JP2001050864A - Comparative sensing apparatus about wall strength of building - Google Patents

Comparative sensing apparatus about wall strength of building

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Publication number
JP2001050864A
JP2001050864A JP11223494A JP22349499A JP2001050864A JP 2001050864 A JP2001050864 A JP 2001050864A JP 11223494 A JP11223494 A JP 11223494A JP 22349499 A JP22349499 A JP 22349499A JP 2001050864 A JP2001050864 A JP 2001050864A
Authority
JP
Japan
Prior art keywords
wall
displacement
load
walls
display
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
JP11223494A
Other languages
Japanese (ja)
Other versions
JP3708761B2 (en
Inventor
Tatsuhiko Yamamoto
龍彦 山本
Hidekatsu Kanazawa
英克 金沢
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.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP22349499A priority Critical patent/JP3708761B2/en
Publication of JP2001050864A publication Critical patent/JP2001050864A/en
Application granted granted Critical
Publication of JP3708761B2 publication Critical patent/JP3708761B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a comparative sensing apparatus about the wall strength of a building whereby a visitor can easily understand the strength difference between at least two walls different in structure. SOLUTION: The apparatus for comparative sensing of the strength difference between at least two walls A1, A2 different in structure comprises mounts 3 for mounting the walls A1, A2 held vertically erected, pressing means 4 for holding to the top ends of the walls A1, A2 and applying horizontal stresses thereto at the tops, means for detecting loads in applying the horizontal stresses, means for detecting the displacements of the walls A1, A2 due to application of the horizontal stresses, and means 51, 52, 61, 62 for indicating the loads and the displacements detected by the load detecting means and the displacement detecting means. The means 61, 62 for indicating the displacements are composed of a plurality of indication lamps 61a, 62a so as to indicate the variation of the displacement with the number of the lighting indication lamps.

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、構造が異なる壁体
の強度を比較体感するための建物の壁強度比較体感装置
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for comparing and feeling the strength of walls having different structures.

【0002】[0002]

【従来の技術】住宅等の建物の壁体の構造は、多くの種
類があり、住宅を供給する側にとっては、強度が優れた
壁体を使用することで、地震等に対しても安全である旨
のアピールをする必要があった。
2. Description of the Related Art There are many types of wall structures for buildings such as houses, and for a house supplying house, the use of a wall body having excellent strength makes it safe even against an earthquake or the like. I needed to make an appeal.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、壁体の
強度がどの位かは、その構造を見ただけでは理解するこ
とが困難であり、特に、住宅を購入しようとする購入者
のように一般の人にはなかなか理解できるものではなか
った。
However, it is difficult to understand the strength of the wall only by looking at its structure. It was not easy for anyone to understand.

【0004】そこで、異なる構造を持つ壁体を用いて、
その強度がどのようなものか比較して体感できる装置が
要望されていた。
Therefore, using walls having different structures,
There has been a demand for a device that can be compared with what the strength is.

【0005】[0005]

【課題を解決するための手段】請求項1に係る発明の建
物の壁強度比較体感装置は、構造が異なる少なくとも2
体の壁体の強度を比較体感する装置であって、上記壁体
を垂直に立設させた状態で載置する載置部と、各壁体の
上端部を保持し、駆動手段により当該壁体の上端部をそ
の幅方向に押圧して各壁体の上端部から水平応力を加え
るそれぞれの押圧手段と、上記押圧手段により壁体の上
端部から水平応力を加えた際の荷重を検出するそれぞれ
の荷重検出手段と、上記押圧手段により壁体の上端部か
ら水平応力を加えた際に当該壁体の変位量を検出するそ
れぞれの変位量検出手段と、上記荷重検出手段及び変位
量検出手段で検出した荷重及び変位量を表示するそれぞ
れの表示手段とを備えたものである。
According to the first aspect of the present invention, there is provided an apparatus for comparing and experiencing a wall strength of a building.
A device for comparing and feeling the strength of a wall of a body, comprising: a mounting portion on which the wall is mounted in an upright state, and an upper end of each wall; Pressing means for pressing the upper end of the body in the width direction to apply horizontal stress from the upper end of each wall, and detecting a load when the pressing means applies horizontal stress from the upper end of the wall. Load detecting means, displacement detecting means for detecting the displacement of the wall when a horizontal stress is applied from the upper end of the wall by the pressing means, load detecting means and displacement detecting means And display means for displaying the load and the displacement detected in the step (a).

【0006】請求項2に係る発明の建物の壁強度比較体
感装置は、前記変位量を表示する表示手段が、複数の表
示ランプからなり、これら表示ランプの点灯個数により
変位量の変化を表示するように構成されてなるものであ
る。
According to a second aspect of the present invention, the display means for displaying the amount of displacement comprises a plurality of display lamps, and the change in the amount of displacement is displayed by the number of lighted display lamps. It is constituted as follows.

【0007】[0007]

【発明の実施の形態】以下、本発明の実施の形態を図面
を参照して説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0008】図1は、建物の壁強度比較体感装置の全体
構成を示している。この壁強度比較体感装置1は、左右
2つの基台2、2の下部に設けられ、構造が異なる2体
の壁体A1、A2をそれぞれ載置する載置部3、3と、
基台2の上部に設けられ、該壁体A1、A2の上端部を
その幅方向に押圧して各壁体A1、A2の上端部から水
平応力を加えるためのそれぞれの押圧手段4、4と、こ
れら押圧手段4、4により壁体A1、A2の上端部から
水平応力を加えた際の荷重を検出するそれぞれの荷重検
出手段と、上記押圧手段4、4により壁体A1、A2の
上端部から水平応力を加えた際の当該壁体A1、A2の
変位量を検出するそれぞれの変位量検出手段と、上記各
荷重検出手段及び各変位量検出手段で検出した荷重及び
変位量を表示するそれぞれの表示手段としての荷重表示
装置51、52及び変位量表示装置61、62とを備え
てなるものである。
FIG. 1 shows the overall configuration of a wall strength comparison sensation device for a building. The wall strength comparison sensation device 1 is provided at the lower part of two bases 2 and 2 on the left and right sides, and mounting sections 3 and 3 for mounting two wall bodies A1 and A2 having different structures, respectively.
Pressing means 4, 4 provided on the upper portion of the base 2 for pressing the upper ends of the walls A1, A2 in the width direction to apply horizontal stress from the upper ends of the walls A1, A2; Load detecting means for detecting a load when a horizontal stress is applied from the upper ends of the walls A1, A2 by the pressing means 4, 4, and upper ends of the wall A1, A2 by the pressing means 4, 4. Displacement amount detecting means for detecting the displacement amount of the walls A1 and A2 when a horizontal stress is applied, and the load and displacement amounts detected by the load detecting means and the displacement amount detecting means, respectively. , Load display devices 51 and 52 and displacement amount display devices 61 and 62 as display means.

【0009】ここで、壁体の強度を比較するにあたって
は、壁体A1、A2の壁倍率に基づいて行う。壁倍率
は、図2(a)に示すように枠材Bに木ずりB1を設け
た壁体が0.5、図2(b)に示すように枠材Bに筋交
いB2を一本設けた壁体が2、図2(c)に示すように
枠材Bに構造用合板B3を設けた壁体が2.5となる。
なお、枠材Bへの構造用合板B3の貼り付けは、複数の
釘を等間隔で釘打ちすることで行われている。
The strength of the walls is compared based on the wall magnification of the walls A1 and A2. As for the wall magnification, as shown in FIG. 2 (a), the wall body provided with the lath B1 on the frame material B is 0.5, and as shown in FIG. 2 (b), one brace B2 is provided on the frame material B. The number of the walls is 2, and the number of the walls provided with the structural plywood B3 on the frame material B is 2.5 as shown in FIG.
The structural plywood B3 is attached to the frame material B by nailing a plurality of nails at equal intervals.

【0010】従って、壁体A1の壁倍率は木ずりB1と
2本の筋交いB2で4.5となり、また、壁体A2の壁
倍率も1本の筋交いB2と構造用合板B3とで4.5に
なる。
Accordingly, the wall magnification of the wall A1 is 4.5 for the lath B1 and the two braces B2, and the wall magnification of the wall A2 is 4.5 for the one brace B2 and the structural plywood B3. It becomes 5.

【0011】なお、壁倍率1は、荷重130Kgをかけた
場合に変形が1/120・Lmm以下であることが目安と
なり、上述した壁倍率4.5で高さLmmの壁体A1、A
2については、荷重として4.5×130kg=585kg
をかけたときに、その変形量がL/120mm以下になる
ことが目安となる。
It is to be noted that the wall magnification 1 is based on the condition that the deformation is not more than 1/120 · Lmm when a load of 130 kg is applied.
For 2, the load was 4.5 × 130 kg = 585 kg
, A guideline is that the amount of deformation is L / 120 mm or less.

【0012】前記各載置部3は、壁体A1、A2の下端
を支持するためのもので、ボルト締め31等により垂直
に配置された当該壁体A1、A2の下端を強固に固定し
ている。壁体A1、A2は、構造の違いがわかり易いよ
うに裏側を前方に向けて配置される。
The mounting portions 3 are for supporting the lower ends of the walls A1 and A2, and firmly fix the lower ends of the walls A1 and A2 which are vertically arranged by bolting 31 or the like. I have. The walls A1 and A2 are arranged with their backs facing forward so that differences in structure can be easily understood.

【0013】前記各押圧手段4は、壁体A1、A2の上
端部の両側を挟持し、左右水平方向に連動して移動自在
な挟持部41a、41bを備えた移動体41と、この移
動体41を左右水平方向に移動させるための駆動手段と
してのジャッキ装置42とを主要部としている。
Each of the pressing means 4 sandwiches both sides of the upper end of the walls A1 and A2, and includes a movable body 41 having sandwiching portions 41a and 41b which are movable in the horizontal direction in the left and right directions. A jack device 42 as driving means for moving the right and left 41 in the horizontal direction is a main part.

【0014】移動体41は、図示しないガイドレールに
案内されて前述のように基台2の上部においてその挟持
部41a、41bが円滑に移動可能に構成されている。
また、左右の挟持部41a、41bは連結ロッド43に
よって連結されている。
The movable body 41 is guided by a guide rail (not shown) so that the holding portions 41a and 41b can move smoothly above the base 2 as described above.
The left and right holding portions 41 a and 41 b are connected by a connecting rod 43.

【0015】前記ジャッキ装置42は、図示しないモー
タ等によりその伸縮部が伸縮自在に構成されたもので、
当該伸縮部が荷重検出手段としてのロードセル(図示省
略)を介して接続されている。
The jack device 42 has a telescopic part which is configured to be telescopic by a motor (not shown).
The expansion and contraction section is connected via a load cell (not shown) as load detection means.

【0016】また、ジャッキ装置42の伸縮量または移
動体41の移動量を例えばポテンショメータなどのセン
サ(変位量検出手段)によって検出することで、壁体A
1、A2の上端部を各押圧手段4で水平方向に押圧して
水平応力を加えた際の変位量を検出する。
The amount of expansion and contraction of the jack device 42 or the amount of movement of the movable body 41 is detected by a sensor (displacement amount detecting means) such as a potentiometer, so that the wall A
1. The displacement amount when a horizontal stress is applied by pressing the upper end of A2 in the horizontal direction by each pressing means 4 is detected.

【0017】そして、上述した荷重検出手段及び変位量
検出手段で検出した荷重及び変位量は、図示しない制御
装置に入力され、この制御装置を通じて前述した荷重表
示装置51、52及び変位量表示装置61、62に表示
する。
The loads and displacements detected by the load detecting means and the displacement detecting means are input to a control device (not shown), and the load display devices 51 and 52 and the displacement display device 61 are transmitted through the control device. , 62.

【0018】荷重表示装置51、52は、基台2、2間
に設置された支持台53上に設置されており、前面に荷
重を数値として表す表示部51a、52aが配置されて
いる。
The load display devices 51 and 52 are installed on a support 53 provided between the bases 2 and 2, and display units 51a and 52a for displaying loads as numerical values are arranged on the front surface.

【0019】変位量表示装置61、62は、複数個の表
示ランプ61a、62aが所定の間隔で横一線に配置さ
れてなるもので、真ん中の表示ランプ61a、62aを
中心にして壁体A1、A2が押圧される側の表示ランプ
61a、62aを変位量の増加に伴って順次点灯させる
ようにしている。この実施の形態では、変位量が5mm増
加するごとに表示ランプ61a、62aを順次点灯させ
るようにしている。
The displacement amount display devices 61 and 62 are composed of a plurality of display lamps 61a and 62a arranged in a horizontal line at predetermined intervals, and the wall members A1 and 62a are arranged around the center display lamps 61a and 62a. The display lamps 61a and 62a on the side where A2 is pressed are sequentially turned on as the displacement amount increases. In this embodiment, each time the displacement increases by 5 mm, the display lamps 61a and 62a are sequentially turned on.

【0020】また、上記変位量表示装置61、62の真
ん中上方には点灯ランプ63、64が設けられている。
Lighting lamps 63, 64 are provided in the upper middle of the displacement amount display devices 61, 62.

【0021】次に、上述のようにして構成された壁強度
比較体感装置1を用いて、構造が異なる壁体A1、A2
の強度がどのように違うかを見学者に比較体感してもら
う際の手順について説明する。
Next, using the wall strength comparison sensation device 1 configured as described above, the walls A1, A2 having different structures are used.
The following describes the procedure for giving the visitor a comparative experience by seeing how the intensity of the light is different.

【0022】まず、壁体A1の上端部から水平応力を加
える。詳しくは、壁体A1側の開始スイッチを押し、制
御装置からの指令信号に基づいてその押圧手段4を作動
させ、壁体A1の上部を右側から左側にゆっくりと押圧
していく。この際、壁体A1にかけられた荷重が荷重表
示装置51に表示され、表示される荷重は押圧手段4の
作動に伴って徐々に増加していく。これによって壁体A
1の両側縁には、引張と圧縮がおこり、その際の変位を
変位量表示装置61の真ん中の表示ランプ61aから左
側の表示ランプ61aを順次点灯させることで表示す
る。
First, a horizontal stress is applied from the upper end of the wall A1. Specifically, the start switch on the wall A1 side is pressed, and the pressing means 4 is operated based on a command signal from the control device, and the upper portion of the wall A1 is slowly pressed from right to left. At this time, the load applied to the wall A1 is displayed on the load display device 51, and the displayed load gradually increases with the operation of the pressing means 4. This makes the wall A
On both side edges of 1, tension and compression occur, and the displacement at that time is displayed by sequentially lighting the left display lamp 61 a from the middle display lamp 61 a of the displacement amount display device 61.

【0023】そして、その変位量が25mm(6個表示ラ
ンプ61aが点灯)に達した時に、制御装置からの指令
信号に基づいて点灯ランプ63を点灯させ、壁倍率4.
5で高さ3000mmの壁体A1の場合における変位量の
目安となる最大値である上記25(3000/120m
m)mmに達したことを知らせ、当該25mmからある程度
変位量が増加した時点で押圧手段4の作動を停止してこ
の時の荷重を荷重表示装置51に表示する。
When the displacement reaches 25 mm (the six display lamps 61a are turned on), the lighting lamp 63 is turned on based on a command signal from the control device, and a wall magnification of 4.
5, which is the maximum value which is a reference value of the displacement amount in the case of the wall body A1 having a height of 3000 mm and 25 (3000/120 m
m), the operation of the pressing means 4 is stopped when the amount of displacement has increased to some extent from 25 mm, and the load at this time is displayed on the load display device 51.

【0024】次に、壁体A2を押圧手段4により上述と
同様にして押圧する。この場合、壁体A2の構造上の特
性から、上記した壁体A1の変位量が25mmに達した時
と同じ荷重に達してもその変位量は壁体A1と比べて小
さく、この変位量の比較は点灯している表示ランプ61
a、62aの数をみれば見学者が容易に分かる。
Next, the wall A2 is pressed by the pressing means 4 in the same manner as described above. In this case, due to the structural characteristics of the wall A2, even when the displacement of the wall A1 reaches the same load as when the displacement reaches 25 mm, the displacement is smaller than that of the wall A1. The comparison shows the lit display lamp 61
A visitor can easily understand the number of a and 62a.

【0025】そして、押圧手段4の作動を継続させて、
前述した壁倍率4.5に基づく荷重585Kgに達すると
制御装置からの指令信号に基づいて押圧手段4を停止さ
せ、この場合の変位量を表示ランプ62aの点灯個数に
より表示する。
Then, the operation of the pressing means 4 is continued,
When the load reaches 585 Kg based on the wall magnification 4.5 described above, the pressing means 4 is stopped based on a command signal from the control device, and the amount of displacement in this case is indicated by the number of lighted display lamps 62a.

【0026】これにより、見学者は、壁体A1と壁体A
2の強度の違い、つまり両者を比較した場合に壁体A1
に対して壁体A2が構造上いかに強度が優れているかが
一目瞭然で理解できる。
Thus, the visitor can see the wall A1 and the wall A
2, the wall A1
In contrast, it can be understood at a glance how the wall A2 is structurally superior in strength.

【0027】具体的には、壁体A1、A2における荷重
及び変位量の数値の実験的な結果の一例を述べると、壁
体A1については荷重400Kg位に達した時点で変位量
が30〜35mmを示し、目安とされる荷重585Kgで2
5mmの変位量をはるかに越えるのに対して、壁体A2に
ついては荷重が585Kgに達した際の変位量は約15mm
を示していた。
Specifically, as an example of the experimental results of the numerical values of the load and the displacement on the walls A1 and A2, the displacement of the wall A1 is 30 to 35 mm when the load reaches about 400 kg. And 2 at a load of 585 kg
In contrast to the displacement of 5 mm, the displacement of the wall A2 is about 15 mm when the load reaches 585 kg.
Was shown.

【0028】なお、上述した手順は制御装置により予め
設定されたプログラムにより実行されており、このプロ
グラムは見学者が容易に比較できるように適宜に設定す
ればよい。
Note that the above-described procedure is executed by a program preset by the control device, and this program may be appropriately set so that the visitor can easily compare.

【0029】[0029]

【発明の効果】以上述べたように、構造が異なる壁体を
少なくとも2体載置し、押圧手段により各壁体の上端部
に水平応力を加え、この際の荷重及び変位量を表示手段
を通じて見学者に見せることで、見学者は構造の異なる
壁体の強度の違いが一目瞭然で理解できる。この結果、
優れた強度を持つ構造の壁体を採用した住宅等の建物の
購入意欲を刺激することができ、大きなセールスポイン
トにすることができる。
As described above, at least two walls having different structures are placed, horizontal stress is applied to the upper end of each wall by the pressing means, and the load and displacement at this time are displayed through the display means. By showing it to the visitor, the visitor can understand at a glance the difference in strength between the walls having different structures. As a result,
This can stimulate the willingness to purchase a building such as a house employing a wall having a structure with excellent strength, and can be a great selling point.

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

【図1】建物の壁強度比較体感装置の構成を示す正面図
である。
FIG. 1 is a front view showing the configuration of a wall strength comparison sensation device for a building.

【図2】壁体の壁倍率を説明するための図である。FIG. 2 is a diagram for explaining a wall magnification of a wall.

【符号の説明】[Explanation of symbols]

1 壁強度比較体感装置 2 基台 3 載置部 4 押圧手段 41 移動体 42 ジャッキ装置 51、52 荷重表示装置 61、62 変位量表示装置 61a、62a 表示ランプ A1、A2 壁体 DESCRIPTION OF REFERENCE NUMERALS 1 wall strength comparison sensation device 2 base 3 mounting portion 4 pressing means 41 moving body 42 jack device 51, 52 load display device 61, 62 displacement amount display device 61a, 62a display lamp A1, A2 wall

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 構造が異なる少なくとも2体の壁体の強
度を比較体感する装置であって、 上記壁体を垂直に立設させた状態で載置する載置部と、 各壁体の上端部を保持し、駆動手段により当該壁体の上
端部をその幅方向に押圧して各壁体の上端部から水平応
力を加えるそれぞれの押圧手段と、 上記押圧手段により壁体の上端部から水平応力を加えた
際の荷重を検出するそれぞれの荷重検出手段と、 上記押圧手段により壁体の上端部から水平応力を加えた
際に当該壁体の変位量を検出するそれぞれの変位量検出
手段と、 上記荷重検出手段及び変位量検出手段で検出した荷重及
び変位量を表示するそれぞれの表示手段とを備えたこと
を特徴とする建物の壁強度比較体感装置。
1. A device for comparing and feeling the strength of at least two wall bodies having different structures, comprising: a mounting part for mounting the wall body in a vertically erected state; and an upper end of each wall body. Holding means, and pressing means for pressing the upper end of the wall in the width direction by driving means to apply horizontal stress from the upper end of each wall; and pressing the upper part of the wall horizontally from the upper end of the wall by the pressing means. Load detecting means for detecting a load when a stress is applied; and displacement detecting means for detecting a displacement of the wall when a horizontal stress is applied from the upper end of the wall by the pressing means. And a display means for displaying the load and the displacement detected by the load detecting means and the displacement detecting means, respectively.
【請求項2】 前記変位量を表示する表示手段は、複数
の表示ランプからなり、これら表示ランプの点灯個数に
より変位量の変化を表示するように構成されてなること
を特徴とする請求項1記載の建物の壁強度比較体感装
置。
2. The display means for displaying the displacement amount comprises a plurality of display lamps, and is configured to display a change in the displacement amount according to the number of lighting of the display lamps. A wall strength comparison sensation device for a building according to the description.
JP22349499A 1999-08-06 1999-08-06 Building wall strength comparison device Expired - Lifetime JP3708761B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22349499A JP3708761B2 (en) 1999-08-06 1999-08-06 Building wall strength comparison device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22349499A JP3708761B2 (en) 1999-08-06 1999-08-06 Building wall strength comparison device

Publications (2)

Publication Number Publication Date
JP2001050864A true JP2001050864A (en) 2001-02-23
JP3708761B2 JP3708761B2 (en) 2005-10-19

Family

ID=16799030

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22349499A Expired - Lifetime JP3708761B2 (en) 1999-08-06 1999-08-06 Building wall strength comparison device

Country Status (1)

Country Link
JP (1) JP3708761B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007040709A (en) * 2005-07-29 2007-02-15 Tokyo Electric Power Co Inc:The Evaluation method and evaluation device
JP2008107630A (en) * 2006-10-26 2008-05-08 Sekisui House Ltd Aseismic performance of external wall panel exhibition apparatus and exhibition structure for the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007040709A (en) * 2005-07-29 2007-02-15 Tokyo Electric Power Co Inc:The Evaluation method and evaluation device
JP4655805B2 (en) * 2005-07-29 2011-03-23 東京電力株式会社 Evaluation method and evaluation apparatus
JP2008107630A (en) * 2006-10-26 2008-05-08 Sekisui House Ltd Aseismic performance of external wall panel exhibition apparatus and exhibition structure for the same
JP4525665B2 (en) * 2006-10-26 2010-08-18 積水ハウス株式会社 Seismic performance display device for outer wall panel and its display structure

Also Published As

Publication number Publication date
JP3708761B2 (en) 2005-10-19

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