JPH03206241A - Floor joist fixing device - Google Patents

Floor joist fixing device

Info

Publication number
JPH03206241A
JPH03206241A JP34168989A JP34168989A JPH03206241A JP H03206241 A JPH03206241 A JP H03206241A JP 34168989 A JP34168989 A JP 34168989A JP 34168989 A JP34168989 A JP 34168989A JP H03206241 A JPH03206241 A JP H03206241A
Authority
JP
Japan
Prior art keywords
bearing wall
floor
bearing
materials
floor joist
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
JP34168989A
Other languages
Japanese (ja)
Other versions
JPH0689576B2 (en
Inventor
Kunio Miyake
邦夫 三宅
Kuniya Ishihara
石原 邦哉
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.)
DAI ICHI HORM CO Ltd
Original Assignee
DAI ICHI HORM CO 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 DAI ICHI HORM CO Ltd filed Critical DAI ICHI HORM CO Ltd
Priority to JP34168989A priority Critical patent/JPH0689576B2/en
Publication of JPH03206241A publication Critical patent/JPH03206241A/en
Publication of JPH0689576B2 publication Critical patent/JPH0689576B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To enhance the strength of the whole of a bearing wall by releasing a relation between the bearing wall and a floor, partitioning floors at the intermediate position of the bearing wall to set the fixing position of the base bed material of a floor joist fixing device, and joints between the bearing walls are arranged in a meandering shape. CONSTITUTION:The height of a bearing panel 9 is set to a value being approximate a half the overall height of the wall surface of a building, and the fixing positions of base bed materials 3, 3 of a floor joist fixing device are located in an intermediate position between studs 2... disposed vertically in series at the respective bearing wall panels 9 and 9 to nail the base bed materials. The end parts of floor joist materials 4, 4 are placed on the base bed material 3 for nailing. Further, lateral span materials 5... are placed on the base bed material 3, and are located in an firm engaging state between the sides of the floor joist materials 4... and the lateral span materials between the sides of adjoining studs 2.... The lateral span material is securely nailed to the base bed material 3 making contact therewith, the floor joist material 4, and the adjoining stud 2. Bearing wall panels 30... having height approximate 1/3 the overall height of a wall surface are located adjacently to the bearing wall panels 9 and 9, and joints 12... between adjoining bearing wall panels 9 and 9 and 30... are arranged in a meandering shape. This constitution forms a long integral bearing wall, and ensures the whole strength of the bearing wall through prevention of the occurrence of bending and twist due to application of a vertical load.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は木造2x4建築物の躯体において上下階層間を
画するように用いられる根太固定装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a joist fixing device used to separate upper and lower floors in the framework of a 2x4 wooden building.

[従来の技術] この種床根太の固定は,下階層の耐力壁におけるフレー
ムの上枠上に頭継ぎを設け、この頭継ぎを基準にして床
根太材をmat,、床根太材間に転び止めを介設する一
方、これらの外側には端根太を被覆状に設置せしめるも
のとされており、この床根太上には床下張り及び上階層
の耐力壁を蔵置固定するものとされている。
[Prior art] This type of fixing of floor joists involves providing a head joint on the upper frame of the frame of the load-bearing wall on the lower floor, and using this head joint as a reference, the floor joists are mated, and the floor joists are moved between the floor joists. While stoppers are provided, end joists are installed on the outside of these floor joists in a covering manner, and the subfloor and load-bearing walls of the upper floors are placed and fixed on top of these floor joists.

[発明が解決しようとする課題] この根太の固定装置によれば強度上は優れたものとなる
が、常に階層毎の耐力壁を必要とし、例えば3階建の建
物にあっては常に上下に3区分された耐力壁が必要とさ
れることになり、建物の荷重支持上はより強度に優れた
区分数の少い耐力壁を用いることか望ましい.しかし、
この階層毎の耐力壁を用いた上記根太固定装置にあって
は耐力壁数を減少せしめることは不可能である。
[Problem to be solved by the invention] This joist fixing device has excellent strength, but it always requires load-bearing walls for each floor, and for example, in a three-story building, there is always a load-bearing wall at the top and bottom. A load-bearing wall with three sections will be required, and in terms of supporting the load of the building, it is desirable to use a load-bearing wall with better strength and fewer sections. but,
In the above-mentioned joist fixing device using load-bearing walls for each floor, it is impossible to reduce the number of load-bearing walls.

本発明はこのような問題点に鑑みてなされたもので、そ
の目的とする処は、耐力壁と階層との関係を分離し、耐
力壁の中間位置において階層を区画し且つ躯体強度を充
分に確保した新規な根太固定装置を提供することを目的
とする。
The present invention was made in view of these problems, and its purpose is to separate the relationship between load-bearing walls and floors, divide floors at intermediate positions of load-bearing walls, and sufficiently increase the strength of the building blocks. The purpose is to provide a new secured joist fixing device.

El題を解決するための手段] L記目的に鑑み、本発明は,上下一連のスタッドと、該
スタッドの中間位置間において水平に介設した基台材と
、基台材上に載置せしめるとともにスタット側面に対し
て面接釘着した床根太材と、同じく基台材上に載置せし
めるとともに床根太材と隣接スタット間に密嵌状に介設
した横架材とを備えてなることを特徴とする根太固定装
置に係り且つこれを要旨とするものである。
Means for Solving Problem El] In view of the object L, the present invention provides a series of upper and lower studs, a base material horizontally interposed between the studs, and a base material placed on the base material. It also includes a floor joist material face-to-face nailed to the side surface of the stud, and a horizontal member placed on the base material and interposed in a tight fit between the floor joist material and the adjacent stud. This article relates to a characteristic joist fixing device and is its gist.

[作用] 本発明にあっては、上下一連のスタットにおける任意高
さの中間位置において基台材を介設し、この基台材を基
準位置として根太材を設置するように用いる。
[Function] In the present invention, a base material is interposed at an intermediate position of an arbitrary height in a series of upper and lower studs, and this base material is used as a reference position to install a joist material.

このとき、根太材はスタットにそれ自体面接釘着されて
固着強度を得るとともに横架材か固着強度を保持せしめ
る。
At this time, the joist itself is surface-nailed to the studs to obtain fixing strength, and the horizontal members maintain their fixing strength.

また、根太材における荷重は上下一連のスタットに伝達
されるか、同じくこの横架材によってスタットに生じる
ことある垂直荷重による撓みや捩れを防止して耐力壁と
しての全体強度を確保する。
In addition, the load on the joists is transmitted to a series of upper and lower studs, and the horizontal members also prevent deflection and twisting due to vertical loads that may occur in the studs, thereby ensuring the overall strength of the load-bearing wall.

[実施例] 以下、実施例を示す図面に従い更に本発明を説明すれば
、図中1は本発明に係る根太固定装置であり、該固定装
置1は、2×4建築物のスタッド2・・・、基台材3・
・・、床根太材4・・・、そして横架材5・・・とを備
えてなる. スタッド2・・・は,本例では予め工場等で上下枠6,
7を釘打ちして一体的な構造フレームに枠組みするとと
もに、更にその表面側に外壁下地てある構造用合板8も
予め張設して一体的な耐力壁パネル9を形成してある。
[Example] Hereinafter, the present invention will be further explained with reference to drawings showing examples. In the figure, 1 is a joist fixing device according to the present invention, and the fixing device 1 is a joist fixing device 2 of a 2×4 building.・、Base material 3・
..., floor joist material 4..., and horizontal member 5... In this example, the studs 2... are pre-assembled at the factory etc. by the upper and lower frames 6,
7 are nailed together to form an integral structural frame, and a structural plywood 8 serving as the base for the outer wall is also prestrung on the surface side thereof to form an integral load-bearing wall panel 9.

なお、かかる耐力壁バネル9は、上記スタッド2・・・
及び上下枠6.7には2 inx 4 in基準(実寸
38m■X140■量)の断面を有する構造材を用いて
あり、一方、構造用合板8は12mm厚を用いてある。
In addition, this load-bearing wall panel 9 has the above-mentioned stud 2...
The upper and lower frames 6.7 are made of a structural material having a cross section of 2 inches x 4 inches (actual size: 38 m x 140 cm), and the structural plywood 8 is 12 mm thick.

また、かかるスタッド2・・・を含む耐力壁バネル9は
、正面形状を3636mmX1616mmの縦長の長方
形としてあり、その高さは、本例3階建建築物の壁面全
長高さの略2分の1長さに設定してある。そして、上下
に2枚、また横方向には必要枚数並設して壁面を構成し
てある。
In addition, the load-bearing wall panel 9 including the studs 2... has a vertically long rectangular front shape of 3636 mm x 1616 mm, and its height is approximately half of the total wall height of the three-story building in this example. The length is set. Two panels are arranged vertically, and a required number of panels are arranged horizontally to form a wall surface.

なお、各スタッドの間隔は芯々基準で4041會である
か、左右側端のスタッドのみは外面を基準としてこの間
隔で配設してある。この結果、当該耐力壁バネル9は1
枚当り4本のスタッド2・・・を備えている。また,構
造用合板8の張設は釘打ちによるか,そのピッチは合板
周縁部即ち上下枠6,7及び側端のスタッドに対して1
00mm〜150m一程度、面内部の他のスタットに対
して200−■程度である。
The spacing between the studs is 4041mm on a center-to-center basis, or only the studs at the left and right ends are arranged at this spacing on the basis of the outer surface. As a result, the load-bearing wall panel 9 has 1
Each sheet has four studs 2... In addition, the structural plywood 8 may be stretched by nailing, or the pitch may be set at 1 point relative to the peripheral edges of the plywood, that is, the upper and lower frames 6, 7, and the studs at the side ends.
It is about 00mm to 150m, and about 200mm to other studs inside the surface.

そして、このスタッド2・・・を含む耐力壁パネル9は
、第1図に示すように布基礎10上の上台l1に建て起
こし、本装置lによる2階床の根太固定の後,その上に
更に一枚建て起こして両者の上下に対接する上下枠6,
7同士を釘打ちして固定するとともに、同様に3階床の
根太固定を行って3階分の壁面を形威してある。
Then, the load-bearing wall panel 9 including the studs 2... is erected on the upper stand l1 on the cloth foundation 10 as shown in Fig. 1, and after the joists of the second floor are fixed by this device l, Furthermore, a top and bottom frame 6 that is raised up and faces the top and bottom of both,
In addition to nailing the 7 pieces together, the joists for the third floor were also fixed to create a three-story wall.

ここで、前記のとおり当該耐力壁バネル9の高さは本例
3階建建築物の壁面全長高さの略2分の1としてあるか
ら、上下耐力壁パネル9,9の接合部l2の高さは2階
の途中高さに位置する一方、床根太材4.4の固定位置
は、2階床及び3階床とも各耐力壁パネル9.9毎に上
下一連に配設された各スタット2・・・の途中高さとし
てある。
Here, as mentioned above, the height of the load-bearing wall panel 9 is approximately half of the total wall height of the three-story building in this example, so the height of the joint l2 of the upper and lower load-bearing wall panels 9, 9 is While the floor joist material 4.4 is located at the mid-height of the second floor, the fixed position of the floor joist material 4.4 is at each of the studs arranged in series above and below for each load-bearing wall panel 9.9 on both the second and third floors. It is set as the midway height of 2...

即ち、第1図及び!s3図に示すように、本例根太固定
装置lの基台材3・・・は,スタッド2・・・と同し2
 inX 6 in基準の構造材で、上下一連のスタッ
ド2・・・の中間位置において各スタッド間に介設し釘
を斜め打ちして固定するとともに、耐力壁パネルの構造
用合板8の表面からも釘打ちしてある。
That is, Figure 1 and! As shown in Figure s3, the base material 3... of the joist fixing device l in this example is the same as the stud 2...
InX 6 inch standard structural material, interposed between each stud at an intermediate position between the upper and lower series of studs 2... and fixed by driving nails diagonally, and also from the surface of the structural plywood 8 of the load-bearing wall panel. It's nailed down.

一方、床根太材4・・・は,2jnX8in基準の断面
を有する構造材て、その端部を基台材3・・・上に載置
せしめるとともに、スタツド2・・・の側面に対して面
接釘着(釘l3・・・)してある。
On the other hand, the floor joist material 4... is a structural material having a standard cross section of 2jn x 8in, and its end is placed on the base material 3..., and the side surface of the stud 2... It is nailed (nail l3...).

また、横架材5・・・は、床根太材と同じ断面を有する
構造材で、基台材3・・・上に載置せしめるとともに、
床根太材4・・・の側面と,隣接スタッド2・・・の側
面間に密嵌状に介設し、これら接する基台材3、床根太
材4及び隣接スタッド2に釘を斜め打ち1−・て固定し
てある。
Further, the horizontal members 5... are structural members having the same cross section as the floor joists, and are placed on the base materials 3...
A nail is inserted diagonally into the base material 3, the floor joist material 4, and the adjacent stud 2, which are interposed in a tight fit between the side surface of the floor joist material 4... and the side surface of the adjacent stud 2... -・It is fixed.

そして,このように固定した床根太材4・・・上には床
板l4を張設してある。
A floor board l4 is stretched over the floor joists 4 fixed in this way.

なお、かかる根太固定を全壁部において行うことも勿論
可能であるか、木例の3階建建築物にあっては第2図に
示すように、前記壁面全長高さの略2分の1高さを有す
る耐力壁パネル9.9に隣接せしめて、壁面全長高さの
略3分の1高さを有する耐力壁パネル30・・・(同様
にスタット上下に上下枠を釘打ちした一体的な構造フレ
ームの表面に構造用合板を予め張設してある)を3段重
ねして配設してあり、この結果、各耐力壁バネル9,9
及び30・・・の上下の接合部l2・・・を千鳥状に配
置して特に水平荷重に対する耐力壁の強度を一層向上せ
しめるようにしてある。
It should be noted that it is of course possible to fix such joists on the entire wall, or in the case of a three-story wooden building, as shown in Figure 2, it is possible to fix the joists on the entire wall. A load-bearing wall panel 30 having a height of approximately one-third of the total height of the wall surface is placed adjacent to the load-bearing wall panel 9. Structural plywood (strung in advance on the surface of the structural frame) is stacked in three layers.As a result, each load-bearing wall panel 9,
and 30... are arranged in a staggered manner to further improve the strength of the load-bearing wall especially against horizontal loads.

ここて、上記壁面全長高さの略3分の1高さを有する耐
力壁バネル30・・・に対する床根太材の固定は、各耐
力壁パネル3 0−・・のスタッドの下端部において行
っており、即ち、床根太材はスタッドの下端に固定した
下枠上に蔵置せしめるとともにスタッド側面に対して面
接釘着する一方、横架材も同じく下枠上に蔵置せしめる
とともに床根太材と隣接スタット間に密嵌状に介設して
ある。
Here, the floor joists are fixed to the load-bearing wall panels 30 having a height of approximately one-third of the total height of the wall surface at the lower end of the stud of each load-bearing wall panel 30. In other words, the floor joists are placed on a lower frame fixed to the lower end of the stud and are nailed face-to-face to the side of the stud, while the horizontal members are also placed on the lower frame and attached to the floor joists and adjacent studs. They are tightly fitted in between.

次に、床根太材4の他端について説明すると、木例では
スパンを長くとるため、第3図に示すように建物内部に
おける継手装置l5で連結延長せしめてあり、図示しな
いが延長した図上右側の根太材4の端部は上記と同様本
固定装置によってスタッドに固定してある。
Next, to explain the other end of the floor joist 4, in order to make the span longer in the wooden example, it is connected and extended using a joint device 15 inside the building as shown in Figure 3. The end of the right joist 4 is fixed to a stud by the present fixing device as described above.

ここで、上記継手装置l5は、支点てある内部耐力仕切
壁l6上に連結する左右一対の床根太材4,4の端部を
、前後方向に中芯をずらし、且つ、左右方向には重複せ
しめて架設するとともに、この左右床根太材4.4の重
複部に前記スタット2と等厚の飼木l7を配設し、この
飼木l7の前後面各側に左右の床根太材4,4の端部を
添設せしめて釘(13・・・)打ちしてある。
Here, the above-mentioned joint device l5 shifts the centers of the left and right pair of floor joists 4, 4 connected on the internal load-bearing partition wall l6, which is the fulcrum, in the front-back direction, and overlaps them in the left-right direction. At the same time, a fodder l7 having the same thickness as the stud 2 is placed in the overlapping part of the left and right floor joists 4.4, and left and right floor joists 4, The ends of 4 are attached and nailed (13...).

このようにすることにより、従来左右床根太材の木口同
士を当接するとともに両者の片側面に添板を添設して釘
打ちしていたのに比べて,当該床根太材4,4の切断寸
法は必ずしも厳密なものでなくとも足り、また床根太材
か乾燥収縮した場合ても支点への掛り代に不足を生じな
い。なお、図中18はこの継手部の床根太材間に密嵌状
に介設した横架材、19は内部耐力仕切壁の上枠、20
は同縦枠.21は同じく仕切壁下地である。また、上記
飼木17がスタッド2と等厚てあることから、延長した
図上右側の床根太材の他端部は、スタットの裏側面に面
接釘着される。
By doing this, it is possible to cut the floor joists 4, 4, compared to conventional methods in which the ends of the left and right floor joists were brought into contact with each other, and a splint was attached to one side of both for nailing. The dimensions do not necessarily have to be exact, and even if the floor joists dry and shrink, there will be no shortage of hanging allowance to the fulcrum. In addition, in the figure, 18 is a horizontal member interposed tightly between the floor joists of this joint, 19 is the upper frame of the internal load-bearing partition wall, and 20
is the same vertical frame. 21 is also the partition wall base. Furthermore, since the feeder 17 has the same thickness as the stud 2, the other end of the extended floor joist on the right side in the drawing is nailed face-to-face to the back side of the stud.

その他、w4l図中22は当#建築物の屋根外装材,2
3は屋根小屋組の合掌、24は合掌尻、25は屋根小屋
組根太、26はその上に張設した床板であって屋根小屋
組内を居室用又は収納用に利用できるようにしてある。
In addition, 22 in the w4l diagram is the roof exterior material of this # building, 2
Reference numeral 3 denotes the gassho of the roof hut, 24 the gassho butt, 25 the roof joists, and 26 the floorboards stretched over the joists, so that the interior of the roof hut can be used for a living room or for storage.

その他図示しないが、勿論スタッドは木例のように予め
パネル化することなく、施工現場て上下枠を固定して一
壁面幅分を枠組し、かかる壁枠組を建て起こして本固定
装置により根太固定せしめた上で、その他,外壁下地の
張設作業等がなされてもよい. また、スタッドは壁面全長高さ1本の通し物を用いるこ
とも可能である。その他スタッドの配設問隔や、基台材
、床根太材、横架材の断面寸法(例えば2 inX 4
 in基準、2 inX s in基準、2 inX 
8 in基準等)は必要強度に応して種々設定し得る。
Although not shown in the drawings, of course the studs are not made into panels in advance like in the wooden example, but instead are framed at the construction site by fixing the upper and lower frames to cover one wall width.The wall frame is erected and the joists are fixed using this fixing device. After this, other work such as laying the base of the outer wall may be done. Furthermore, it is also possible to use a single stud that runs the entire length of the wall. Other stud spacing, cross-sectional dimensions of base materials, floor joists, and horizontal members (for example, 2 in
in standard, 2 inX s in standard, 2 inX
8 inch standard, etc.) can be set variously depending on the required strength.

かかる点からも反面するように,本発明の実施にあたっ
ては前記発明の要旨に反しない限り、スタッド,基台材
,床根太材、横架材等の具体的形状、構造、寸法,材質
、員数、配置及びこれらの関係等は様々に変更可能であ
る.[発明の効果] 本発明は前記要旨のとおりに構成したので作用欄に記し
たとおり、耐力壁と階層との関係を分離して耐力壁の中
間位置において階層を区画できるから、階層数に対して
区分数の少い長尺一体的な耐力壁を形成することが可能
となって、この耐力壁による荷重支持強度を向上できる
. また、かかる耐力壁の上下一連のスタッドは,基台材、
床根太材及び横架材によって撓みや捩れをその中間位置
において防止される結果、本装置を用いれば建物の階層
を丁度H形鋼を重ねたような極めて剛性に優れた構造に
形成できる。
Contrary to this point, in carrying out the present invention, the specific shapes, structures, dimensions, materials, and numbers of studs, base materials, floor joists, horizontal members, etc. may be modified, unless they are contrary to the gist of the invention. , arrangement, and their relationship can be changed in various ways. [Effects of the Invention] Since the present invention is configured as described above, as described in the effect column, the relationship between load-bearing walls and floors can be separated and floors can be divided at intermediate positions of load-bearing walls, so that the number of floors can be reduced. This makes it possible to form a long, integrated load-bearing wall with a small number of sections, and the load-bearing strength of this load-bearing wall can be improved. In addition, the series of studs above and below the load-bearing wall are the base material,
As a result of the floor joists and horizontal members preventing bending and twisting at intermediate positions, the use of this device allows building floors to be formed into extremely rigid structures, just like stacked H-beams.

更に、床根太材は基台材に載置してスタッド側面に面接
釘着できるから、上下一連のスタッドの中間位置に釘着
するにも拘らず現場作業か極めて簡単てある。
Furthermore, since the floor joists can be placed on the base material and nailed face-to-face to the side surfaces of the studs, on-site work is extremely simple, even though the floor joists are nailed at an intermediate position between a series of upper and lower studs.

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

図面は実施例を示すものて、第1図は本発明根太固定装
置を備えた2×4建築物の壁部の縦断面図、第2図は該
壁部の斜視図、第3図は該根太固定装置等の斜視図。 l・・・根太固定装置 4・・・床根太材 2・・・スタッド 5・・・横架材 3・・・基台材
The drawings show an embodiment, and FIG. 1 is a vertical sectional view of a wall of a 2×4 building equipped with the joist fixing device of the present invention, FIG. 2 is a perspective view of the wall, and FIG. A perspective view of a joist fixing device, etc. l...Joist fixing device 4...Floor joist material 2...Stud 5...Horizontal member 3...Base material

Claims (1)

【特許請求の範囲】[Claims] 上下一連のスタッドと、該スタッドの中間位置間におい
て水平に介設した基台材と、基台材上に載置せしめると
ともにスタッド側面に対して面接釘着した床根太材と、
同じく基台材上に載置せしめるとともに床根太材と隣接
スタッド間に密嵌状に介設した横架材とを備えてなるこ
とを特徴とする根太固定装置。
A series of upper and lower studs, a base material interposed horizontally between the intermediate positions of the studs, a floor joist material placed on the base material and surface-nailed to the side surface of the stud;
A joist fixing device also comprising a horizontal member placed on a base material and interposed in a tight fit between a floor joist material and an adjacent stud.
JP34168989A 1989-12-30 1989-12-30 Joist fixing device Expired - Lifetime JPH0689576B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34168989A JPH0689576B2 (en) 1989-12-30 1989-12-30 Joist fixing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34168989A JPH0689576B2 (en) 1989-12-30 1989-12-30 Joist fixing device

Publications (2)

Publication Number Publication Date
JPH03206241A true JPH03206241A (en) 1991-09-09
JPH0689576B2 JPH0689576B2 (en) 1994-11-09

Family

ID=18348020

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34168989A Expired - Lifetime JPH0689576B2 (en) 1989-12-30 1989-12-30 Joist fixing device

Country Status (1)

Country Link
JP (1) JPH0689576B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2269575A1 (en) 2009-06-30 2011-01-05 Santen Pharmaceutical Co., Ltd Method for improving bioavailability of latanoprost

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2269575A1 (en) 2009-06-30 2011-01-05 Santen Pharmaceutical Co., Ltd Method for improving bioavailability of latanoprost

Also Published As

Publication number Publication date
JPH0689576B2 (en) 1994-11-09

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