JPH11131603A - Flashing structure of vertical joint between wall panels - Google Patents

Flashing structure of vertical joint between wall panels

Info

Publication number
JPH11131603A
JPH11131603A JP29292497A JP29292497A JPH11131603A JP H11131603 A JPH11131603 A JP H11131603A JP 29292497 A JP29292497 A JP 29292497A JP 29292497 A JP29292497 A JP 29292497A JP H11131603 A JPH11131603 A JP H11131603A
Authority
JP
Japan
Prior art keywords
vertical joint
panel
wall
wall panels
fitting
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
Application number
JP29292497A
Other languages
Japanese (ja)
Other versions
JP3332336B2 (en
Inventor
Takahiko Wakebe
孝彦 分部
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.)
Daido Steel Sheet Corp
Original Assignee
Daido Steel Sheet Corp
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 Daido Steel Sheet Corp filed Critical Daido Steel Sheet Corp
Priority to JP29292497A priority Critical patent/JP3332336B2/en
Publication of JPH11131603A publication Critical patent/JPH11131603A/en
Application granted granted Critical
Publication of JP3332336B2 publication Critical patent/JP3332336B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Building Environments (AREA)
  • Finishing Walls (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve drainage by separating rainwater flowing down along a vertical joint formed between wall panels, and further to prevent a caulking agent at the lower ends of right and left wall panels from being deteriorated by rainwater drained along the vertical joint. SOLUTION: A fitting recessed part is formed in one side in the direction of lateral width of a wall panel A, and a fitting projecting part is formed on the other side thereof. The fitting recessed part and the fitting projecting part 8 are fitted to each other, and a vertical joint 13 is formed in the fitting area. A caulking agent 54 is filled between the lower end parts of the right and left wall panels A, A and a flashing 52 constructed on the lower part of the wall panel A. The lower end of the vertical joint 13 is provided with a separate drain means 56 for receiving some of rainwater flowing down along the vertical joint 13 to be guided to the front of the panel and drained, and guiding the rest to the back of the panel to flow down from the top surface of a flashing 52 to the front through a tunnel path 55.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、壁パネル間の縦目
地の水仕舞い構造に関し、詳しくは、壁パネル間に形成
される縦目地に沿って流下する雨水を分流して良好に排
水し、更に、縦目地に沿って排水される雨水にて左右の
壁パネルの下端のコーキング剤を劣化するのを防止しよ
うとする技術に係るものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water closing structure for vertical joints between wall panels, and more particularly, to shunting and draining rainwater flowing down along vertical joints formed between wall panels. Further, the present invention relates to a technique for preventing deterioration of a caulking agent at lower ends of left and right wall panels by rainwater drained along vertical joints.

【0002】[0002]

【従来の技術】従来、図10に示すように、壁パネルの
縦目地の水仕舞い構造は、左右の壁パネルA,Aの下端
部と水切り52との間にコーキング剤54を充填すると
ともに、壁パネルA,Aに形成される縦目地13の下端
部にもコーキング剤を充填するものである。
2. Description of the Related Art Conventionally, as shown in FIG. 10, a water closing structure of a vertical joint of a wall panel is formed by filling a caulking agent 54 between lower end portions of left and right wall panels A, A and a drainer 52, and The lower end of the vertical joint 13 formed on the wall panels A, A is also filled with a caulking agent.

【0003】ところで、縦目地13に沿って流下する雨
水が縦目地13の下端において集中して排水されて外観
を低下させるのであり、また、縦目地13に沿って排水
される雨水が左右の壁パネルA,Aの下端のコーキング
剤54,54におよび早期に劣化させやすい等という問
題があった。又、壁パネルAと水切り52との間にコー
キング剤を充填すると、縦目地13からの雨水等が内部
に溜まる場合があり、その排水のために、コーキング剤
に切れ目を入れることもあるが、外観を低下させること
になるものである。
The rainwater flowing down the vertical joints 13 is concentrated at the lower end of the vertical joints 13 and is drained to lower the appearance, and the rainwater drained along the vertical joints 13 is formed by the left and right walls. There is a problem that the caulking agents 54 at the lower ends of the panels A, A are easily deteriorated early. If a caulking agent is filled between the wall panel A and the drainer 52, rainwater from the vertical joints 13 may accumulate inside the caulking agent, and a cut may be formed in the caulking agent for drainage. This will reduce the appearance.

【0004】[0004]

【発明が解決しようとする課題】本発明はこのような問
題に鑑みてなされたものであり、その目的とするところ
は、壁パネル間に形成される縦目地に沿って流下する雨
水を分流して良好に排水し、外観を高め、更に、縦目地
に沿って排水される雨水にて左右の壁パネルの下端のコ
ーキング剤を劣化するのを防止することができる壁パネ
ルの縦目地の水仕舞い構造を提供しようとするにある。
SUMMARY OF THE INVENTION The present invention has been made in view of such a problem, and an object of the present invention is to separate rainwater flowing down a vertical joint formed between wall panels. Water at the vertical joints of the wall panels, which can drain well, enhance the appearance, and prevent the rainwater drained along the vertical joints from deteriorating the caulking agent at the lower ends of the left and right wall panels Trying to provide structure.

【0005】[0005]

【課題を解決するための手段】請求項1においては、壁
パネルAの横巾方向の一側部に嵌合凹部7を、他側部に
嵌合凸部8を形成し、嵌合凹部7と嵌合凸部8とを凹凸
嵌合させるとともに嵌合箇所に縦目地13を形成し、左
右の壁パネルA,Aの下端部と水切り52との間にコー
キング剤54を充填し、縦目地13の下端に縦目地13
に沿って流下する雨水の一部を受けてパネル前方側にガ
イドして排水させるともに残部をパネル背方側にガイド
してトンネル径路55をへて水切り52の上面から前面
に流下させる分流排水手段56を設けて成ることを特徴
とするものである。
According to the first aspect of the present invention, the fitting recess 7 is formed on one side of the wall panel A in the width direction, and the fitting projection 8 is formed on the other side. A vertical joint 13 is formed at the fitting location, and a caulking agent 54 is filled between the lower ends of the left and right wall panels A, A and the drainer 52. 13 at the lower end of 13
Drainage means for receiving a part of the rainwater flowing down along the path and guiding it to the panel front side to drain the water, and guiding the remaining part to the panel rear side to flow down from the upper surface of the drainage 52 to the front surface through the tunnel path 55. 56 are provided.

【0006】請求項2においては、分流排水手段56
は、断面ハット形に形成された排水キャップ57であ
り、排水キャップ57の左右の側壁59,59にて左右
のコーキング剤54,54を受けて成ることを特徴とす
るものである。請求項3においては、排水キャップ57
の頂面上に頂部コーキング剤58を充填して左右のコー
キング剤54,54を連結して成ることを特徴とするも
のである。
[0006] In the second aspect, the diversion drainage means 56
Is a drain cap 57 formed in a hat-shaped cross section. The drain cap 57 receives the right and left caulks 54 and 54 on the left and right side walls 59 and 59 of the drain cap 57. In claim 3, the drain cap 57
Is filled with a top caulking agent 58 on the top surface and the left and right caulking agents 54 are connected to each other.

【0007】(作用)請求項1においては、縦目地13
に沿って排水される雨水は、分流排水手段56によっ
て、一部がパネル前方側に、残部はパネル背方側に分流
され、縦目地13の下端から多量の雨水がまとまって排
水されるのを回避することができ、外観が低下するのを
回避することができる。
(Function) In the first aspect, the vertical joint 13
A part of the rainwater drained along the diversion drainage means 56 is diverted to the front side of the panel and the remaining part is diverted to the rear side of the panel, so that a large amount of rainwater is collectively drained from the lower end of the vertical joint 13. It can be avoided, and the appearance can be prevented from deteriorating.

【0008】請求項2においては、左右のコーキング剤
54,54を良好に充填することができ、かつ、雨水が
左右の壁パネルA,Aの下端のコーキング剤54,54
の側端面におよぶのを防止でき、縦目地13からの排水
にて左右のコーキング剤54,54を損傷するのを防ぐ
ことができる。請求項3においては、左右の壁パネル
A,Aの下端部のコーキング剤54,54が連結され
て、コーキング剤54,54の充填強度を高めることが
でき、かつ、左右のコーキング剤54と排水キャップ5
7の側壁59との間に雨水が浸入するのを阻止すること
ができ、左右のコーキング剤54,54を保護すること
ができる。
According to the second aspect, the right and left caulking agents can be satisfactorily filled, and the rainwater is provided at the lower ends of the left and right wall panels A.
And the right and left caulks 54, 54 can be prevented from being damaged by drainage from the vertical joint 13. In the third aspect, the caulks 54, 54 at the lower ends of the left and right wall panels A, A are connected to increase the filling strength of the caulks 54, 54, and the left and right caulks 54 and 54 Cap 5
7 can be prevented from entering between the side wall 59 and the side wall 59, and the right and left caulks 54, 54 can be protected.

【0009】[0009]

【発明の実施の形態】以下本発明の実施の一形態を図面
に基づいて詳述する。図1は縦目地13を示す概略斜視
図であり、図2(a)は縦目地13の下端部の概略断面
図、同図(b)は概略正面図、同図(c)は壁パネルA
の下端部のコーキング剤54を示す概略断面図である。
図3及び図4は排水キャップ57を示している。図5乃
至図9は壁パネルAを示している。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a schematic perspective view showing the vertical joint 13, FIG. 2A is a schematic sectional view of a lower end portion of the vertical joint 13, FIG. 2B is a schematic front view, and FIG.
It is a schematic sectional drawing which shows the caulking agent 54 of the lower end part of FIG.
3 and 4 show the drain cap 57. 5 to 9 show the wall panel A.

【0010】壁パネルAは以下のように構成されるが、
他の形態にしてもよいものである。図9に示すように、
送り出し装置にて送り出された表裏の金属板の外皮1,
2の両端にはロール成形により成形されて嵌合凸部外皮
部分8a及び嵌合凹部外皮部分7aが形成され、図6に
示すように、これら二枚の金属板の外皮1,2間に断熱
材3としてのロックウール材3a、ロックウールの高密
度品3bや珪酸カルシウムが装填されている。ロックウ
ールの高密度品3bや珪酸カルシウムは耐火性及び機械
的強度が高く、上記嵌合凸部外皮部分8a及び嵌合凹部
外皮部分7aに装填され、嵌合凸部8及び嵌合凹部7に
おける耐火性及び機械的強度を高めている。二枚の金属
板の外皮1,2は、嵌合凸部8と嵌合凹部7とにおい
て、若干の間隙dが形成されて、二枚の金属板の外皮
1,2間の熱伝動(ヒートブリッジ)を回避するように
している(図9参照)。
[0010] The wall panel A is configured as follows.
Other forms may be used. As shown in FIG.
The outer skin of the front and back metal plates sent out by the feeding device 1,
2 are formed by roll molding to form a fitting convex outer skin portion 8a and a fitting concave outer skin portion 7a, and as shown in FIG. 6, heat insulating between the outer skins 1 and 2 of these two metal plates. A rock wool material 3a as the material 3, a high-density rock wool product 3b, and calcium silicate are loaded. The high-density rock wool product 3b and calcium silicate have high fire resistance and high mechanical strength, and are loaded into the fitting projection outer skin portion 8a and the fitting recess outer skin portion 7a. Increases fire resistance and mechanical strength. In the outer shells 1 and 2 of the two metal plates, a slight gap d is formed between the fitting convex portion 8 and the fitting concave portion 7, and heat transfer between the outer skins 1 and 2 of the two metal plates (heat) is performed. Bridge) is avoided (see FIG. 9).

【0011】図5乃至図7に示すように、パネル本体4
の側端部に表側外皮1を裏面側に折り曲げてパネル面に
略直交する縦目地側壁5を形成し、縦目地側壁5に連ね
てパネル面に略平行となる縦目地底壁6を形成し、縦目
地底壁6よりも更に一段低く釘打部16を形成し、釘打
部16よりも更にパネル本体4の側端部に嵌合凹部7を
形成している。
As shown in FIG. 5 to FIG.
The outer skin 1 is bent at the side end to the back side to form a vertical joint side wall 5 substantially perpendicular to the panel surface, and a vertical joint bottom wall 6 connected to the vertical joint side wall 5 and substantially parallel to the panel surface is formed. The nailing portion 16 is formed one step lower than the vertical ground bottom wall 6, and the fitting concave portion 7 is formed at the side end of the panel body 4 further than the nailing portion 16.

【0012】図9に示すように、パネル本体4の側端部
に、縦目地側壁5の高さHに相当する厚さTの縦目地形
成片10を延出し、縦目地形成片10の下端に上記縦目
地側壁5に対向する縦目地形成壁9を形成し、縦目地形
成片10よりも裏面側に嵌合凸部8を形成している。図
5に示すように、パネル本体4の上下端部には、表側外
皮1を折り曲げて側壁片11を形成し、側壁片11から
パネル本体4の厚さ方向の中間部から外側方に縦目地片
12を延出している。縦目地片12の側端部を裏面側に
折り曲げるとともに側壁片11を折り曲げて、縦目地側
壁5と同一面上に受面31を形成している。受面31の
先端に連続させて縦目地底壁6に連なる側部片32及び
縦底目地片33を形成している。
As shown in FIG. 9, a vertical joint forming piece 10 having a thickness T corresponding to the height H of the vertical joint side wall 5 extends to the side end of the panel main body 4, and a lower end of the vertical joint forming piece 10. A vertical joint forming wall 9 facing the vertical joint forming side wall 5 is formed, and a fitting convex portion 8 is formed on the back side of the vertical joint forming piece 10. As shown in FIG. 5, at the upper and lower end portions of the panel main body 4, the front outer skin 1 is bent to form side wall pieces 11, and the vertical joints are formed from the side wall pieces 11 to the outside from the middle part in the thickness direction of the panel main body 4. A piece 12 extends. The side end of the vertical joint piece 12 is bent toward the back side and the side wall piece 11 is bent to form the receiving surface 31 on the same plane as the vertical joint side wall 5. A side piece 32 and a vertical bottom joint piece 33 which are continuous with the front end of the receiving surface 31 and are continuous with the vertical joint bottom wall 6 are formed.

【0013】嵌合凹部7の上下部において、上記側壁片
11よりも断熱材3の上下端面に近接して端部覆い片1
1aを側壁片11に略平行に形成している。端部覆い片
11aのパネル本体4の裏面側の先端からパネル本体4
の面方向に受片11bを上下方向に延出している。端部
覆い片11aと端部片32とを連結片30にて連結して
いる。また、端部目地片33と受片11bとを連結片3
0にて連結している。このように、連結片30は略L形
になっている。この場合、受片11bは切除して無くし
てもよいものである。
In the upper and lower portions of the fitting recess 7, the end covering pieces 1 are closer to the upper and lower end faces of the heat insulating material 3 than the side wall pieces 11 are.
1 a is formed substantially parallel to the side wall piece 11. From the front end of the end covering piece 11a on the back side of the panel body 4, the panel body 4
The receiving piece 11b extends in the up-down direction in the surface direction. The end covering piece 11a and the end piece 32 are connected by a connecting piece 30. Further, the end joint piece 33 and the receiving piece 11b are connected to the connecting piece 3.
0 is connected. Thus, the connecting piece 30 is substantially L-shaped. In this case, the receiving piece 11b may be removed and removed.

【0014】壁パネルAの嵌合凸部8側において、縦目
地形成片10の先端の縦目地形成壁9に一連に受壁34
を形成している。図中Pは水密パッキンである。しかし
て、壁パネルA,Aは図8及び図9に示すように、釘打
部16において壁パネルAをボルト18にて壁下地17
に固定し、壁パネルA,Aの横目地片12,12を略面
一に並置して横目地片12,12の上面で左右の壁パネ
ルA,Aの側壁片11,11間に横目地を形成する。こ
の横目地にコーキング剤(図示せず)を充填している。
又、左右に隣接する壁パネルA,Aの嵌合凹部7に嵌合
凸部8を嵌合させ、一方の壁パネルAの縦目地側壁5
に、他方の壁パネルAの縦目地形成壁9を対向させて縦
目地13を形成する。
On the side of the fitting projection 8 of the wall panel A, the receiving wall 34 is formed on the vertical joint forming wall 9 at the end of the vertical joint forming piece 10 in series.
Is formed. In the figure, P is a watertight packing. As shown in FIGS. 8 and 9, the wall panels A are bolted to the wall panel A at the nailing portion 16 to form a wall base 17.
And the side panels 12, 12 of the wall panels A, A are juxtaposed side by side so that the side panels 11, 12 of the left and right wall panels A, A are on the upper surface of the side panels 12, 12. To form The side joint is filled with a caulking agent (not shown).
The fitting projection 8 is fitted into the fitting recess 7 of the left and right adjacent wall panels A, A, and the vertical joint side wall 5 of one wall panel A is fitted.
Then, the vertical joint 13 is formed with the vertical joint forming wall 9 of the other wall panel A facing the other.

【0015】図2に示すように、土台51の上端部には
二段にわたって折り曲げた水切り52を壁下地材53に
取付けてある。最も下段の壁パネルAの下端を水切り5
2の上段の段部52aに載置している。壁パネルAの下
端の側壁片11、横目地片12をバックアップ材として
コーキング剤54を水切り52の壁パネルA間に充填し
ている。
As shown in FIG. 2, a drainer 52 bent in two steps is attached to a wall base material 53 at the upper end of a base 51. Drain the lower end of the bottom wall panel A 5
2 is placed on the upper step 52a. The caulking agent 54 is filled between the wall panels A of the drainer 52 using the side wall pieces 11 and the side joint pieces 12 at the lower end of the wall panel A as backup materials.

【0016】図3は排水キャップ57を示していて、合
成樹脂性で断面が略ハット形に形成されている。排水キ
ャップ57の後部に中実状の立方体部60を一連に形成
している。排水キャップ57の立ち上がり部61及び立
方体部60の幅Lは縦目地底壁6の幅Wに略等しくして
ある。立方体部60の高さMは端部底目地片33の長さ
Nに略等しくしてある。立方体部60の前後長さRは端
部片32の高さSより小にしてある。
FIG. 3 shows a drain cap 57 which is made of synthetic resin and has a substantially hat-shaped cross section. A solid cubic portion 60 is formed in series at the rear of the drain cap 57. The width L of the rising portion 61 and the cubic portion 60 of the drain cap 57 is substantially equal to the width W of the vertical joint bottom wall 6. The height M of the cubic part 60 is substantially equal to the length N of the end bottom joint piece 33. The front-rear length R of the cube 60 is smaller than the height S of the end piece 32.

【0017】しかして、図2(a)に示すように、排水
キャップ57の立方体部60を端部片32、受面31に
当接させ、また、端部底目地片33と立方体部60の背
部面との間には排水用の隙間をあけて、排水キャップ5
7を壁パネルAの下部に係合させ、排水キャップ57の
左右の敷込み片62,62を水切り52の上に載置す
る。この場合、左右の敷込み片62,62は、左右の壁
パネルA,Aの下端部に充填されているコーキング剤5
4,54に敷込まれ、又、コーキング剤54の側端面は
立上がり部61の側壁59,59に受けられている。更
に、排水キャップ57の頂面上に頂部コーキング剤58
を充填して左右のコーキング剤54,54を連結してい
る。
As shown in FIG. 2A, the cubic portion 60 of the drain cap 57 is brought into contact with the end piece 32 and the receiving surface 31, and the end bottom joint piece 33 and the cubic portion 60 are joined together. Leave a drainage gap between the back side and the drainage cap 5
7 is engaged with the lower portion of the wall panel A, and the left and right laying pieces 62 of the drain cap 57 are placed on the drainer 52. In this case, the left and right laying pieces 62, 62 correspond to the caulking agent 5 filled in the lower ends of the left and right wall panels A, A.
4 and 54, and the side end surface of the caulking agent 54 is received by the side walls 59 and 59 of the rising portion 61. Further, a top caulking agent 58 is placed on the top surface of the drain cap 57.
To connect the left and right caulking agents 54 and 54.

【0018】このような構成によれば、図1の矢印イで
示すように、縦目地13に沿って排水される雨水は、頂
部コーキング剤58の上面に流下し、図2(a)の矢印
イ方向に沿って頂部コーキング剤58の上面から水切り
52上に流下する流れと、矢印ロ方向に沿って頂部コー
キング剤58の上面から背方に流れて立方体部60の上
面から背部に流れ、排水キャップ57で形成されるトン
ネル径路55をへて水切り52の前面に流下する流れに
分流されるのである。このように、縦目地13に沿って
流下する雨水を分流して排水する構成を分流排水手段5
6と総称する。
According to such a configuration, as shown by the arrow A in FIG. 1, the rainwater drained along the vertical joint 13 flows down to the upper surface of the top caulking agent 58, and the rainwater shown in FIG. The flow flows down from the upper surface of the top caulking agent 58 onto the drainer 52 along the direction a, and flows from the upper surface of the top caulking agent 58 to the back along the arrow B direction, flows from the upper surface of the cube 60 to the back, and drains. The water is diverted into a flow flowing down the front surface of the drainer 52 through the tunnel path 55 formed by the cap 57. In this way, the structure for diverting and draining rainwater flowing down along the vertical joint 13 is referred to as a diversion drainage unit 5.
6 generically.

【0019】しかして、雨水の一部がパネル前方側に、
一部はパネル背方側に分流され、縦目地13の下端から
多量の雨水がまとまって排水されるのを回避することが
でき、縦目地13の下端において雨水がまとまって排水
されることにより外観が低下されるのを回避することが
できるのである。この場合、排水キャップ57の左右の
側壁59,59によって左右のコーキング剤54,54
を受けていて、雨水が左右の壁パネルA,Aの下端のコ
ーキング剤54,54におよぶのを阻止でき、左右のコ
ーキング剤54,54を縦目地13からの排水にて劣化
するのを防いでいるのである。
Thus, a part of the rainwater is in front of the panel,
Part of the flow is diverted to the back of the panel, so that a large amount of rainwater can be prevented from being collected and drained from the lower end of the vertical joint 13. Can be prevented from being reduced. In this case, the left and right caulks 54, 54 are formed by the left and right side walls 59, 59 of the drain cap 57.
Receiving the water, it is possible to prevent rainwater from reaching the caulks 54, 54 at the lower ends of the left and right wall panels A, A, and prevent the left and right caulks 54, 54 from being deteriorated by drainage from the vertical joint 13. It is.

【0020】更に、排水キャップ57の頂面上に頂部コ
ーキング剤58を充填して左右のコーキング剤54,5
4を連結していて、コーキング剤54,54の充填強度
を高めている。かつ、左右のコーキング剤54と排水キ
ャップ57の側壁59との間に雨水が浸入するのを阻止
して、左右のコーキング剤54,54を保護している。
Further, the top caulking agent 58 is filled on the top surface of the drain cap 57 so as to fill the left and right caulking agents 54,5.
4 are connected to increase the filling strength of the caulks 54, 54. In addition, rainwater is prevented from entering between the left and right caulking agents 54 and the side wall 59 of the drain cap 57, thereby protecting the left and right caulking agents 54, 54.

【0021】[0021]

【発明の効果】請求項1においては、壁パネルの横巾方
向の一側部に嵌合凹部を、他側部に嵌合凸部を形成し、
嵌合凹部と嵌合凸部とを凹凸嵌合させるとともに嵌合箇
所に縦目地を形成し、左右の壁パネルの下端部と水切り
との間にコーキング剤を充填し、縦目地の下端に縦目地
に沿って流下する雨水の一部を受けてパネル前方側にガ
イドして排水させるとともに残部をパネル背方側にガイ
ドしてトンネル径路をへて水切りの上面から前面に流下
する分流排水手段を設けてあるから、縦目地に沿って排
水される雨水は、分流排水手段によって、一部がパネル
前方側に、残部はパネル背方側に分流され、縦目地の下
端から多量の雨水がまとまって排水されるのを回避する
ことができ、縦目地の下端において雨水がまとまって排
水されることにより外観が低下するのを回避することが
できるという利点がある。
According to the first aspect of the present invention, a fitting recess is formed on one side in the width direction of the wall panel, and a fitting projection is formed on the other side.
The fitting recess and the fitting projection are unevenly fitted to each other, and a vertical joint is formed at the fitting portion. A caulking agent is filled between the lower ends of the left and right wall panels and the drainer, and a vertical joint is formed at the lower end of the vertical joint. Dividing drainage means that receives part of the rainwater flowing down along the joint and guides it to the front of the panel to drain it, and guides the rest to the back of the panel and flows down from the top of the drain to the front through the tunnel path Since it is provided, rainwater drained along the vertical joint is partially diverted to the front of the panel and the remainder to the back of the panel by the diverting drainage means, and a large amount of rainwater is collected from the lower end of the vertical joint. There is an advantage that it is possible to avoid being drained, and it is possible to avoid a reduction in appearance due to the collective drainage of rainwater at the lower end of the vertical joint.

【0022】請求項2においては、分流排水手段は、断
面ハット形に形成された排水キャップであり、排水キャ
ップの左右の側壁にて左右のコーキング剤を受けている
から、左右のコーキング剤を良好に充填することがで
き、かつ、雨水が左右の壁パネルの下端のコーキング剤
の側端面におよぶのを防止でき、縦目地からの排水にて
左右のコーキング剤を損傷するのを防ぐことができると
いう利点がある。
According to the second aspect of the present invention, the diversion drainage means is a drainage cap formed in a hat shape in cross section, and receives the left and right caulking agents on the left and right side walls of the drainage cap. And prevent rainwater from reaching the side end surfaces of the caulking agent at the lower ends of the left and right wall panels, and prevent the left and right caulking agents from being damaged by drainage from vertical joints. There is an advantage.

【0023】請求項3においては、排水キャップの頂面
上に頂部コーキング剤を充填して左右のコーキング剤を
連結してあるから、左右の壁パネルの下端部のコーキン
グ剤が連結されて、コーキング剤の充填強度を高めるこ
とができ、かつ、左右のコーキング剤と排水キャップの
側壁との間に雨水が浸入するのを阻止することができ、
左右のコーキング剤を保護することができるという利点
がある。
In the third aspect, since the top caulking agent is filled on the top surface of the drain cap and the left and right caulking agents are connected, the caulking agents at the lower end portions of the left and right wall panels are connected, and the caulking agent is connected. Can increase the filling strength of the agent, and can prevent rainwater from entering between the left and right caulking agents and the side wall of the drain cap,
There is an advantage that the right and left caulks can be protected.

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

【図1】本発明の一実施の形態を示す概略分解斜視図で
ある。
FIG. 1 is a schematic exploded perspective view showing an embodiment of the present invention.

【図2】(a)は縦目地部分における一部省略した断面
図、(b)は概略正面図、(c)は壁パネルの下端にコ
ーキング剤を充填した箇所における概略断面図である。
2 (a) is a partially omitted cross-sectional view of a vertical joint, FIG. 2 (b) is a schematic front view, and FIG. 2 (c) is a schematic cross-sectional view of a place where a lower end of a wall panel is filled with a caulking agent.

【図3】排水キャップの斜視図である。FIG. 3 is a perspective view of a drain cap.

【図4】排水キャップを示し、(a)は平面図、(b)
は側面図、(c)は正面図、(d)は断面図、(e)は
断面図である。
FIG. 4 shows a drain cap, (a) is a plan view, (b)
Is a side view, (c) is a front view, (d) is a cross-sectional view, and (e) is a cross-sectional view.

【図5】壁パネルの部分斜視図である。FIG. 5 is a partial perspective view of a wall panel.

【図6】壁パネルの側面図である。FIG. 6 is a side view of a wall panel.

【図7】壁パネルの部分斜視図である。FIG. 7 is a partial perspective view of a wall panel.

【図8】壁パネルの凹凸嵌合接続状態の部分斜視図であ
る。
FIG. 8 is a partial perspective view of the uneven connection state of the wall panel.

【図9】壁パネルの凹凸嵌合接続状態の部分断面図であ
る。
FIG. 9 is a partial cross-sectional view of the wall panel in a concave-convex fitting connection state.

【図10】従来例の概略正面図である。FIG. 10 is a schematic front view of a conventional example.

【符号の説明】[Explanation of symbols]

13 縦目地 52 水切り 54 コーキング剤 55 トンネル径路 56 分流排水手段 57 排水キャップ 58 頂部コーキング剤 13 Vertical joint 52 Draining 54 Caulking agent 55 Tunnel path 56 Branch drainage means 57 Drain cap 58 Top caulking agent

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 壁パネルの横巾方向の一側部に嵌合凹部
を、他側部に嵌合凸部を形成し、嵌合凹部と嵌合凸部と
を凹凸嵌合させるとともに嵌合箇所に縦目地を形成し、
左右の壁パネルの下端部と水切りとの間にコーキング剤
を充填し、縦目地の下端に縦目地に沿って流下する雨水
の一部を受けてパネル前方側にガイドして排水させると
ともに残部をパネル背方側にガイドしてトンネル径路を
へて水切りの上面から前面に流下する分流排水手段を設
けて成ることを特徴とする壁パネル間の縦目地の水仕舞
い構造。
1. A fitting recess is formed on one side in the lateral width direction of the wall panel, and a fitting protrusion is formed on the other side. Form vertical joints at points,
Fill the caulking agent between the lower ends of the left and right wall panels and the drainer, receive part of the rainwater flowing down the vertical joint at the lower end of the vertical joint, guide it to the front side of the panel, drain it, and remove the remaining part. A vertical joint between the wall panels, comprising a diverting drainage means for guiding the panel to the rear side and flowing down from the upper surface of the drain to the front through the tunnel path.
【請求項2】 分流排水手段は、断面ハット形に形成さ
れている排水キャップであり、排水キャップの左右の側
壁にて左右のコーキング剤を受けて成ることを特徴とす
る請求項1記載の壁パネル間の縦目地の水仕舞い構造。
2. The wall according to claim 1, wherein the branch drainage means is a drainage cap formed in a hat shape in cross section, and the left and right side walls of the drainage cap receive left and right caulking agents. The water closing structure of the vertical joint between the panels.
【請求項3】 排水キャップの頂面上に頂部コーキング
剤を充填して左右のコーキング剤を連結して成ることを
特徴とする請求項2記載の壁パネル間の縦目地の水仕舞
い構造。
3. The water joint structure of a vertical joint between wall panels according to claim 2, wherein a top caulking agent is filled on the top surface of the drain cap and the left and right caulking agents are connected.
JP29292497A 1997-10-24 1997-10-24 Water structure of vertical joint between wall panels Expired - Fee Related JP3332336B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29292497A JP3332336B2 (en) 1997-10-24 1997-10-24 Water structure of vertical joint between wall panels

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29292497A JP3332336B2 (en) 1997-10-24 1997-10-24 Water structure of vertical joint between wall panels

Publications (2)

Publication Number Publication Date
JPH11131603A true JPH11131603A (en) 1999-05-18
JP3332336B2 JP3332336B2 (en) 2002-10-07

Family

ID=17788178

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29292497A Expired - Fee Related JP3332336B2 (en) 1997-10-24 1997-10-24 Water structure of vertical joint between wall panels

Country Status (1)

Country Link
JP (1) JP3332336B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007120052A (en) * 2005-10-26 2007-05-17 Nishikawa Rubber Co Ltd Building joint drainage member and building equipped with it
KR101173349B1 (en) * 2010-02-09 2012-08-10 김성근 Wall Structures of Building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007120052A (en) * 2005-10-26 2007-05-17 Nishikawa Rubber Co Ltd Building joint drainage member and building equipped with it
JP4647462B2 (en) * 2005-10-26 2011-03-09 西川ゴム工業株式会社 Building joint drainage member and building equipped with the same
KR101173349B1 (en) * 2010-02-09 2012-08-10 김성근 Wall Structures of Building

Also Published As

Publication number Publication date
JP3332336B2 (en) 2002-10-07

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