JPS60141939A - Construction of vertical joint - Google Patents
Construction of vertical jointInfo
- Publication number
- JPS60141939A JPS60141939A JP25193283A JP25193283A JPS60141939A JP S60141939 A JPS60141939 A JP S60141939A JP 25193283 A JP25193283 A JP 25193283A JP 25193283 A JP25193283 A JP 25193283A JP S60141939 A JPS60141939 A JP S60141939A
- Authority
- JP
- Japan
- Prior art keywords
- vertical joint
- lead wire
- vertical
- wall panels
- joints
- 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.)
- Granted
Links
Landscapes
- Building Environments (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Finishing Walls (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は、縦目地施工方法、詳しくはカーテンウオール
工法における外壁パネル間の縦目地施工方法の改良に関
する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a vertical joint construction method, and more particularly to an improvement in a vertical joint construction method between exterior wall panels in a curtain wall construction method.
ｐｃ版等予め工場で製造された外壁パネルを鉄骨コンク
リートの躯体にファスナーを用いて張設する。いわゆる
カーテンウオール工法では、構造上及び美観上隣接する
外壁パネル間に隙を設ける必要がある。このため５外壁
パネルを総て張設した後、必ずその隙、即ち目地をコー
キングして外部からの雨水等の浸入を防上しなければな
らない。External wall panels, such as PC plates, manufactured in advance at a factory are attached to a steel-framed concrete frame using fasteners. In the so-called curtain wall construction method, it is necessary to provide gaps between adjacent exterior wall panels for structural and aesthetic reasons. For this reason, after all five exterior wall panels are installed, the gaps, or joints, must be caulked to prevent rainwater from entering from outside.
この目地処理において、横目地は、外壁パネル間に水切
り板を介在させたり、或いは外壁パネルの上端及び下端
に互いに嵌め合い可能な段部を形成する等して外壁パネ
ルの継目部分の形状を工夫することで比較的容易に処理
できるが、縦目地は構造上横目地と同様には処理できな
い。In this joint treatment, the shape of the joint part of the exterior wall panels is modified by interposing a draining board between the exterior wall panels, or by forming steps that can fit into each other at the top and bottom ends of the exterior wall panels. However, vertical joints cannot be treated in the same way as horizontal joints due to their structure.
従来、縦目地の処理は、第６図に示すように。Conventionally, vertical joints have been treated as shown in Figure 6.
外壁パネル（、２０） （２０）間の目地（２１）に、
スポンジ等のバンクアップ材（２２）を予め外壁パネル
（２０） （２０）張設時に装填しておき、全外壁パネ
ル張設後、そのバンクアンプ材（２２）の前面に。At the joint (21) between the exterior wall panels (20) (20),
A bank up material (22) such as sponge is loaded in advance when the outer wall panel (20) (20) is installed, and after all the outer wall panels are installed, it is placed in front of the bank up material (22).
油性のコーキング材（２３） 、例えばチオコール系コ
ーキング材を充填することにより行っている。This is done by filling an oil-based caulking material (23), for example, a thiocol-based caulking material.
尚２図中（２４）はファスナー、（２５）は躯体、 （
２６）は二次シール、（２７）は気圧調整スペースであ
る。In Figure 2, (24) is the fastener, (25) is the main body, (
26) is a secondary seal, and (27) is an air pressure adjustment space.
上記のような方法は、主に中高層建造物において行われ
るが、第７図に示すような３階建てまでの低層鉄骨コン
クリート住宅にあっては、第８図に示すように２例えば
、ＡＬＣ版等の外壁パネル（３０） （３０）を躯体（
３１）に張設していく毎に外壁パネル（３０） （３０
）間の目地（３２）に鉄筋（３３）を挿入すると共に、
この目地（３２）内にハックアップ拐としてコンクリ−
）（３４）を流し込んでいき、最後にコンクリート（３
４）前面に上記したようなコーキング材（３５）を充填
することにより行っている。The above method is mainly used for medium-to-high-rise buildings, but for low-rise steel-framed concrete houses up to three stories high as shown in Figure 7, it is recommended to use the ALC version 2 as shown in Figure 8. External wall panels (30) (30) such as
External wall panels (30) (30)
) Insert reinforcing bars (33) into the joints (32) between
Concrete is installed in this joint (32) as a hack-up wall.
) (34), and finally concrete (3
4) This is done by filling the front surface with caulking material (35) as described above.
ところで、上記したようなコーキング材充填作業は、外
壁の周りに広いスペースがあれば何隻支障なく行うこと
ができるが２周りに他の建物が立て込んでいる。いわゆ
る狭小地では外壁と隣接する建築物との間が非席に狭い
ため、上記コーキング材充填作業はほとんど不可能であ
る。この場合。By the way, the caulking material filling work as described above can be carried out without any problem if there is a large space around the outer wall, but there are other buildings built around it. In so-called narrow spaces, the space between the outer wall and the adjacent building is extremely narrow, making the caulk filling work described above almost impossible. in this case.
作業員が手に直接コーキング材を付けて手の届く範囲の
目地にだけ手探りで充填しているのが現状で、どうして
もコーキング不良を避けることができない。Currently, workers apply caulk directly to their hands and fill only the joints within reach, making it impossible to avoid caulking failures.
本発明は係る点に鑑み７外壁周りに作業スペースが全く
なくとも外壁パネル間の縦目地処理を完全に行うことが
でき、しかも縦目地処理工程及び処理部材の節減、さら
には作業効率の向上も図ることのできる新規な縦目地施
工方法を提供することを目的とする。In view of the above points, the present invention can completely process the vertical joints between external wall panels even if there is no working space around the external wall, and also reduces the vertical joint processing process and processing materials, and further improves work efficiency. The purpose of this study is to provide a new vertical joint construction method that can achieve the desired results.
本発明の要旨は、外壁パネル間に形成される縦目地内に
上方または下方からリード線を挿通し。The gist of the present invention is to insert lead wires from above or below into vertical joints formed between exterior wall panels.
該リード線の先端に軟質で適当な水密性を有する長尺の
縦目地材を取り付けた後、前記リード線を引き戻して前
記縦目地内に前記縦目地材を装着することを特徴とする
縦目地施工方法に存する。A vertical joint characterized in that after attaching a long vertical joint material that is soft and has suitable watertightness to the tip of the lead wire, the lead wire is pulled back and the vertical joint material is installed in the vertical joint. It depends on the construction method.
以下２本発明の構成を実施例について図面を参照して説
明する。Hereinafter, two embodiments of the structure of the present invention will be described with reference to the drawings.
第１図乃至第３図において１本発明に係る縦目地施工方
法は、まず全外壁パネル（１）・・・を躯体（２）のス
ラブ（３）または梁（４）に縦目地（５）・・・が縦に
一直線となるように取り付けた後、屋上（６）から縦目
地（５）内にリード線（７）を挿入し、該リード線（７
）の先端（８）を縦目地（５）の下端（５ｂ）より引き
出す。尚、リード線（７）の先端（８）が引き出し易い
ように、基礎（９）には縦目地（５）の相当する箇所に
切り欠きＱＯＩを設けている。次に、縦目地（５）の下
端（５ｂ）から引き出されたリード線（７）の先端（８
）に、縦目地材（１１）をガイド部材（１２）を介して
取り付けた後、リード線（７）を屋上（６）から引き上
げ、縦目地（５）内に縦目地材（１１）を挿通していく
。そして、縦目地利（１１）の先端が屋上（６）に達す
るまでリード線（７）を引き上げたら、即ち縦目地材（
１１）の装着が完了したら引き上げるのをやめ１最後に
縦目地（５）の上端（５ａ）及び下端（５ｂ）で縦目地
材（１１）を切断すると共に、基ＦＭ（９）の切り欠き
α０）をモルタル等で閉塞して縦目地施工を完了する。1 to 3, the method for constructing vertical joints according to the present invention first involves forming vertical joints (5) on all exterior wall panels (1)... to slabs (3) or beams (4) of the frame (2). ... is installed vertically in a straight line, insert the lead wire (7) from the rooftop (6) into the vertical joint (5), and
) from the lower end (5b) of the vertical joint (5). Note that a notch QOI is provided in the foundation (9) at a location corresponding to the vertical joint (5) so that the tip (8) of the lead wire (7) can be easily pulled out. Next, the tip (8) of the lead wire (7) pulled out from the lower end (5b) of the vertical joint (5)
), attach the vertical joint material (11) via the guide member (12), pull up the lead wire (7) from the roof (6), and insert the vertical joint material (11) into the vertical joint (5). I will do it. Then, when the lead wire (7) is pulled up until the tip of the vertical joint material (11) reaches the roof (6), that is, the vertical joint material (
11) When the installation is completed, stop pulling it up and finally cut the vertical joint material (11) at the upper end (5a) and lower end (5b) of the vertical joint (5), and cut out the notch α0 of the base FM (9). ) with mortar etc. to complete the vertical joint construction.
尚、横目地（１３）・・・の処理は、外壁パネル（１）
・・・を張設していく際にシート状の目地材を介在させ
るか、或いは縦目地（５）の処理が完了した後にコーキ
ング材を充填する等作業条件に応じて適宜従来通りに行
えばよい。In addition, the treatment of horizontal joints (13)... is the outer wall panel (1)
Depending on the work conditions, it can be done in the conventional manner, such as interposing a sheet-like joint material when installing the joints, or filling with caulking material after the treatment of the vertical joints (5) is completed. good.
本発明に係る縦目地施工方法において用いられる上記リ
ード線（７）は、金属線１例えば電話工事等の配線工事
に用いられるものが好適である。またその他硬質の合成
樹脂材からなるものであってもよい。The lead wire (7) used in the vertical joint construction method according to the present invention is preferably a metal wire 1 that is used for wiring work such as telephone work. It may also be made of other hard synthetic resin materials.
このリード線（７）を引き戻すにはウィンチを用いても
よいし９手で行ってもよい。A winch may be used to pull back this lead wire (7), or it may be done with nine hands.
また、上記縦目地材（１１）は、軟質で適当な水密性を
有する８例えば合成ゴム等の弾性材料が好ましい。この
縦目地材（１１〉は、第４図に示すように、断面略円形
の中空の長尺体であって、その中空部（Ｉｌａ）の内壁
（ｌｌｂ）には軸方向に複数のＶ字状の溝（Ｉｌｃ）・
・・が適当間隔で設けられている。この溝（ｌｌｃ）は
、縦目地材（１１）に径方向に適当な弾性を与え、縦目
地（５）の内部を挿通する時には径方向に収縮して縦目
地（５）との摩擦抵抗が減るように、また挿通後には径
方向に復元して水密性が高くなるように設けられたもの
である。The vertical joint material (11) is preferably made of an elastic material such as synthetic rubber, which is soft and has appropriate watertightness. As shown in FIG. 4, this vertical joint material (11) is a hollow elongated body with a substantially circular cross section, and the inner wall (llb) of the hollow part (Ila) has a plurality of V-shapes in the axial direction. shaped groove (Ilc)・
... are provided at appropriate intervals. This groove (llc) gives the vertical joint material (11) appropriate elasticity in the radial direction, and when inserted into the vertical joint (5), it contracts in the radial direction and reduces frictional resistance with the vertical joint (5). It is provided in such a way that the water-tightness is improved by restoring its diameter in the radial direction after insertion.
また、縦目地材（１１）の先端の中空部（Ｉｌａ ）の
内壁（ｌｌｂ）には、第５図に示すように、前記ガイド
部材（１２）を装着するためのねじ（ｌｉｄ）が刻設さ
れている。尚、この縦目地材（１１）の外周面全体に潤
滑剤を塗付しておくと、縦目地（５）内の挿通がより容
易となる。Further, as shown in Fig. 5, a screw (lid) for attaching the guide member (12) is carved into the inner wall (llb) of the hollow part (Ila) at the tip of the vertical joint material (11). has been done. In addition, if a lubricant is applied to the entire outer peripheral surface of the vertical joint material (11), it will be easier to insert it into the vertical joint material (5).
上記ガイド部材（１２）は、金属或いは硬質の合成樹脂
材からなり１例えば第５図に示すように。The guide member (12) is made of metal or a hard synthetic resin material, for example, as shown in FIG. 5.
円錐体状に形成された尖鋭部（１２ａ）と、この尖鋭部
（１２ａ）の下部に縦目地材（１１）のねしく１１ｄ）
と螺合する雄ねじ（１２ｃ）が刻設された胴体部（１２
ｂ）とが一体に形成されたものである。その尖鋭部（１
２ａ ）の先端には前記リード線（７）を取り付けるた
めの取付孔（１２ｄ）が設けられている。A sharp part (12a) formed in the shape of a cone, and a vertical joint material (11) attached to the bottom of the sharp part (12a) (11d)
The body part (12
b) are integrally formed. The sharp part (1
An attachment hole (12d) for attaching the lead wire (7) is provided at the tip of 2a).
この取付孔（１２ｄ）にリード線（７）を取り付けるに
は、リード線（７）の先端（８）を取付孔（１２ｄ）に
挿通した後、リード線（７）の先端（８）に取（＝Ｊ孔
（１２ｄ）より大きな結び目を作り、この結び目と取イ
］孔（１２ｄ）とを係合させることにより行う。To attach the lead wire (7) to this attachment hole (12d), insert the tip (8) of the lead wire (7) into the attachment hole (12d), and then attach it to the tip (8) of the lead wire (7). This is done by tying a knot larger than the J hole (12d) and engaging this knot with the A] hole (12d).
尚、このガイド部材（１２）を用いずに、リード線（７
）の先端（８）に係止爪を設けて縦目地材（１１）に係
止する等してリード線（７）と縦目地材（１１）とを直
接取り付けてもよい。In addition, without using this guide member (12), the lead wire (7
The lead wire (7) and the vertical joint material (11) may be directly attached by providing a locking claw at the tip (8) of the lead wire (7) and locking the vertical joint material (11).
本発明に係る縦目地施工方法は、前述したように全外壁
パネル張設後、縦目地全長に亘って一度に縦目地材を装
着することに限らず、各階の外壁パネル張設作業を終了
する毎に行ってもよい。また、縦目地材の挿通方向は上
方、下方いずれからでもよい。As described above, the vertical joint construction method according to the present invention is not limited to installing vertical joint materials all at once over the entire length of the vertical joint after all the exterior wall panels have been stretched, but also by completing the work of constructing the exterior wall panels on each floor. You can go every time. Further, the direction of insertion of the vertical joint material may be either from above or from below.
以上説明したように１本発明は、外壁パネル間に形成さ
れる縦目地内に上方または下方からリード線を挿通し、
該リード線の先端に軟質で適当な水密性を有するに尺の
縦目地材を取り付けた後。As explained above, one aspect of the present invention is to insert a lead wire from above or below into a vertical joint formed between external wall panels,
After attaching a soft, suitably watertight vertical joint material to the tip of the lead wire.
前記リード線を引き戻して前記縦目地内に前記縦目地材
を装着するもので、従来のように縦目地の処理を外壁周
りから行うものではないため、狭小地であっても完全な
縦目地処理ができる。また。The lead wire is pulled back and the vertical joint material is installed inside the vertical joint, and the vertical joint is not treated from around the outer wall as in the past, so it is possible to completely treat the vertical joint even in narrow spaces. I can do it. Also.
足場やゴンドラを一切使用することなく縦目地の処理を
行うことができ２作業の安全を図ることができると共に
工期の短縮さらには建築コストの低減化を図ることがで
きる。さらに、縦目地が縦−直線に形成されている場合
は、全階に亘って一括して縦目地材を取り付けることが
できるので、極めて作業性がよく、壁体工事全体の工期
を大幅に短縮することができる等優れた効果を奏する。Vertical joints can be treated without using any scaffolding or gondolas, making the work safer, shortening the construction period, and reducing construction costs. Furthermore, if the vertical joints are formed vertically and in a straight line, the vertical joint material can be installed all at once across all floors, making work extremely easy and significantly shortening the overall construction period for wall construction. It has excellent effects such as being able to
【図面の簡単な説明】
第１図乃至第５図は本発明に係る縦目地施工方法の一実
施例を示し、第１し１は外壁の正面図、第２図は第１図
で示ずＩ−１線断面図７第３図は基礎上における縦目地
の下端を躯体内側から見た部分斜視図、第４図は第１図
におけるｎ−ｎ線断面図、第５図はリード線、ガイド部
材及び縦目地材を示す斜視図、第６図は従来例を示す縦
断面図。
第７図は３階建て鉄骨コンクリート住宅の斜視図。
第８図は従来例を示ずよこ断面図である。
（１）・・・外壁パネル （５）・・・縦目地（７）・
・・リード線 （８）・・・先端（１１）・・・縦目地
材
ばか１名
第７図
第８図[Brief Explanation of the Drawings] Figures 1 to 5 show an embodiment of the vertical joint construction method according to the present invention. 7. Figure 3 is a partial perspective view of the lower end of the vertical joint on the foundation seen from the inside of the building frame, Figure 4 is a sectional view taken along line nn in Figure 1, Figure 5 is a lead wire, FIG. 6 is a perspective view showing a guide member and a vertical joint material, and FIG. 6 is a longitudinal sectional view showing a conventional example. Figure 7 is a perspective view of a three-story steel-framed concrete house. FIG. 8 is a horizontal sectional view, not showing a conventional example. (1)...Exterior wall panel (5)...Vertical joint (7)
... Lead wire (8) ... Tip (11) ... Vertical joint material fool 1 person Fig. 7 Fig. 8
Claims (1)
方からリード線を挿通し、該リード線の先端に軟質で適
当な水密性を有する長尺の縦目地材を取り付けた後、前
記リード線を引き戻して前記縦目地内に前記縦目地材を
装着することを特徴とする縦目地施工方法。1) Insert a lead wire from above or below into the vertical joint formed between exterior wall panels, attach a long vertical joint material that is soft and has appropriate watertightness to the tip of the lead wire, and then A method for constructing a vertical joint, comprising: drawing back a line and installing the vertical joint material within the vertical joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25193283A JPS60141939A (en) | 1983-12-27 | 1983-12-27 | Construction of vertical joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25193283A JPS60141939A (en) | 1983-12-27 | 1983-12-27 | Construction of vertical joint |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60141939A true JPS60141939A (en) | 1985-07-27 |
| JPH0355622B2 JPH0355622B2 (en) | 1991-08-23 |
Family
ID=17230112
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25193283A Granted JPS60141939A (en) | 1983-12-27 | 1983-12-27 | Construction of vertical joint |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60141939A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS635108U (en) * | 1986-06-28 | 1988-01-13 | ||
| JPH0618045U (en) * | 1992-08-07 | 1994-03-08 | 堀江金属工業株式会社 | Fuel tank |
-
1983
- 1983-12-27 JP JP25193283A patent/JPS60141939A/en active Granted
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS635108U (en) * | 1986-06-28 | 1988-01-13 | ||
| JPH0618045U (en) * | 1992-08-07 | 1994-03-08 | 堀江金属工業株式会社 | Fuel tank |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0355622B2 (en) | 1991-08-23 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3676967A (en) | Forms for concrete wall construction | |
| US20050210800A1 (en) | Masonry anchoring system | |
| US3832814A (en) | Swimming pool and method of making the same | |
| US20030024193A1 (en) | Stucco anchorage nail | |
| JPS60141939A (en) | Construction of vertical joint | |
| JP2006125069A (en) | Seismic strengthening method for wooden building, and seismic strengthening plate therefor | |
| JP4087959B2 (en) | Building floor panels and construction methods | |
| US3877186A (en) | Building structure | |
| US2165192A (en) | Insect insulation for foundation structures | |
| JPH0626167A (en) | Joint structure | |
| JP4222580B2 (en) | Building foundation construction method | |
| JPS6336092Y2 (en) | ||
| JPS5829219Y2 (en) | multiple walls | |
| CN210049514U (en) | Rendering layer with net | |
| JP4173230B2 (en) | Ceiling construction method and its suspension | |
| JP4236221B2 (en) | Exterior wall panel of building and its manufacturing method | |
| JPH0613281Y2 (en) | Unit house | |
| JPS6240032Y2 (en) | ||
| JP3277332B2 (en) | Wall frame waterproofing method in frame wall method | |
| JP2699535B2 (en) | Drainer and its construction method | |
| JP2918626B2 (en) | Construction method of precast reinforced concrete inverted beam frame | |
| JPH0788685B2 (en) | Construction method of building using PC panel | |
| JP2511496B2 (en) | Architectural panel | |
| DE1658848A1 (en) | Building wall made of floor-to-ceiling cast profiles | |
| JPS6133771Y2 (en) |