
い。The support rod is inserted through the fixed metal object fixed in this way, and the nut is attached to the support rod by a nut.
The fixed hardware does not move even if the position of the fixed hardware is adjusted.
【0015】[0015]
【実施例】本考案に用いられる内壁を形成するのに用い
られる板材は、セメント系材料によってつくられたもの
で、軽量で、製造が容易なことから、図1に示すよう
な、上記材料を押出成形してつくられた平行な多数の貫
通孔23が設けられた中空長方形の板材11が主として
用いられるが、通気性に優れていればこれに限定される
ものではない。EXAMPLES The plate material used to form the inner wall used in the present invention is made of cement-based material and is lightweight and easy to manufacture. A hollow rectangular plate material 11 provided with a large number of parallel through holes 23 formed by extrusion molding is mainly used, but it is not limited to this as long as it has excellent air permeability.
【0016】図2ないし図5は、本考案に係る二重壁用
下地柱の固定金物(以下固定金物という)31の一実施
例を示すもので、図15と同一部分には同一符号を付し
て説明を簡略化する。図中符号32は、Cチャンネル形
状の下地柱18の開口部18aに位置せしめられ、リッ
プ部18bを挟持固定する板体32a,32bが一体か
つ平行にに形成された固定金物31の挟持部で、固定金
物31の中央にはボルト孔33が垂直に穿設されてい
る。FIGS. 2 to 5 show an embodiment of a fixed hardware (hereinafter referred to as a fixed hardware) 31 of a double-walled base pillar according to the present invention. The same parts as those in FIG. 15 are designated by the same reference numerals. To simplify the description. Reference numeral 32 in the drawing denotes a holding portion of a fixed metal member 31 which is located in the opening portion 18a of the C-channel-shaped base column 18 and in which plate bodies 32a and 32b for holding and fixing the lip portion 18b are formed integrally and in parallel. A bolt hole 33 is vertically formed in the center of the fixed hardware 31.
【0017】上記固定金物31は、中央にボルト孔33
が穿設された長方形の金属板をプレス成形することによ
って容易に成形されるが、プレス成形の際ボルト孔33
を同時に成形することもできる。The fixed hardware 31 has a bolt hole 33 at the center.
It is easily formed by press-forming a rectangular metal plate in which the holes are formed.
Can also be molded at the same time.
【0018】上記固定金物31を用いてCチャンネル状
の下地柱18を固定するには、図5に示すように、挟持
部32でCチャンネル状の下地柱18のリップ部18b
を挟持せしめることによって、固定金物31と下地柱1
8は係止される。その際、下地板18の開口部18aの
上下端部においてリップ部18bを挟持せしめ、所定の
位置までずらしてもよいが、両側の挟持部32の間を開
口部18aの幅より狭く形成し、開口部18a内で回動
可能な寸法とし、開口部18a内に固定金物の挟持部3
2を上下方向にして位置せしめ90°回動させることに
よって、下地柱18の所定の位置に固定金物31を固定
することができる。このようにすれば、固定金物31の
位置を修正する距離が少なくてすみ、Cチャンネル状の
下地柱18のリップ部18bが損傷されない。In order to fix the C-channel base pillar 18 using the fixing hardware 31, as shown in FIG. 5, the holding portion 32 holds the lip portion 18b of the C-channel base pillar 18.
By fixing the fixed hardware 31 and the base pillar 1
8 is locked. At this time, the lip portions 18b may be clamped at the upper and lower ends of the opening 18a of the base plate 18 and may be displaced to a predetermined position, but the gap between the clamping portions 32 on both sides is formed narrower than the width of the opening 18a, The size is such that it can be rotated in the opening 18a, and the holding portion 3 of the fixed metal object is held in the opening 18a.
The fixed metal member 31 can be fixed to a predetermined position of the base column 18 by positioning the 2 in the vertical direction and rotating the same by 90 °. In this way, the distance for correcting the position of the fixed hardware 31 is small, and the lip portion 18b of the C-channel base column 18 is not damaged.
【0019】上記固定金物31は、下地柱18の長さ方
向所望な位置に取付けることができ、しかも挟持部32
のスプリング力によってリップ部18bを挟持している
ので容易に脱落することなく、しかも上下方向には、ハ
ンマでたたくことによって、位置の微調整は容易であ
る。The fixed hardware 31 can be attached at a desired position in the lengthwise direction of the base pillar 18, and the holding portion 32 is provided.
Since the lip portion 18b is clamped by the spring force, the position of the lip portion 18b is not easily dropped, and fine adjustment of the position is easy by hitting with a hammer in the vertical direction.
【0020】上記固定金物31を用いて下地柱18を取
付けるには、先ず壁体2の面に垂直方向に間隔をおい
て、支持ロッド19を壁体2の面に対して垂直に固定す
るとともにナット21を螺合する。In order to mount the base pillars 18 using the fixed hardware 31, first of all, the support rods 19 are fixed perpendicularly to the surface of the wall body 2 at intervals in the direction perpendicular to the surface of the wall body 2. The nut 21 is screwed.
【0021】次いで下地柱18の開口部18aのリップ
部18bに固定金物31を、上記壁体2の面に垂直に固
定されたナット21が螺合された支持ロッド19に対応
した位置に固定する。この下地柱18に取付けられた固
定金物31のボルト孔33を上記支持ロッド19にそれ
ぞれ挿入する。その際、必要に応じて固定金物31の位
置を修正する。次いでナット21をスプリングワッシャ
34を介して螺合するとともに、前に螺合したナット2
1で固定金物を挟持固定する。この場合、ナット21,
21を支持ロッド19に対して適宜移動させて締め付
け、上下方向に間隔をおいて設けられた支持ロッド19
によって、下地柱18が固定されるとともに、壁体との
距離が一定となるように調整されるが、ナット21をゆ
るめても、固定金物31は脱落することがないので容器
に下地柱18が所定の位置に固定される。この下地柱1
8に板材11の端部をビス22で留付けることによっ
て、内壁が形成される。Next, the fixing hardware 31 is fixed to the lip portion 18b of the opening 18a of the base column 18 at a position corresponding to the support rod 19 screwed with the nut 21 fixed perpendicularly to the surface of the wall 2. . The bolt holes 33 of the fixed hardware 31 attached to the base pillar 18 are inserted into the support rods 19, respectively. At that time, the position of the fixed hardware 31 is corrected if necessary. Next, the nut 21 is screwed through the spring washer 34, and the nut 2 screwed in front is also screwed.
The fixed hardware is clamped and fixed at 1. In this case, the nut 21,
21 are appropriately moved with respect to the support rod 19 and tightened, and the support rods 19 are provided at intervals in the vertical direction.
By this, the base pillar 18 is fixed and adjusted so that the distance to the wall body is constant, but even if the nut 21 is loosened, the fixing hardware 31 does not fall off, so the base pillar 18 is placed in the container. It is fixed in place. This foundation pillar 1
An inner wall is formed by fastening the end portion of the plate material 11 to 8 with screws 22.
【0022】上記説明において、固定金物は、長方形の
金属板をプレス成形したが、両側に挟持部を有し、中央
にボルト孔が設けられた一体の金物であればよく、上記
形状に限定されるものではない。In the above description, the fixed metal member is formed by pressing a rectangular metal plate, but may be any metal member having a holding portion on both sides and a bolt hole in the center, and is not limited to the above shape. Not something.
【0023】また、上記支持ロッド19の壁体2に対す
る固定方法は、支持ロッドを「あと施工アンカ」とした
り、或いは「あと施工スリーブ」を固定して、これに螺
合すると便利に使用できる。また支持ロッドを2分し
て、一方を他方に対して逆ねじとしターンバックルで接
続してもよい。これらの方法はいずれも公知である。As a method of fixing the support rods 19 to the wall body 2, it is convenient to use the support rods as "post-installed anchors" or to fix the "post-installed sleeves" and screw them together. Alternatively, the support rod may be divided into two parts, one of which is reverse-threaded to the other and connected by a turnbuckle. All of these methods are known.
【0024】また、下地柱としてCチャンネル状のもの
を使用したが、挟持部が挟持するリップ部を有すればよ
く、例えば図6に示すように開口部18の代わりに、固
定金物31を取付ける部分に開口窓35を設けてもよ
い。また固定金物31の挟持部32として、図7に示す
ように中央と両側の上下位置を逆にしてもよい。Further, although the C-channel base pillar is used as the base pillar, it suffices if the holding portion has a lip portion that holds the holding portion. For example, as shown in FIG. You may provide the opening window 35 in a part. Further, as the sandwiching portion 32 of the fixed hardware 31, the upper and lower positions of the center and both sides may be reversed as shown in FIG.
【0025】さらに、固定金物31はボルト孔32にボ
ルトを挿通したが、このボルト孔32の位置に図8又は
図9に示すように雌ねじの設けられたスリーブ37、或
いは雄ねじが設けられた棒体36を固定し、支持ロッド
を間接的或いは直接的に取付けて壁体に係止してもよ
い。Further, in the fixed hardware 31, a bolt is inserted into the bolt hole 32, but at the position of the bolt hole 32, a sleeve 37 having a female screw as shown in FIG. 8 or 9, or a rod having a male screw is provided. The body 36 may be fixed and the support rods may be attached indirectly or directly to the wall.
【0026】[0026]
【考案の効果】以上説明したように、本考案に係る二重
壁用下地柱の固定金物は、そのスプリング力によって下
地柱に強固に取付けられ、しかも上下方向の変位調整が
可能でさらに、支持ロッドの取付け、およびその長さの
調節が簡単なため、支持ロッドによって下地柱が、壁体
から所定の距離をおいて容易に取付けられる。したがっ
て、施工に熟練した人手を要しない。また、製造が容易
で安価につくることができ、さらに工場において下地柱
の所定位置に取付けて施工現場に送ることができるの
で、現場作業は簡略化され、安価な施工が可能となる等
の利点がある。As described above, the fixed hardware of the double-walled base pillar according to the present invention is firmly attached to the base pillar by its spring force, and the vertical displacement can be adjusted. Since the rod can be easily attached and the length thereof can be easily adjusted, the base rod can be easily attached at a predetermined distance from the wall by the support rod. Therefore, skilled workers are not required for construction. In addition, it is easy to manufacture and can be manufactured at low cost, and it can be attached to a predetermined position of the foundation pillar in the factory and sent to the construction site, which simplifies the site work and makes it possible to perform inexpensive construction. There is.
【図1】本考案において内壁に用いられる板材の一例を
示す斜視図である。FIG. 1 is a perspective view showing an example of a plate material used for an inner wall in the present invention.
【図2】本考案の固定金物の一実施例を示す斜視図であ
る。FIG. 2 is a perspective view showing an embodiment of the fixed hardware of the present invention.
【図3】図1のIII−III線矢視図断面図である。3 is a sectional view taken along the line III-III of FIG.
【図4】図3のIV−IV線矢視図である。FIG. 4 is a view taken along the line IV-IV of FIG.
【図5】本考案の固定金具を用いて下地柱を壁体2に取
付け、板材を留付けた状態を示す平面図である。FIG. 5 is a plan view showing a state in which a base pillar is attached to the wall body 2 and a plate member is fastened using the fixing fitting of the present invention.
【図6】下地柱の他の例を示す正面図である。FIG. 6 is a front view showing another example of the base pillar.
【図7】固定金物の挟持部の他の例を示す図2相当図で
ある。FIG. 7 is a view corresponding to FIG. 2, showing another example of the holding part of the fixed hardware.
【図8】雌ねじを有するスリーブが設けられた固定金物
の側面図である。FIG. 8 is a side view of a fixed hardware provided with a sleeve having an internal thread.
【図9】雄ねじを有する棒体が設けられた固定金物の側
面図である。FIG. 9 is a side view of a fixed metal object provided with a rod body having a male screw.
【図10】従来の二重壁の説明図である。FIG. 10 is an explanatory view of a conventional double wall.
【図11】板材を内壁とした地下柱の多い場合の図であ
る。FIG. 11 is a diagram showing a case where there are many underground columns having a plate material as an inner wall.
【図12】改良された従来の二重壁の平面図である。FIG. 12 is a plan view of an improved conventional double wall.
【図13】図12のXIII−XIII線矢視図である。13 is a view taken along the line XIII-XIII in FIG.
【図14】図12のXIV−XIV線矢視図である。14 is a view taken along the line XIV-XIV in FIG.
【図15】図12の板材接合部近傍の詳細図である。FIG. 15 is a detailed view of the vicinity of the plate material joint in FIG.
2 壁体 11 板材 18 Cチャンネル状の下地柱(下地柱) 18a 開口部 18b リップ部 19 支持ロッド 19a 雄ねじ 21 ナット 31 固定金物 32 挟持部 32a 板体 32b 板体 33 ボルト孔 36 雄ねじの設けられた棒状 37 雌ねじの設けられたスリーブ 2 Walls 11 Plates 18 C Channel-shaped base pillars (base pillars) 18a Openings 18b Lips 19 Support rods 19a Male screws 21 Nuts 31 Fixing hardware 32 Clamping parts 32a Plates 32b Plates 33 Bolt holes 36 Provided with male screws Rod 37 Sleeve with internal thread
Claims (4)
口部を有する下地柱を、外側の壁体から間隔をおいて固
定する二重壁用下地柱の固定金物であって、上記下地柱
の開口部を形成する、対向したリップ部を挟持固定する
間隔をおいて平行に設けられた板体よりなる挟持部が両
側に一体に設けられ、かつこれら挟持部の間には壁体に
これを係止する上記板体に対して垂直方向の支持機構が
形成されていることを特徴とする二重壁用下地柱の固定
金物。1. A fixture for a double-walled base column for fixing an inner wall to which an inner wall is attached and having an opening of a predetermined width on one surface at a distance from an outer wall body. Clamping portions formed of parallel plate plates that sandwich and fix the opposed lip portions that form the openings of the pillars are integrally provided on both sides, and a wall body is provided between these clip portions. A fixture for a base post for a double wall, characterized in that a support mechanism in a direction perpendicular to the plate body that locks this is formed.
である請求項1記載の二重壁用下地柱の固定金物。2. The fixture for a base post for a double wall according to claim 1, wherein the support mechanism is a bolt hole through which a bolt is inserted.
いる、一体に取付けられたロッドである請求項1記載の
二重壁用下地柱の固定金物。3. The fixture for a base post for a double wall according to claim 1, wherein the support mechanism is a rod integrally mounted with a male screw provided around the support mechanism.
一体に取付けられたスリーブである請求項1記載の二重
壁用下地柱の固定金物。4. The support mechanism is provided with an internal thread,
The fixed hardware for a double-walled base pillar according to claim 1, wherein the sleeve is integrally attached.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP984391U JPH0738393Y2 (en) | 1991-02-27 | 1991-02-27 | Fixed hardware for foundation pillars for double walls |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP984391U JPH0738393Y2 (en) | 1991-02-27 | 1991-02-27 | Fixed hardware for foundation pillars for double walls |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0612542U JPH0612542U (en) | 1994-02-18 |
JPH0738393Y2 true JPH0738393Y2 (en) | 1995-08-30 |
Family
ID=11731412
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP984391U Expired - Lifetime JPH0738393Y2 (en) | 1991-02-27 | 1991-02-27 | Fixed hardware for foundation pillars for double walls |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0738393Y2 (en) |
-
1991
- 1991-02-27 JP JP984391U patent/JPH0738393Y2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0612542U (en) | 1994-02-18 |
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