JPH0238988Y2 - - Google Patents

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Publication number
JPH0238988Y2
JPH0238988Y2 JP1984072154U JP7215484U JPH0238988Y2 JP H0238988 Y2 JPH0238988 Y2 JP H0238988Y2 JP 1984072154 U JP1984072154 U JP 1984072154U JP 7215484 U JP7215484 U JP 7215484U JP H0238988 Y2 JPH0238988 Y2 JP H0238988Y2
Authority
JP
Japan
Prior art keywords
joint
wall
formwork
rods
holes
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
Application number
JP1984072154U
Other languages
Japanese (ja)
Other versions
JPS60184940U (en
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 filed Critical
Priority to JP7215484U priority Critical patent/JPS60184940U/en
Publication of JPS60184940U publication Critical patent/JPS60184940U/en
Application granted granted Critical
Publication of JPH0238988Y2 publication Critical patent/JPH0238988Y2/ja
Granted legal-status Critical Current

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  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【考案の詳細な説明】 本考案は、亀裂誘発目地成形型材に係るもので
ある。
[Detailed Description of the Invention] The present invention relates to a crack-inducing joint forming profile.

コンクリート建築物では、躯体の適所に第3図
に示すような亀裂誘発目地B1,B2が設けられる。
この亀裂誘発目地は、躯体Aにおける亀裂を許容
し得る箇所で、外壁A1と内壁A2との同一位置に、
相い対峙させて形成し、大地震の際に、目地間で
躯体Aに積極的に亀裂XBを生じさせて、他への
波及を阻止し、災害を防止しようとするものであ
る。
In concrete buildings, crack-inducing joints B 1 and B 2 as shown in Figure 3 are provided at appropriate locations in the building frame.
This crack-inducing joint is a place where cracks can be tolerated in the building frame A, and is located at the same position on the outer wall A 1 and the inner wall A 2 .
They are formed so that they face each other, and in the event of a major earthquake, cracks X B are actively generated in the building frame A between the joints to prevent the spread to other areas and prevent disasters.

従来、この亀裂誘発目地を形成するには、コン
クリート打設前の外壁側型枠と内壁側型枠との内
面に、それぞれ目地棒を釘付けすることにより行
われる。そして、その目地棒の取り付けは、ま
ず、最初にセツトした一方の型枠の内面に、墨出
しの上一方の目地棒を釘付けし、次いで、壁筋の
配筋後にセツトした他方の型枠の内面に、その一
方の目地棒に位置合わせして墨出しを行い、他方
の目地棒を釘付けするのが普通である。
Conventionally, crack-inducing joints are formed by nailing joint rods to the inner surfaces of the outer wall formwork and the inner wall formwork before concrete is poured. To install the joint rods, first nail one of the joint rods above the markings to the inner surface of one of the formworks that was set first, and then nail them to the inner surface of the other formwork that was set after placing the wall reinforcements. It is common to mark the inner surface in alignment with one of the joint bars, and then nail the other joint bar.

従つて、この場合には、他方の型枠における目
地棒の取り付けが、型枠間の間隔が狭いこと、壁
筋があること等から極めて困難であり、また、特
に目地棒の釘打ちが困難なため釘のピツチが粗く
なりがちで、コンクリート打設後脱型してみる
と、以外に、コンクリートの側圧で目地棒が折れ
たり、歪曲したり、或いは、目地棒と型枠との間
にコンクリートが廻り込んで目地棒が壁の中に埋
め込まれたりすることが多い。更に、内壁側の目
地棒はややもすると忘れがちになり、取り付けな
いでコンクリート打設することも多く、この場合
には、後ほどスキルソー等の工具によりコンクリ
ートの切断が必要となり、斫りによる目地掘りも
必要となる。
Therefore, in this case, it is extremely difficult to attach the joint bar to the other formwork due to the narrow spacing between the formworks and the presence of wall striations, and it is especially difficult to nail the joint bar. For this reason, the pitch of the nails tends to be rough, and when removing the mold after pouring concrete, the joint bar may break or become distorted due to the lateral pressure of the concrete, or there may be problems between the joint bar and the formwork. In many cases, the concrete goes around and the joint rods are embedded in the wall. Furthermore, it is easy to forget about the joint rods on the inner wall, and concrete is often poured without attaching them. is also required.

本考案は、斯る従来の問題点を解決しようとす
るものである。
The present invention attempts to solve these conventional problems.

而して、本考案は、図面に示すように、相い対
応する外壁用目地棒1と内壁用目地棒2とを、並
行する複数の連結棒3……により離脱可能に連係
し、而して、両目地棒1,2は、板体により溝壁
がテーパをなす溝形に形成すると共に、両側縁に
外向きフランジ11,11,21,21を形成
し、これらのフランジに釘孔12……,22……
を配列し、溝底部13,23に複数の透孔14…
…,24……を適宜間隔で配列して、これらの透
孔にて上記連結棒3……を装備させ、もつて、型
枠のセツトに当つて容易に組み込めるようにし、
所期の目的を達成したものである。
As shown in the drawings, the present invention connects the corresponding exterior wall joint rods 1 and interior wall joint rods 2 in a removable manner by a plurality of parallel connecting rods 3. Both joint bars 1 and 2 are formed into a groove shape with tapered groove walls by a plate body, and outward flanges 11, 11, 21, 21 are formed on both side edges, and nail holes 12 are formed in these flanges. ...,22...
are arranged, and a plurality of through holes 14... are arranged in the groove bottoms 13, 23.
. . , 24 . . . are arranged at appropriate intervals, and the connecting rods 3 .
It achieved its intended purpose.

以下、第1図、第2図に示す実施例について説
明する。
The embodiment shown in FIGS. 1 and 2 will be described below.

第1図、第2図において、1,2は、外壁用と
内壁用の同形の目地棒であり、これらの目地棒
は、鋼板により溝壁がテーパをなす溝形に形成す
ると共に、両側縁に外向きのフランジ11,1
1,21,21を形成し、これらのフランジには
釘孔12……,22……を等間隔に配列し、ま
た、溝底部13,23に透孔14……,24……
を適宜間隔で配列しており、溝口部の適所に補強
用継ぎ片15……,25……を接合している。
In Figs. 1 and 2, 1 and 2 are joint rods of the same shape for the outer wall and the inner wall. outward facing flange 11,1
1, 21, 21 are formed, nail holes 12..., 22... are arranged at equal intervals in these flanges, and through holes 14..., 24... are arranged in the groove bottoms 13, 23.
are arranged at appropriate intervals, and reinforcing joint pieces 15..., 25... are joined at appropriate locations at the groove openings.

3……は、上記両目地棒1,2間を連係する複
数の連結棒であり、これらの連結棒は、鋼棒から
成り、躯体コンクリート壁の壁厚さに対応する適
宜長さとすると共に、両端に上記透孔14……,
24……へ挿通するねじ部31,32を設け、且
つ、一方のねじ部31を短く、他方のねじ部32
を長く形成し、一方のねじ部31に1個のナツト
33を、他方のねじ部32に2個のナツト34,
35を螺合している。
3... are a plurality of connecting rods that connect the joint rods 1 and 2, these connecting rods are made of steel rods, and have an appropriate length corresponding to the wall thickness of the concrete wall, and The above-mentioned through holes 14 at both ends...,
24... are provided, and one threaded part 31 is short and the other threaded part 32 is short.
one nut 33 on one threaded part 31 and two nuts 34 on the other threaded part 32.
35 are screwed together.

而して、連結棒3……は、一方のねじ部31
を、溝口を外側に向けた外壁用目地棒1の透孔1
4……へ挿通して、該ねじ部31に目地棒溝内で
ナツト33を螺合して締め付けることにより、一
端を外壁用目地棒1へ離脱可能に連係し、また、
他方のねじ部32も同様にして溝口を外側に向け
た内壁用目地棒2の透孔24……へ連通して、該
ねじ部32に目地棒溝内でナツト34を螺合し締
め付けることにより、他端を内壁用目地棒2へ離
脱可能に連係している。
Therefore, the connecting rod 3... has one threaded portion 31.
, the through hole 1 of the external wall joint rod 1 with the groove mouth facing outward.
4..., and by screwing and tightening the nut 33 in the joint bar groove to the threaded part 31, one end is removably connected to the external wall joint bar 1, and,
Similarly, the other threaded part 32 is connected to the through hole 24 of the inner wall joint bar 2 with the groove opening facing outward, and a nut 34 is screwed into the threaded part 32 within the joint bar groove and tightened. , the other end is removably connected to the inner wall joint rod 2.

如上の構成であり、使用に当つては、まず、セ
ツトした外壁側型枠M1の内面に墨出しをして、
これに沿わせて外壁用目地棒1を当接し、釘孔1
2……を通して釘N……を打ち付けることによ
り、この外壁用目地棒1を外壁側型枠M1へ釘付
けする。次に、連結棒3……の他端の外側のナツ
ト35を外しておいて、内壁側型枠M1のセツト
に際して、一旦該内壁側型枠を連結棒3の他端へ
突き当てて連結棒の位置を印し、該部を穿孔し
て、その孔を、該内壁側型枠のセツトと同時に連
結棒3他端のねじ部32へ嵌合させ、型枠外側に
突出した該ねじ部32の端部にナツト35を螺合
し締め付けて、連結棒他端を内壁側型枠M2へ離
脱可能に取り付けし、これを以て内壁用目地棒2
を内壁側型枠内面へ当接させる。
The structure is as shown above, and when using it, first mark the inner surface of the outer wall side formwork M1 that has been set,
Along this line, touch the joint rod 1 for the exterior wall and nail hole 1.
2. Nail this external wall joint bar 1 to the external wall formwork M1 by driving nails N through the holes. Next, the nut 35 on the outside of the other end of the connecting rod 3 is removed, and when setting the inner wall formwork M1 , the inner wall side formwork is once pressed against the other end of the connecting rod 3 to connect it. Mark the position of the rod, drill a hole in that part, and fit the hole into the threaded part 32 at the other end of the connecting rod 3 at the same time as the inner wall side formwork is set, so that the threaded part protrudes outside the formwork. Screw the nut 35 onto the end of the connecting rod 32 and tighten it to removably attach the other end of the connecting rod to the inner wall side formwork M2 , and with this, the inner wall joint rod 2
abut against the inner surface of the formwork on the inner wall side.

このように取り付けした後は、従来通り型枠
M1,M2内へコンクリートを打設すればよく、該
打設コンクリートの固化後は、連結棒3……だけ
を埋殺しにして、その他のものを取り除く。
After installing in this way, install the formwork as usual.
It is sufficient to pour concrete into M 1 and M 2 , and after the concrete has hardened, only the connecting rods 3 are buried and the others are removed.

なお、連結棒3……の一端のねじ部31も、他
端のねじ部32と同様に長くし、且つ、ナツトを
2個螺合して、外壁側型枠M1へ他側と同様にナ
ツトにて締め付けることにより取り付けるように
してもよい。また、連結棒3……は、型枠を定間
隔に保持するセパレータを利用してもよい。目地
棒1,2は、合成樹脂等により形成してもよい。
In addition, the threaded part 31 at one end of the connecting rod 3... should be made long in the same way as the threaded part 32 at the other end, and two nuts should be screwed together to attach it to the outer wall side formwork M1 in the same way as the other end. It may be attached by tightening with a nut. Further, the connecting rods 3 may use separators that hold the formwork at regular intervals. The joint bars 1 and 2 may be made of synthetic resin or the like.

本考案によれば、相い対応する外壁用目地棒1
と内壁用目地棒2とを、並行する複数の連結棒3
……により離脱可能に連係したので、型枠への組
み込みの際は、一方の目地棒を定位置にセツトす
ることにより、他方の目地棒をも自動的に且つ的
確に定位置にセツトでき、外壁側型枠と内壁側型
枠との間隔が狭くとも、また、その間に壁筋があ
つても、容易に組み込むことができて、取り付け
の手間を低減でき、而して、両目地棒1,2は、
溝壁がテーパをなす溝形であり、両側縁に外向き
フランジ11,11,21,21を有し、これら
のフランジに釘孔12……,22……を配列した
ものであるから、外向きフランジ11,11,2
1,21にて釘孔12……,22……を以て型枠
へと容易に釘打ちでき、このようにして型枠に確
実に密接固定できるので、目地棒と型枠との間に
コンクリートが廻り込んで目地棒が壁の中に埋ま
つてしまうこともなければ、折れたり歪曲したり
することもなく、勿論、再利用することも可能で
あり、しかも、一方の目地棒を取り付ければ他方
の目地棒も必然的に取り付けることとなつて、取
り付け忘れを無くすことができて、後戻り作業が
無くなり、所期の目的が達成できる。
According to the present invention, the corresponding external wall joint bar 1
and the inner wall joint rod 2 are connected by a plurality of parallel connecting rods 3.
Because they are removably connected, when assembling them into the formwork, by setting one joint bar in place, the other joint bar can also be set in place automatically and precisely. Even if the distance between the outer wall formwork and the inner wall formwork is narrow, or even if there is a wall line between them, they can be easily assembled, reducing the labor of installation, and the joint rods 1 ,2 is
The groove wall has a tapered groove shape, and has outward flanges 11, 11, 21, 21 on both side edges, and nail holes 12..., 22... are arranged in these flanges, so that the outer wall is tapered. Orientation flange 11, 11, 2
At points 1 and 21, nails can be easily driven into the formwork through the nail holes 12..., 22..., and in this way, the concrete can be securely fixed to the formwork, so that there is no concrete between the joint bar and the formwork. The joint rods won't get stuck in the wall by turning around, and they won't get bent or bent. Of course, they can be reused, and if you attach one joint rod, you can attach it to the other. Since the joint bar will inevitably be attached, it will be possible to eliminate forgetting to attach it, eliminate backtracking work, and achieve the intended purpose.

更に、建築面積が大きくてコンクリートの垂直
打継ぎを行う場合、連結棒3……にラスを取り付
けることにより、正確に目地棒の位置で区切るこ
とができ、実用上頗る有益である。
Furthermore, when a construction area is large and vertical concrete joints are to be performed, attaching laths to the connecting rods 3 makes it possible to accurately divide the joints at the joint rod positions, which is extremely useful in practice.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は、本考案の実施例で、第1図は、断面
図、第2図は、要部の斜視図、第3図は、説明図
である。 1,2……目地棒、3……連結棒、31,32
……ねじ部、33,34,35……ナツト、M1
……外壁側型枠、M2……内壁側型枠。
The drawings show an embodiment of the present invention; FIG. 1 is a sectional view, FIG. 2 is a perspective view of the main parts, and FIG. 3 is an explanatory view. 1, 2... Joint rod, 3... Connecting rod, 31, 32
...Threaded part, 33, 34, 35...Nut, M 1
...Formwork on the outer wall side, M 2 ...Formwork on the inner wall side.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 相い対応する外壁用目地棒1と内壁用目地棒2
とを、並行する複数の連結棒3……により離脱可
能に連係し、而して、両目地棒1,2は、板体に
より溝壁がテーパをなす溝形に形成すると共に、
両側縁に外向きフランジ11,11,21,21
を形成し、これらのフランジに釘孔12……,2
2……を配列し、溝底部13,23に複数の透孔
14……,24……を適宜間隔で配列して、これ
らの透孔にて上記連結棒3……を装備させたこと
を特徴とする亀裂誘発目地成形型材。
Compatible exterior wall joint bar 1 and interior wall joint bar 2
are removably connected by a plurality of parallel connecting rods 3..., and both joint rods 1 and 2 are formed into a groove shape with a tapered groove wall by a plate body, and
Outward flanges 11, 11, 21, 21 on both side edges
and nail holes 12...,2 in these flanges.
2... are arranged, a plurality of through holes 14..., 24... are arranged at appropriate intervals in the groove bottoms 13, 23, and the connecting rods 3... are installed in these through holes. Characteristic crack-inducing joint molding material.
JP7215484U 1984-05-16 1984-05-16 Crack inducing joint molding material Granted JPS60184940U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7215484U JPS60184940U (en) 1984-05-16 1984-05-16 Crack inducing joint molding material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7215484U JPS60184940U (en) 1984-05-16 1984-05-16 Crack inducing joint molding material

Publications (2)

Publication Number Publication Date
JPS60184940U JPS60184940U (en) 1985-12-07
JPH0238988Y2 true JPH0238988Y2 (en) 1990-10-19

Family

ID=30610303

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7215484U Granted JPS60184940U (en) 1984-05-16 1984-05-16 Crack inducing joint molding material

Country Status (1)

Country Link
JP (1) JPS60184940U (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5771641U (en) * 1980-10-20 1982-05-01

Also Published As

Publication number Publication date
JPS60184940U (en) 1985-12-07

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