JP2955832B2 - Lath for gap setting - Google Patents

Lath for gap setting

Info

Publication number
JP2955832B2
JP2955832B2 JP7131150A JP13115095A JP2955832B2 JP 2955832 B2 JP2955832 B2 JP 2955832B2 JP 7131150 A JP7131150 A JP 7131150A JP 13115095 A JP13115095 A JP 13115095A JP 2955832 B2 JP2955832 B2 JP 2955832B2
Authority
JP
Japan
Prior art keywords
lath
iron plate
strip
gap
shaped
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 - Fee Related
Application number
JP7131150A
Other languages
Japanese (ja)
Other versions
JPH08302950A (en
Inventor
直義 池田
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 JP7131150A priority Critical patent/JP2955832B2/en
Publication of JPH08302950A publication Critical patent/JPH08302950A/en
Application granted granted Critical
Publication of JP2955832B2 publication Critical patent/JP2955832B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は隙間張設用のラス、詳
しくは建築,構築物の築造過程において、H型鋼と垂直
壁等の間に大小の隙間が生じたときに、該隙間を岩綿等
の耐火下地材の吹付け,塗装にて閉塞するために該下地
材の受け支え用として張設するラスに関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lath for forming a gap, and more particularly, when a large or small gap is formed between an H-section steel and a vertical wall in the construction process of a building or a building, the gap is replaced with rock wool. The present invention relates to a lath stretched for supporting the base material so as to close the base material by spraying or painting.

【0002】[0002]

【従来の技術】この種の技術としては本願出願人の出願
に係る実開平6−4237号公報がある。該公報は金属
細線の組編形状にてなるラスの両面に突出条が交互する
ウェーブを付し、該ラスの一面の突出条に直交して溶接
可能の太さを備えた焼鈍鉄線を間隔を置いて複数本取付
けたことを特徴とする隙間張設用のラスを記載してい
る。
2. Description of the Related Art Japanese Unexamined Utility Model Publication No. 6-4237, filed by the present applicant, discloses this type of technique. The publication discloses that a braided lath composed of a thin metal wire is provided with waves with alternating protruding strips on both sides, and an annealed iron wire having a thickness that can be welded perpendicular to the protruding strips on one side of the lath is provided. It describes a lath for extending a gap, characterized in that a plurality of laths are placed and attached.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、該公報
はラスの一端を焼鈍鉄線を用いてH型鋼のフランジ部分
に溶接取付けして張設するため、建築,構築現場にはラ
スのほか溶接機材と、溶接技術に熟練した作業員を派遣
しなければならないという課題があって、ラスの張設が
容易でないという課題があった。
However, in this publication, one end of the lath is welded and attached to the H-section steel flange portion using an annealed iron wire. However, there is a problem that a worker skilled in welding technology must be dispatched, and there is a problem that it is not easy to stretch the lath.

【0004】[0004]

【課題を解決するための手段】本発明はラスの一側端部
の全長に該ラスと帯状鉄板による切断調整の可能な向き
合い形の挟み止め片を形成して、H型鋼のフランジ部分
に挟み止め止着するようにして、かかる課題を解決する
ようにしたのである。
SUMMARY OF THE INVENTION According to the present invention, a face-to-face holding member which can be cut and adjusted by the lath and a strip-shaped iron plate is formed on the entire length of one end of the lath, and is held between flange portions of an H-shaped steel. This problem was solved by stopping and fastening.

【0005】[0005]

【作用】本発明はラスの一端に設ける向き合い形の挟み
止め片にてラスの一端をH型鋼のフランジ部分に挟み止
め止着し、該ラスの他端を垂直壁等に設ける溝に挿し込
みまたは垂直壁に折り当て、あるいは突き当てするなど
してラスをH型鋼と垂直壁等の間に生じた隙間に張設す
るのである。なお、ラスが隙間の長さとの関係で長いと
きは挟み止め片ごとラスを切断して長さ調整をするので
ある。
According to the present invention, one end of the lath is clamped and fastened to the flange portion of the H-beam by means of a facing clamping piece provided at one end of the lath, and the other end of the lath is inserted into a groove provided on a vertical wall or the like. Alternatively, the lath is stretched in the gap formed between the H-section steel and the vertical wall or the like by folding or butting against the vertical wall. When the lath is long in relation to the length of the gap, the lath is cut together with the pinching piece to adjust the length.

【0006】[0006]

【実施例】以下図面に基づいて実施例を説明する。An embodiment will be described below with reference to the drawings.

【0007】図1乃至図2は第1実施例で、幅狭長方形
状で幅狭方向に凹曲面1aと凸曲面1bが交互するウェーブ
1を付した切断可能なラス2の長手側の一側端部の上面
全長に同様に切断可能の帯状鉄板3を載上し、該帯状鉄
板3を非端部側のラスの凸曲面1bに接する点にてラス2
にスポット溶接4して取付けて、該スポット溶接4部を
支点にしてラス2と帯状鉄板3にて相互に開閉する向き
合い形の挟み止め片5a,5bを形成したのである。なお、
6a,6bはH型鋼7のフランジ7a部分に挟み止めしやすく
するために挟み止め片5a,5bの外端部に設けた外開きガ
イド部である。
FIGS. 1 and 2 show a first embodiment of a cutable lath 2 having a narrow rectangular shape and having a wave 1 in which a concave curved surface 1a and a convex curved surface 1b alternate in the narrow direction. Similarly, a strip-shaped iron plate 3 that can be cut is placed on the entire length of the upper surface of the end portion, and the strip-shaped iron plate 3 is brought into contact with the convex curved surface 1b of the lath on the non-end portion.
Then, spot welding pieces 5a and 5b are formed, which are mutually opened and closed by the lath 2 and the strip-shaped iron plate 3 with the spot welding 4 as a fulcrum. In addition,
Reference numerals 6a and 6b denote outer opening guides provided at the outer ends of the pinching pieces 5a and 5b to facilitate pinching at the flange 7a of the H-shaped steel 7.

【0008】また8は帯状鉄板3の中間に設けたV形リ
ブで凹曲面1aに嵌入して、該V形リブ8は帯状鉄板3を
保形強化するとともにその曲折作用によって帯状鉄板3
の挟み止めバネ作用を補強し強化している。
Reference numeral 8 denotes a V-shaped rib provided in the middle of the strip-shaped iron plate 3 to be fitted into the concave curved surface 1a. The V-shaped rib 8 strengthens the shape of the strip-shaped iron plate 3 and strengthens the strip-shaped iron plate 3 by its bending action.
The pinch stop spring action is reinforced and reinforced.

【0009】建築,構築物の築造過程において例えば梁
として横架するH型鋼7と垂直壁9間に隙間10が生じ
た場合、ラス2の一側端部に設けた向き合い形の挟み止
め片5a,5bをH型鋼7のフランジ7a部分に外開き
ガイド部6a,6bより開き入れて挟み止め取付け、ラ
ス2の他側端部を垂直壁9に設ける溝(図示してない)
に挿込み、または垂直壁9に突き当て、あるいは垂直壁
9に折り当てする要領にて隙間の長さに沿って複数枚の
ラス2の並列にて隙間10の全長を塞ぎ張設し、該各ラ
ス2を受け支え面として、耐火下地材として例えば岩綿
泥物11を吹付け、塗装して隙間10を閉塞するのであ
る。
When a gap 10 is formed between the H-shaped steel 7 and the vertical wall 9 laid as beams, for example, in the construction process of a building or a building, the opposed-type sandwiching stopper pieces 5a provided at one end of the lath 2 are provided. The groove 5b is inserted into the flange 7a of the H-shaped steel 7 through the outwardly opening guides 6a and 6b, and is pinched and attached. The other end of the lath 2 is provided in the vertical wall 9 (not shown).
In a manner similar to that of inserting into the vertical wall 9 or abutting against the vertical wall 9 or folding against the vertical wall 9, the entire length of the gap 10 is closed and stretched in parallel with the plurality of laths 2 along the length of the gap. As a supporting surface for receiving each lath 2, for example, asbestos mud 11 is sprayed as a refractory base material, and the gap 10 is closed by painting.

【0010】隙間10との関係で一部のラス2が長いとき
は挟み止め片5a,5bごとラス2を幅狭方向に切断して長
さ調整をするのである。挟み止め片5a,5bが全長に及ん
でいるのでどの場所で切断しても挟み止め作用を妨げる
ことは生じないものとなる。
When a part of the lath 2 is long in relation to the gap 10, the lath 2 is cut in the narrow direction along with the pinching pieces 5a and 5b to adjust the length. Since the pinching pieces 5a and 5b extend over the entire length, cutting at any place does not hinder the pinching action.

【0011】図3は第2実施例で、挟み止め片5a,5
bの一半を形成する帯状鉄板3aにラス2のウェーブ1
に嵌合するウェーブ12を付し、帯状鉄板3aの内端を
ラス2の相対面にスポット溶接4してラス2に取付けた
ものである。6a,6bは外開きガイド部である。この
場合はV形リブ8を設けることはない。
FIG. 3 shows a second embodiment, in which pinching pieces 5a and 5a are provided.
b, a lath 2 wave 1
The inner end of the strip-shaped iron plate 3a is spot-welded 4 to the relative surface of the lath 2 and attached to the lath 2. Reference numerals 6a and 6b denote outwardly opening guide portions. In this case, the V-shaped rib 8 is not provided.

【0012】図4は第3実施例で、挟み止め片の一半を
形成する帯状鉄板3bにラス2のウェーブ1に向き合う
ウェーブ13を付し、内端を相対するラス2の凸曲面1
bにてスポット溶接4して取付けたほかは第2実施例と
同じである。
FIG. 4 shows a third embodiment in which a wave 13 facing the wave 1 of the lath 2 is attached to a strip-shaped iron plate 3b forming one half of the pinching piece, and the convex curved surface 1 of the lath 2 facing the inner end.
The second embodiment is the same as the second embodiment except that it is mounted by spot welding 4 at b.

【0013】図5は第4実施例で、中間の折り返しにて
向き合い形の挟み止め片14a,14bを形成した鉄板
15をラス2の一側端部の全長に内外2点でスポット溶
接16a,16bした例を示している。
FIG. 5 shows a fourth embodiment in which an iron plate 15 having opposed-type sandwiching pieces 14a, 14b formed at an intermediate turn is spot-welded 16a to the entire length of one side end of the lath 2 at two points inside and outside. 16b shows an example.

【0014】[0014]

【発明の効果】本発明は以上のようにして、隙間張設用
のラスの一側端部の全長に切断可能において帯状鉄板を
取付けて、ラスとの間で向き合い形の挟み止め片を形成
したので、ラスの一端は該挟み止め片にて直接H型鋼の
フランジ部分に挟み止め取付けすることができて、従来
の溶接取付けによって生じていた溶接資材の現場輸送
と、熟練した溶接作業員の確保と派遣を不要にして、何
人でも容易且つ簡単に取付け作業をすることができると
いう効果を生ずる。
As described above, according to the present invention, a strip-shaped iron plate is attached so as to be cut along the entire length of one side end of the gap-forming lath, and a pinching stopper piece facing the lath is formed. As a result, one end of the lath can be directly pinched and attached to the flange portion of the H-shaped steel by the pinching piece, so that the on-site transportation of welding materials caused by the conventional welding and the use of skilled welding workers can be achieved. This eliminates the need for securing and dispatching, so that any person can easily and easily perform the mounting operation.

【0015】ラスを挟み止め片ごと切断して自由に長さ
調整をすることができるという効果を生ずる。
There is an effect that the length can be freely adjusted by cutting the lath together with the stopper piece.

【0016】挟み止め片の外端に外開きガイドを設けた
ので、挟み止め片をH型鋼のフランジ部分に容易に挟み
込むことができるという効果を生ずる。
Since the outer opening guide is provided at the outer end of the retaining piece, an effect is obtained that the retaining piece can be easily inserted into the flange portion of the H-shaped steel.

【0017】一半の挟み止め片を形成する帯状鉄板側の
中間にV形リブを付したので、帯状鉄板を強化して変形
を防止するとともに挟み止め時の挟み止めバネ作用を強
化することができるという効果を生ずる。
Since the V-shaped rib is provided in the middle of the strip-shaped iron plate forming the half pinch-stopping piece, the strip-shaped iron plate is strengthened to prevent deformation and to enhance the action of the pinch-spring during pinching. This produces the effect.

【図面の簡単な説明】[Brief description of the drawings]

【図1】 第1実施例を示す斜視図である。FIG. 1 is a perspective view showing a first embodiment.

【図2】 同、H型鋼と垂直壁間の隙間に張設した例を
示す断面図である。
FIG. 2 is a cross-sectional view showing an example in which it is stretched in a gap between an H-shaped steel and a vertical wall.

【図3】 第2実施例を示す断面図である。FIG. 3 is a sectional view showing a second embodiment.

【図4】 第3実施例を示す断面図である。FIG. 4 is a sectional view showing a third embodiment.

【図5】 第4実施例を示す部分斜視図である。FIG. 5 is a partial perspective view showing a fourth embodiment.

【符号の説明】[Explanation of symbols]

1はウェーブ 2はラス 3,3a,3bは帯状鉄板 4はスポット溶接部 5a,5bは挟み止め片 6a,6bは外開きガイド部 7はH型鋼 7aはフランジ 8はV形リブ 9は垂直壁 10は隙間 11は岩綿泥物 12はウェーブ 13はウェーブ 14a,14bは挟み止め片 15は鉄板 16a,16bはスポット溶接部 1 is a wave 2 is a lath 3, 3a, 3b is a strip-shaped iron plate 4 is a spot welded portion 5a, 5b is a pinching piece 6a, 6b is an open guide portion 7 is an H-shaped steel 7a is a flange 8 is a V-shaped rib 9 is a vertical wall 10 is a gap 11 is rock wool mud 12 is a wave 13 is a wave 14a, 14b is a pinching piece 15 is an iron plate 16a, 16b is a spot weld

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 建築,構築過程においてH型鋼と垂直壁
等の間に間隙が生じた場合に該隙間を耐火下地材にて閉
塞するために該隙間に張設するラスであって、該ラスに
凹曲面と凸曲面が交互するウェーブを付すとともに、該
ラスの一側端部の全長に帯状鉄板を取付け、該帯状鉄板
と前記ラスとにて前記H型鋼のフランジ部分に挟み止着
するように外開きガイド部付きの挟み止め片を設け、該
挟み止め片ごとラスを幅狭方向に切断可能とする隙間張
設用のラス。
1. A lath which is stretched over a gap in order to close the gap with a refractory base material when a gap is formed between an H-section steel and a vertical wall or the like in a building or construction process. A wave of alternating concave and convex curved surfaces is attached to the belt, a strip-shaped iron plate is attached to the entire length of one end of the lath, and the strip-shaped iron plate and the lath are sandwiched and fastened to the flange portion of the H-shaped steel. A lamination for providing a gap that allows a lath to be cut in the narrow width direction together with the lamination with the outer opening guide portion.
【請求項2】 帯状鉄板の内端をラスの凸曲面上にて点
溶接取付けするとともに、前記帯状鉄板の中間に該ラス
の凹曲面に嵌入しバネ作用するV形リブを設けた請求項
1記載のラス。
2. An inner end of a strip-shaped iron plate is spot-welded on a convex curved surface of a lath, and a V-shaped rib which is fitted into a concave curved surface of the lath and acts as a spring is provided in the middle of the strip-shaped iron plate. The described lath.
【請求項3】 帯状鉄板にラスのウェーブに嵌合しまた
は向き合い形のウェーブを付した請求項1記載のラス。
3. The lath according to claim 1, wherein the strip-shaped iron plate is fitted with a wave of the lath or has a wave of a facing shape.
【請求項4】 ラスの一側端部の全長に2点でスポット
溶接する鉄板の中間の析返しにて向き合い形の挟み止め
片を形成した請求項1記載のラス。
4. The lath according to claim 1, wherein a face-to-face holding member is formed at an intermediate portion of the iron plate to be spot-welded at two points to the entire length of one end of the lath.
JP7131150A 1995-05-02 1995-05-02 Lath for gap setting Expired - Fee Related JP2955832B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7131150A JP2955832B2 (en) 1995-05-02 1995-05-02 Lath for gap setting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7131150A JP2955832B2 (en) 1995-05-02 1995-05-02 Lath for gap setting

Publications (2)

Publication Number Publication Date
JPH08302950A JPH08302950A (en) 1996-11-19
JP2955832B2 true JP2955832B2 (en) 1999-10-04

Family

ID=15051177

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7131150A Expired - Fee Related JP2955832B2 (en) 1995-05-02 1995-05-02 Lath for gap setting

Country Status (1)

Country Link
JP (1) JP2955832B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6508289B2 (en) * 2017-10-27 2019-05-08 Jfeスチール株式会社 Construction method of composite coated fireproof structure of steel frame column

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0613921Y2 (en) * 1987-08-07 1994-04-13 博司 野口 Base material mounting structure for coating materials
JPH0463702U (en) * 1990-10-15 1992-05-29
JP2508454Y2 (en) * 1992-06-17 1996-08-21 直義 池田 Lath for tensioning a gap
JPH07305427A (en) * 1994-05-16 1995-11-21 Misawa Homes Co Ltd Fireproof coating structure of building

Also Published As

Publication number Publication date
JPH08302950A (en) 1996-11-19

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