JPH0638971Y2 - Wall panel mounting structure - Google Patents
Wall panel mounting structureInfo
- Publication number
- JPH0638971Y2 JPH0638971Y2 JP8432689U JP8432689U JPH0638971Y2 JP H0638971 Y2 JPH0638971 Y2 JP H0638971Y2 JP 8432689 U JP8432689 U JP 8432689U JP 8432689 U JP8432689 U JP 8432689U JP H0638971 Y2 JPH0638971 Y2 JP H0638971Y2
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- mounting plate
- bolt member
- panel
- alc
- 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 - Lifetime
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Description
【考案の詳細な説明】 [考案の目的] (産業上の利用分野) 本考案は耐震性の向上を図った壁パネルの取付構造に関
する。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial field of application) The present invention relates to a wall panel mounting structure with improved seismic resistance.
(従来の技術) 壁パネルの取付構造の一種として、例えば多数の軽量気
泡コンクリートパネル(以下「ALCパネル」という)を
躯体に横長に取付けて建物の外壁を構成する横壁ボルト
止め溝法が知られている。その概略を示すと第6図の通
りで、各ALCパネル1にはその左右両端にフックボルト
2が貫通状態で固定され、そのフックボルト2の先端部
が躯体の柱3に溶接されている。また、柱3には、例え
ばALCパネル1五枚毎に、L型鋼よりなる受け鋼材4が
溶接され、左右のALCパネル1の下端面を支承してい
る。前記各フックボルト2は主としてALCパネル1に直
角方向に作用する力を受け、ALCパネル1の自重は受け
鋼材4が受けるようになっている。(Prior Art) As a type of wall panel mounting structure, for example, a horizontal wall bolting groove method is known in which a large number of lightweight cellular concrete panels (hereinafter referred to as “ALC panels”) are horizontally mounted on a frame to form an outer wall of a building. ing. As schematically shown in FIG. 6, hook bolts 2 are fixed to the left and right ends of each ALC panel 1 in a penetrating state, and the tips of the hook bolts 2 are welded to a pillar 3 of a skeleton. Further, a receiving steel material 4 made of L-shaped steel is welded to the pillar 3 for every five ALC panels, for example, to support the lower end surfaces of the left and right ALC panels 1. The hook bolts 2 mainly receive a force acting in a direction perpendicular to the ALC panel 1, and the receiving steel member 4 receives the weight of the ALC panel 1.
(考案が解決しようとする課題) ところが、地震時には躯体と壁パネルとが相対的に変位
する。しかるに、上記従来構成では、柱3とALCパネル
1とがフックボルト2を介して固定的に取付けられてい
るため、ALCパネル1に無理な力が作用し、これがため
に変位の程度によってはクラックが発生することがあっ
た。このようなクラックが発生した場合には、そのクラ
ックを通して雨水が侵入することによって建物を著しく
損傷させることになり、またクラックの拡大によって壁
パネルの破片が落下する等の危険な事態を招くおそれが
ある。(Problems to be solved by the invention) However, the body and the wall panel are relatively displaced during an earthquake. However, in the above-mentioned conventional configuration, since the pillar 3 and the ALC panel 1 are fixedly attached via the hook bolts 2, an unreasonable force acts on the ALC panel 1, which may cause cracking depending on the degree of displacement. May occur. When such a crack occurs, rainwater may invade through the crack and significantly damage the building, and the expansion of the crack may cause a dangerous situation such as a fragment of a wall panel falling. is there.
かかる事態を回避するには、例えば次のような構成が考
えられる。ALCパネルに予めアンカーナットを埋設して
おく。一方、横長の長孔を備えた取付プレートを製造
し、その長孔にボルトを貫通させてALCパネルのアンカ
ーナットに螺合することによりALCパネルに移動可能に
取付け、その取付プレートを柱に溶接等により固定す
る。これによりALCパネルは長孔の分だけ柱に対し横方
向に移動が許容された状態となるから、地震時の柱とAL
Cパネルとの相対変位を吸収することができてALCパネル
に無理な力が作用することを防止できるのである。In order to avoid such a situation, for example, the following configuration can be considered. Embed anchor nuts in the ALC panel in advance. On the other hand, manufacturing a mounting plate with a horizontally long hole, movably mounting it on the ALC panel by inserting a bolt through the hole and screwing it into the anchor nut of the ALC panel, and welding the mounting plate to the pillar Etc. As a result, the ALC panel is allowed to move laterally with respect to the column by the length of the long hole.
It is possible to absorb the relative displacement with the C panel and prevent the ALC panel from being subjected to excessive force.
しかしながら、上記構成では、作業者が誤ってボルトを
アンカーナットに強く締め付け過ぎてしまうことがあ
る。すると、取付プレートがボルトによってALCパネル
に固定された状態になって本来許容されるべき移動が困
難になるから、地震時の柱とALCパネルとの相対変位を
吸収することができず、結局、ALCパネルにクラックが
発生するという事態を招く。However, in the above configuration, the operator may erroneously overtighten the bolt to the anchor nut. Then, the mounting plate is fixed to the ALC panel with bolts, and it becomes difficult to allow the movement that should be allowed originally, so it is not possible to absorb the relative displacement between the column and the ALC panel at the time of an earthquake, and in the end, This causes a situation where cracks occur in the ALC panel.
本考案は上記事情に鑑みてなされたもので、その目的
は、壁パネルを躯体に移動可能に取付けた構造におい
て、壁パネルの移動許容性を確保して地震等によって壁
パネルに無理な力が及ぶことを確実に防止し、もって取
付けの耐久性及び信頼性を十分に向上させることができ
る壁パネルの取付構造を提供するにある。The present invention has been made in view of the above circumstances, and an object thereof is to secure the movement allowance of the wall panel in a structure in which the wall panel is movably attached to the skeleton so that an unreasonable force is applied to the wall panel due to an earthquake or the like. It is an object of the present invention to provide a wall panel mounting structure capable of reliably preventing the extension and thus sufficiently improving the mounting durability and reliability.
[考案の構成] (課題を解決するための手段) 本考案に係る壁パネルの取付構造は、壁パネルに埋込み
固定されたアンカーナットを設け、長孔を有し躯体に固
定される取付プレートを設け、この取付プレートの長孔
を貫通しアンカーナットに先端部分が螺合されるボルト
部材を設け、このボルト部材の軸部に形成された縮径部
にその径方向から嵌合される移動規制部材を設け、移動
規制部材とボルト部材の頭部との間に取付プレートの厚
さ寸法よりも大なるギャップが形成されている構成に特
徴を有する。[Structure of the Invention] (Means for Solving the Problems) The wall panel mounting structure according to the present invention is provided with an anchor nut embedded and fixed in the wall panel, and a mounting plate having a long hole and fixed to the body. Provided is a bolt member that penetrates the long hole of the mounting plate and has a tip portion screwed into the anchor nut, and a movement restriction that is fitted in a reduced diameter portion formed on the shaft portion of the bolt member in the radial direction. The structure is characterized in that a member is provided, and a gap larger than the thickness dimension of the mounting plate is formed between the movement restricting member and the head of the bolt member.
(作用) 壁パネルを取付けるための取付プレートには長孔が形成
され、これにボルト部材が貫通しているから、壁パネル
は長孔の長さ分だけ躯体に対して移動が許容されてい
る。これにて地震等のために壁パネルと躯体とが相対的
に変位しても、その変位を吸収することができて壁パネ
ルに無理な力が作用しない。(Function) Since the mounting plate for mounting the wall panel has the long hole formed therein and the bolt member penetrates through the plate, the wall panel is allowed to move with respect to the body by the length of the long hole. . As a result, even if the wall panel and the frame are relatively displaced due to an earthquake or the like, the displacement can be absorbed and an unreasonable force does not act on the wall panel.
しかも、取付プレートはボルト部材の頭部と移動規制部
材との間に挟まれるように位置しており、且つこれら頭
部と移動規制部材との間のギャップ寸法が取付プレート
の厚さ寸法よりも大となっているから、取付プレートが
ボルト部材によって押さえ付けられることがなく、壁パ
ネルに対する移動許容性が確実に保証される。Moreover, the mounting plate is positioned so as to be sandwiched between the head of the bolt member and the movement restricting member, and the gap between the head and the movement restricting member is larger than the thickness of the mounting plate. Since it is large, the mounting plate is not pressed down by the bolt member, and the movement allowance with respect to the wall panel is surely guaranteed.
(実施例) 以下本考案をALCパネルの横壁構法に適用した一実施例
につき第1図乃至第4図を参照して説明する。(Embodiment) An embodiment in which the present invention is applied to a lateral wall construction method of an ALC panel will be described with reference to FIGS. 1 to 4.
第2図は全体の構成を建物の内側から見た様子を示して
いる。各柱11はH型鋼を使用して構成され、各柱11はH
型鋼を使用して構成され、壁パネルであるALCパネル12
の長手方向寸法に等しい間隔で一列に立設されている。
その柱11のうち建物の外壁側に面には左右に対を成す2
本の通しアングル13が柱11に沿って溶接により固定さ
れ、ALCパネル12は各柱11間に横長にして上下に積み上
げた状態でその両端部が柱11に通しアングル13を介して
取付けられる。以下、このALCパネル12群の取付構造に
ついて詳述する。尚、各ALCパネル12の左右各端部寄り
には第3図に示すように予めアンカーナット14が夫々埋
め込まれている。Figure 2 shows the overall structure as seen from the inside of the building. Each pillar 11 is constructed by using H-shaped steel, and each pillar 11 is H
ALC panel 12 that is a wall panel constructed using shaped steel
Are erected in a row at intervals equal to the longitudinal dimension of the.
2 of the pillars 11 on the outer wall side of the building and on the left and right sides
The through angle 13 of the book is fixed by welding along the pillars 11, and the ALC panels 12 are attached to the pillars 11 through the through angles 13 in a state where the ALC panels 12 are horizontally stacked between the pillars 11 and vertically stacked. The mounting structure of the ALC panel 12 group will be described in detail below. Anchor nuts 14 are preliminarily embedded near the left and right ends of each ALC panel 12, as shown in FIG.
ALCパネル12は複数枚毎にブロックになっており、各ブ
ロックのうち最下段のものには、その左右両側に位置し
てアンカーナット14にねじ込んだボルト15によって段付
きの固定プレート16が固定されている。その固定プレー
ト16の先端部は通しアングル13に溶接され、これによっ
てALCパネル12が柱11に固定されている。The ALC panel 12 is divided into blocks, and the bottommost block of each block has a stepped fixing plate 16 fixed to the left and right sides of the block with bolts 15 screwed into anchor nuts 14. ing. The front end of the fixing plate 16 is welded to the through angle 13 so that the ALC panel 12 is fixed to the column 11.
前記最下段より上に位置するALCパネル12には、平板状
の取付プレート17とボルト部材18とにより、柱11に対し
て相対的に横方向移動が許容された状態に取付けられ
る。即ち、取付プレート17には第1図に示すように横方
向に延びる長孔17aが形成されている。前記ボルト部材1
8は、第4図に示すように、ねじ溝が形成された軸部18a
と六角形状の頭部18bとを備えると共に、軸部18aの頭部
18b側に縮径部18cがリング状に形成されている。そし
て、この縮径部18cに例えば鋼板製の移動規制部材19が
嵌合している。この移動規制部材19は、前記縮径部18c
に対応する厚さ寸法の例えば矩形の板状をなし、その中
央部から下縁部に延びる開放溝20を有している。この開
放溝20は、開放側が巾広部20a,移動規制部材19の中央部
側が幅狭部20bとされており、この幅狭部20bの幅寸法
が、軸部18aのうち縮径部18cにより径小となった部位の
径寸法に略一致している。従って、この移動規制部材19
は、第4図に示すように、ボルト部材18の縮径部18cに
開放溝20を通して径方向である上方から挿入され、最後
に幅狭部20bに圧入するようにしてボルト部材18に嵌合
固定される。そして、このとき、第3図に示すように、
ボルト部材18に嵌挿され頭部18bに接する平座金21と移
動規制部材19との間のギャップ寸法aは、前記取付プレ
ート17の厚さ寸法bよりも大となるようにされている。The ALC panel 12 located above the lowermost stage is attached by a flat plate-shaped attachment plate 17 and a bolt member 18 in a state in which lateral movement relative to the column 11 is permitted. That is, the mounting plate 17 is formed with a long hole 17a extending in the lateral direction as shown in FIG. The bolt member 1
As shown in FIG. 4, 8 is a shaft portion 18a in which a thread groove is formed.
And a hexagonal head portion 18b, and the head portion of the shaft portion 18a.
The reduced diameter portion 18c is formed in a ring shape on the 18b side. A movement restricting member 19 made of, for example, a steel plate is fitted in the reduced diameter portion 18c. The movement restricting member 19 includes the reduced diameter portion 18c.
Has a thickness corresponding to, for example, a rectangular plate shape, and has an open groove 20 extending from the central portion to the lower edge portion. The open groove 20 has a wide portion 20a on the open side and a narrow portion 20b on the center side of the movement restricting member 19, and the width dimension of the narrow portion 20b is determined by the reduced diameter portion 18c of the shaft portion 18a. It is approximately the same as the diameter of the reduced diameter part. Therefore, this movement restricting member 19
As shown in FIG. 4, the bolt is inserted into the reduced diameter portion 18c of the bolt member 18 from above in the radial direction through the open groove 20 and finally fitted into the narrowed portion 20b by press fitting. Fixed. At this time, as shown in FIG.
The gap dimension a between the flat washer 21 fitted into the bolt member 18 and in contact with the head portion 18b and the movement restricting member 19 is set to be larger than the thickness dimension b of the mounting plate 17.
かかるボルト部材18は、第3図に示すように、軸部18a
の基端部即ち平座金21と移動規制部材19との間の部位が
取付プレート17の長孔17aを貫通すると共に、移動規制
部材19がALCパネル12面に当接するまで前記アンカーナ
ット14にねじ込まれて該ALCパネル12に固定され、この
状態で取付プレート17の先端部が通しアングル13に溶接
されている。前記取付プレート17の長孔17aにボルト下
部材18を貫通する状態に取付けるには、まず取付プレー
ト17の長孔17aに予め平座金21を嵌挿させたボルト部材1
8を頭部18aまで差し込んでおき、次に移動規制部材19を
縮径部18cに嵌合させ、この状態でボルト部材18をALCパ
ネル12のアンカーナット14に移動規制部材19がALCパネ
ル12に当接するまでねじ込み、この後取付プレート17の
図示右端部を通しアングル13に溶接するようにすれば良
い。As shown in FIG. 3, the bolt member 18 has a shaft portion 18a.
The base end portion of, i.e., the portion between the flat washer 21 and the movement restricting member 19 penetrates the elongated hole 17a of the mounting plate 17, and is screwed into the anchor nut 14 until the movement restricting member 19 comes into contact with the surface of the ALC panel 12. And is fixed to the ALC panel 12, and in this state, the tip of the mounting plate 17 is welded to the through angle 13. In order to mount the bolt lower member 18 in the long hole 17a of the mounting plate 17 in a state of penetrating the bolt lower member 18, first, the bolt member 1 in which the plain washer 21 is inserted in advance in the long hole 17a of the mounting plate 17 is mounted.
8 is inserted to the head portion 18a, then the movement restricting member 19 is fitted to the reduced diameter portion 18c, and in this state, the bolt member 18 is fixed to the anchor nut 14 of the ALC panel 12 and the movement restricting member 19 is fixed to the ALC panel 12. It suffices to screw in until they come into contact with each other, and thereafter, the right end portion of the mounting plate 17 in the drawing is passed through and welded to the angle 13.
これにより、第3図に示すように、取付プレート17は、
移動規制部材19とボルト部材18の頭部18b(平座金21)
とに両側から挟まれて、ボルト部材18の軸方向への移動
が規制された状態となり、且つ、長孔17aの形成範囲内
でのボルト部材18に対する相対的な横方向移動が許容さ
れた状態に取付けられる。従って、取付プレート17はAL
Cパネル12に対し相対的に横方向移動が許容された状態
で固定されていることになる。また、移動規制部材19と
平座金21との間のギャップ寸法aが、取付プレート17の
厚さ寸法bよりも大となっていることにより、取付プレ
ート17のボルト部材18に対する自由な移動性が確保され
る。As a result, as shown in FIG. 3, the mounting plate 17 is
Head 18b (flat washer 21) of movement restricting member 19 and bolt member 18
A state in which the bolt member 18 is sandwiched from both sides by the axial movement of the bolt member 18 is restricted, and relative lateral movement with respect to the bolt member 18 within the formation range of the elongated hole 17a is permitted. Mounted on. Therefore, the mounting plate 17 is AL
It is fixed in a state in which the lateral movement relative to the C panel 12 is allowed. Further, since the gap dimension a between the movement restricting member 19 and the flat washer 21 is larger than the thickness dimension b of the mounting plate 17, the mounting plate 17 is freely movable with respect to the bolt member 18. Secured.
尚、このようにして各柱11に取付けられたALCパネル12
の自重を受けるために、各柱11にL型鋼製の複数の受け
部材22(第2図参照)が設けられている。また、図示は
しないが各ALCパネル12間の縦横の目地部には防水のた
めに柔軟性を有するシーリング材が充填されている。The ALC panel 12 mounted on each pillar 11 in this way
In order to receive its own weight, each pillar 11 is provided with a plurality of L-shaped steel receiving members 22 (see FIG. 2). Although not shown, the vertical and horizontal joints between the ALC panels 12 are filled with a flexible sealing material for waterproofing.
上記構成において、例えば地震のためにALCパネル12と
柱11とが相対的に横方向(長孔17aが延びる方向)に変
位しても、取付プレート17のボルト部材18に対する自由
な移動性によりALCパネル12は柱11に対して取付プレー
ト17の長孔17aの範囲内でのずれ動きが許容されるの
で、その変位を吸収することができる。In the above configuration, even if the ALC panel 12 and the pillar 11 are relatively displaced in the lateral direction (the direction in which the elongated hole 17a extends) due to an earthquake, for example, the free movement of the mounting plate 17 with respect to the bolt member 18 causes the ALC to move. Since the panel 12 is allowed to shift with respect to the pillar 11 within the range of the long hole 17a of the mounting plate 17, the displacement can be absorbed.
従って、本実施例によれば、取付プレート17がボルト部
材18によって押さえ付けられることもなく、ALCパネル1
2に対する移動許容性が確実に保証されるから、地震等
によってALCパネル12に無理な力が及ぶことを確実に防
止し、もって取付けの耐久性及び信頼性を十分に向上さ
せることができる。Therefore, according to this embodiment, the mounting plate 17 is not pressed by the bolt member 18, and the ALC panel 1
Since the movement allowance with respect to 2 is surely guaranteed, it is possible to surely prevent the ALC panel 12 from being subjected to an unreasonable force due to an earthquake or the like, and thereby to sufficiently improve the durability and reliability of mounting.
尚、上記実施例では、ボルト部材18の縮径部18cをリン
グ溝状に形成したが、第5図に示すように、ボルト部材
23の軸部23aの両側を縦方向に切取った形状に設けても
良い。また、同図に示すように、ボルト部材23の軸部23
aのうち凹部23cから頭部23bまでの間は、ねじが切られ
ていなくても良い。Although the reduced diameter portion 18c of the bolt member 18 is formed in the ring groove shape in the above embodiment, as shown in FIG.
Both sides of the shaft portion 23a of 23 may be provided in a shape that is cut off in the vertical direction. Further, as shown in the figure, the shaft portion 23 of the bolt member 23
From a recess 23c to a head portion 23b of a, the thread may not be threaded.
その他、本考案は上記し且つ図面に示された各実施例に
限定されるものではなく、例えば、移動規制部材を溶接
等によりボルト部材に固着するようにしても良く、また
移動規制部材の形状としては円形等様々な形状が考えら
れる等、要旨を逸脱しない範囲内で様々な変形が可能で
ある。Besides, the present invention is not limited to the embodiments described above and shown in the drawings. For example, the movement restricting member may be fixed to the bolt member by welding or the like, and the shape of the movement restricting member may be fixed. For example, various shapes such as a circular shape are conceivable, and various modifications can be made without departing from the gist.
[考案の効果] 以上の説明にて明らかなように、本考案の壁パネルの取
付構造によれば、壁パネルの移動許容性が確実に保証さ
れて地震等によって壁パネルに無理な力が及ぶことを確
実に防止し、もって取付けの耐久性及び信頼性を十分に
向上させることができるという優れた効果を奏するもの
である。[Effects of the Invention] As is clear from the above description, according to the wall panel mounting structure of the present invention, the wall panel is reliably guaranteed to move, and an unreasonable force is exerted on the wall panel due to an earthquake or the like. This has an excellent effect that it is possible to surely prevent this, and thereby to sufficiently improve the durability and reliability of mounting.
第1図乃至第4図は本考案の一実施例を示し、第1図は
一部を破断して示す要部の拡大斜視図、第2図は建物の
内部からの全体の斜視図、第3図は要部の縦断側面図、
第4図はボルト部材及び移動規制部材の斜視図である。
また、第5図は本考案の他の実施例を示す第4図相当図
であり、第6図は従来例を示す一部破断斜視図である。 図面中、11は柱、12はALCパネル(壁パネル)、13は通
しアングル、14はアンカーナット、17は取付プレート、
17aは長孔、18,23はボルト部材、18a,23aは軸部、18b,2
3bは頭部、18c,23cは縮径部、19は移動規制部材、20は
開放溝を示す。1 to 4 show an embodiment of the present invention, FIG. 1 is an enlarged perspective view of a main part with a part broken away, and FIG. 2 is a perspective view of an entire inside of a building. 3 is a vertical side view of the main part,
FIG. 4 is a perspective view of the bolt member and the movement restricting member.
FIG. 5 is a view corresponding to FIG. 4 showing another embodiment of the present invention, and FIG. 6 is a partially cutaway perspective view showing a conventional example. In the drawing, 11 is a pillar, 12 is an ALC panel (wall panel), 13 is a through angle, 14 is an anchor nut, 17 is a mounting plate,
17a is a long hole, 18 and 23 are bolt members, 18a and 23a are shafts, 18b and 2
3b is a head, 18c and 23c are reduced diameter parts, 19 is a movement restricting member, and 20 is an open groove.
Claims (1)
造において、前記壁パネル(12)に埋込み固定されたア
ンカーナット(14)と、長孔(17a)を有し前記躯体(1
1)に固定される取付プレート(17)と、前記長孔(17
a)を貫通し前記アンカーナット(14)に先端部分が螺
合されるボルト部材(18)と、このボルト部材(18)の
軸部(18a)に形成された縮径部(18c)に径方向から嵌
合される移動規制部材(19)とからなり、該移動規制部
材(19)と前記ボルト部材(18)の頭部(18b)との間
に前記取付プレート(17)の厚さ寸法よりも大なるギャ
ップが形成されている壁パネルの取付構造。1. A structure for attaching a wall panel (12) to a skeleton (11), the anchor nut (14) embedded and fixed in the wall panel (12) and the skeleton (1) having an elongated hole (17a).
Mounting plate (17) fixed to 1) and the long hole (17)
The bolt member (18) which penetrates a) and whose tip portion is screwed into the anchor nut (14) and the reduced diameter portion (18c) formed on the shaft portion (18a) of the bolt member (18) have a diameter. A movement regulating member (19) fitted from the direction, and the thickness dimension of the mounting plate (17) between the movement regulating member (19) and the head portion (18b) of the bolt member (18). A wall panel mounting structure with a larger gap than that.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8432689U JPH0638971Y2 (en) | 1989-07-18 | 1989-07-18 | Wall panel mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP8432689U JPH0638971Y2 (en) | 1989-07-18 | 1989-07-18 | Wall panel mounting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0323518U JPH0323518U (en) | 1991-03-12 |
| JPH0638971Y2 true JPH0638971Y2 (en) | 1994-10-12 |
Family
ID=31632719
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP8432689U Expired - Lifetime JPH0638971Y2 (en) | 1989-07-18 | 1989-07-18 | Wall panel mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0638971Y2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9066804B2 (en) | 1994-09-02 | 2015-06-30 | Puget Bioventures Llc | Method and apparatus for femoral and tibial resection |
| US9192391B2 (en) | 2001-03-05 | 2015-11-24 | Puget Bioventures Llc | Method for minimally invasive total knee arthroplasty |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7183129B2 (en) * | 2019-08-23 | 2022-12-05 | 東急建設株式会社 | Section reduction segment and section reduction system |
| JP7232154B2 (en) * | 2019-08-23 | 2023-03-02 | 東急建設株式会社 | Cross section expansion segment and cross section expansion system |
-
1989
- 1989-07-18 JP JP8432689U patent/JPH0638971Y2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9066804B2 (en) | 1994-09-02 | 2015-06-30 | Puget Bioventures Llc | Method and apparatus for femoral and tibial resection |
| US9192391B2 (en) | 2001-03-05 | 2015-11-24 | Puget Bioventures Llc | Method for minimally invasive total knee arthroplasty |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0323518U (en) | 1991-03-12 |
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