JPH04107332U - Handrail Kasagi post attachment device - Google Patents
Handrail Kasagi post attachment deviceInfo
- Publication number
- JPH04107332U JPH04107332U JP1711191U JP1711191U JPH04107332U JP H04107332 U JPH04107332 U JP H04107332U JP 1711191 U JP1711191 U JP 1711191U JP 1711191 U JP1711191 U JP 1711191U JP H04107332 U JPH04107332 U JP H04107332U
- Authority
- JP
- Japan
- Prior art keywords
- opening
- support rod
- kasagi
- support
- fixed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000002093 peripheral effect Effects 0.000 claims abstract description 22
- 238000003466 welding Methods 0.000 claims abstract description 21
- 230000000630 rising effect Effects 0.000 claims abstract description 15
- 239000002184 metal Substances 0.000 abstract description 3
- 229910052751 metal Inorganic materials 0.000 abstract description 3
- 238000003780 insertion Methods 0.000 description 11
- 230000037431 insertion Effects 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 239000010953 base metal Substances 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 210000002784 stomach Anatomy 0.000 description 1
Abstract
(57)【要約】
【目的】 堰壁に固定されるアンカー金物の上板部と支
柱取付用支持杆の下端部との溶接による接合を適正且つ
良好に行わせることができて、その接合部分に十分な強
度を確保することができるようにすると共に、支持杆の
取付けが容易な笠木支柱取付装置を提供することを目的
とする。
【構成】 アンカー金物９の上板部７に支持杆嵌挿用開
口部１３を形成すると共に、該開口部の周縁に沿って上
向きに傾斜する立上り周壁部１４を形成し、前記開口部
に支持杆１０の下端部を嵌挿して、その下端部外周面と
立上り周壁部１４の内周面との間に形成される断面略三
角形の環状空間部１６を溶接開先として溶接することに
より、支持杆１０の下端部を前記開口部内に固着し、堰
壁１にアンカー金物９を固着し、支持杆１０に中空状の
笠木支柱２を外嵌固定してなる。
(57) [Summary] [Purpose] The upper plate of the anchor metal fittings fixed to the weir wall and the lower end of the support rod for attaching the pillar can be properly and well joined by welding, and the joint part It is an object of the present invention to provide a Kasagi support mounting device that can ensure sufficient strength for the purpose of the present invention and also allows easy attachment of support rods. [Structure] An opening 13 for inserting a support rod is formed in the upper plate part 7 of the anchor hardware 9, and a rising peripheral wall part 14 that slopes upward is formed along the periphery of the opening. Support is achieved by inserting the lower end of the rod 10 and welding the annular space 16 with a substantially triangular cross section formed between the outer circumferential surface of the lower end and the inner circumferential surface of the rising peripheral wall 14 as a welding groove. The lower end of the rod 10 is fixed in the opening, the anchor hardware 9 is fixed to the weir wall 1, and the hollow Kasagi support 2 is externally fitted and fixed to the support rod 10.
Description
【０００１】0001
本考案は、鉄筋コンクリート構造物や鉄骨構造物の屋上やベランダ等の周縁あ るいは外側縁に沿って起立して設けられる堰壁に立設される手摺りの笠木支柱取 付装置に関し、特に本考案は、前記堰壁に固定されるアンカー金物上に支柱取付 用の支持杆を垂直に固着し、この支持杆に中空状の笠木支柱を支持するようにし た笠木支柱取付装置に関する。 This invention is suitable for use around the rooftops, balconies, etc. of reinforced concrete structures and steel frame structures. Rui is the Kasagi post for the handrail that stands upright along the outer edge of the weir wall. Regarding the attachment device, the present invention particularly provides a method for attaching a support to the anchor hardware fixed to the weir wall. A supporting rod is fixed vertically, and a hollow Kasagi post is supported on this supporting rod. Regarding the Takasagi post mounting device.
【０００２】0002
従来この種の笠木支柱取付装置では、アンカー金物上に支柱取付用の支持杆を 固着するのに、アンカー金物の上板部上面に支持杆を垂直に載置した状態で該支 持杆の下端周縁に沿ってアンカー金物上面との間で隅肉溶接を行い、それによっ て支持杆の下端をアンカー金物上に固着していた。 Conventionally, with this type of Kasagi post mounting device, a support rod for mounting the post was placed on the anchor hardware. To secure the anchor, place the support rod vertically on the upper surface of the upper plate of the anchor hardware. Perform fillet welding along the lower edge of the retaining rod to the top surface of the anchor hardware. The lower end of the support rod was fixed onto the anchor hardware.
【０００３】0003
この種の笠木支柱取付装置においては、手摺りの荷重の大部分が支柱を通じて 支持杆にかかるため、この支持杆の下端部とアンカー金物との接合部分に相当大 きな圧縮応力や曲げモーメントが作用することになる。したがって、その接合部 分にはそれ相応の強度を確保しておかなければならず、そのためには支持杆下端 部とアンカー金物との間に十分肉盛して溶接する必要がある。 In this type of Kasagi post attachment device, most of the load of the handrail is passed through the post. Because it hangs over the support rod, there is a considerable amount of damage at the joint between the lower end of the support rod and the anchor hardware. A large compressive stress and bending moment will be applied. Therefore, that junction The lower end of the support rod must be secured to maintain appropriate strength. It is necessary to weld with sufficient overlay between the part and the anchor hardware.
【０００４】 ところが、従来のように支持杆の下端部外周面とアンカー金物の上板部上面と の間で単に隅肉溶接する場合には、溶接開先を設けることが困難または不可能で あることから、時間をかけて十分に肉盛して溶接しようとすれば、母材の溶け込 み過剰によって特に上板部側に穿孔や割れ等を生じたり、溶接歪みが大きくなっ て支持杆の垂直度に大幅な狂いが生じるといった問題がある。0004 However, as in the past, the outer peripheral surface of the lower end of the support rod and the upper surface of the upper plate of the anchor hardware When simply fillet welding between For this reason, if you take the time to build up the material sufficiently and weld, the base metal will melt. Excessive polishing may cause perforations or cracks, especially on the upper plate side, or increase welding distortion. However, there is a problem in that the verticality of the support rod is significantly distorted.
【０００５】 本考案はこのような問題点に鑑み、アンカー金物の上板部と支持杆下端部との 溶接による接合を適正且つ良好に行わせることができて、その接合部分に十分な 強度を確保することができるようにすると共に、支持杆の取付けが容易な取付装 置を提供することを目的とする。[0005] In view of these problems, the present invention is designed to connect the upper plate of the anchor hardware and the lower end of the support rod. Welding can be performed properly and well, and the joint area has sufficient Mounting equipment that not only ensures strength but also makes it easy to install support rods The purpose is to provide a
【０００６】[0006]
本考案による笠木支柱取付装置は、アンカー金物の上板部に支持杆嵌挿用の開 口部を形成すると共に、該開口部の周縁に沿って上向きに傾斜する立上り周壁部 を形成し、前記開口部に支柱取付用の支持杆の下端部を嵌挿して、該支持杆の下 端部外周面と前記立上り周壁部の内周面との間に形成される断面略三角形の環状 空間部を溶接開先として溶接することにより、支持杆の下端部を前記開口部内に 固着し、しかしてベランダ等の堰壁に前記アンカー金物を固着し、前記支持杆に 中空状の笠木支柱を外嵌固定してなることを特徴とする。 The Kasagi post mounting device according to the present invention has an opening for inserting a support rod into the upper plate of the anchor hardware. a rising peripheral wall that forms an opening and slopes upward along the periphery of the opening; , and insert the lower end of the support rod for attaching the support column into the opening, and then an annular shape having a substantially triangular cross section formed between the outer circumferential surface of the end portion and the inner circumferential surface of the rising peripheral wall portion; By welding the space as a weld groove, the lower end of the support rod can be inserted into the opening. Fix the anchor hardware to the weir wall of a balcony etc., and then attach it to the support rod. It is characterized by being formed by fitting and fixing a hollow Kasagi support post.
【０００７】[0007]
実施例について図面を参照して説明すると、図１は手摺りの外観斜視図を示し 、図２は笠木支柱取付装置の拡大縦断面図を示している。これらの図において１ は、鉄筋コンクリート構造物や鉄骨構造物の屋上やベランダ等の周縁あるいは外 側縁に沿って起立して設けられた堰壁で、この堰壁１上に中空円筒状の笠木支柱 ２が所定間隔おきに立設され、各笠木支柱２の上端にわたって手摺り笠木３が架 け渡され、各支柱２の下部間には横桟４が橋架され、また手摺り笠木３と横桟４ の間には縦桟５が所定間隔おきに配設されている。６は堰壁部笠木で、笠木支柱 ２を挿通した状態で堰壁１の頂部に冠着されている。 An example will be described with reference to the drawings. FIG. 1 shows an external perspective view of a handrail. , FIG. 2 shows an enlarged longitudinal cross-sectional view of the Kasagi post attachment device. In these figures 1 around or outside the roof or balcony of a reinforced concrete or steel structure. A weir wall that stands up along the side edge, and a hollow cylindrical Kasagi support is installed on this weir wall 1. 2 are erected at predetermined intervals, and a handrail kasagi 3 is placed over the upper end of each kasagi support 2. A horizontal beam 4 is bridged between the lower parts of each support column 2, and a handrail cap 3 and a horizontal beam 4 are bridged. Vertical bars 5 are arranged at predetermined intervals between them. 6 is the weir wall Kasagi, and the Kasagi support 2 is inserted and mounted on the top of the weir wall 1.
【０００８】 笠木支柱取付装置は、上板部７と両側板部８，８とで鞍形に形成されるアンカ ー金物９の上板部７上に、断面細長矩形状の鋼製板状体よりなる支柱取付用の支 持杆１０を垂直姿勢に固着しておいて、この鞍形アンカー金物９を堰壁１の頂部 に跨嵌して通しボルト１１で固定させ、しかして上板部７上の支持杆１０に中空 状の笠木支柱２の下端部を外嵌固定するようにしたものである。尚、アンカー金 物９にはこれと同様な鞍形の堰壁部笠木支持用補助金物１２が取付けられ、この 補助金物１２を介して堰壁部笠木６が取付けられる。[0008] The Kasagi post attachment device is an anchor formed in a saddle shape by an upper plate part 7 and both side plate parts 8, 8. - On the upper plate part 7 of the hardware 9, there is a support for mounting a column made of a steel plate with an elongated rectangular cross section. The retaining rod 10 is fixed in a vertical position, and the saddle-shaped anchor hardware 9 is attached to the top of the weir wall 1. and fix it with a through bolt 11, and then the hollow support rod 10 on the upper plate part 7 The lower end of a shaped Kasagi support 2 is fitted onto the outside and fixed. Furthermore, anchor gold A similar saddle-shaped auxiliary fitting 12 for supporting the weir wall caps is attached to the item 9. The weir wall cap 6 is attached via the auxiliary hardware 12.
【０００９】 上記笠木支柱取付装置の構造について、図２〜図４により更に詳細に説明すれ ば、アンカー金物９は、それぞれ鋼板によって分割形成された平板状の上板部７ と断面Ｌ字形の両側板部８，８とからなり、上板部７にはその中央部に、平面視 細長矩形状を成す支持杆嵌挿用の開口部１３が形成されていると共に、この開口 部１３の周縁に沿って上向きに傾斜する立上り周壁部１４が形成されている。こ の開口部１３及び立上り周壁部１４は、プレス成形におけるフランジ成形加工の 一種である所謂バーリング加工によって容易に形成できるものである。開口部１ ３は前記支持杆１０の断面形状に対応する形状を有している。また、この上板部 ７の両側縁部にはボルト挿通孔１５が所定のピッチで設けてある。[0009] The structure of the above Kasagi post attachment device will be explained in more detail with reference to Figures 2 to 4. For example, each anchor hardware 9 has a flat upper plate portion 7 formed by dividing a steel plate. and both side plate parts 8, 8 having an L-shaped cross section, and the upper plate part 7 has a An opening 13 having an elongated rectangular shape for inserting a support rod is formed, and this opening A rising peripheral wall portion 14 that slopes upward is formed along the periphery of the portion 13. child The opening part 13 and the rising peripheral wall part 14 are formed by the flange forming process in press forming. It can be easily formed by a type of so-called burring process. Opening 1 3 has a shape corresponding to the cross-sectional shape of the support rod 10. Also, this upper plate part Bolt insertion holes 15 are provided at a predetermined pitch on both side edges of 7.
【００１０】 しかして、上記上板部７に支柱取付用の支持杆１０を固着するにあたっては、 図３及び図４に示すように、上記開口部１３内に支持杆１０の下端部を嵌挿して 、この支持杆１０の下端部外周面と上板部７の立上り周壁部１４内周面との間に 形成される断面略三角形の環状空間部１６を溶接開先として上板部７と支持杆１ ０とを隅肉溶接する（その溶接部を図２にＷで示す）。これによれば、母材たる 上板部７の立上り周壁部１４及び支持杆１０の下端部への溶け込みが少なからず 多からず適度な状態となるため、接合部分に十分な強度が得られると共に、上板 部７に溶接欠陥や反り変形を生ぜず、また支持杆１０の垂直度が狂うこともない 。特にこの場合、溶接開先をいちいち形成する必要がないため、溶接準備作業が 非常に簡単となる。0010 Therefore, when fixing the support rod 10 for attaching the column to the upper plate part 7, As shown in FIGS. 3 and 4, the lower end of the support rod 10 is inserted into the opening 13. , between the outer circumferential surface of the lower end of this support rod 10 and the inner circumferential surface of the rising circumferential wall portion 14 of the upper plate portion 7. The upper plate portion 7 and the support rod 1 are connected by using the formed annular space 16 having a substantially triangular cross section as a welding groove. 0 (the welded portion is indicated by W in FIG. 2). According to this, the base material There is considerable melting of the upper plate portion 7 into the rising peripheral wall portion 14 and the lower end portion of the support rod 10. Since the condition is moderate and not excessive, sufficient strength can be obtained at the joint, and the upper plate There is no welding defect or warp deformation in the part 7, and the verticality of the support rod 10 does not go out of order. . Especially in this case, there is no need to form welding grooves one by one, so welding preparation work is easy. It becomes very easy.
【００１１】 アンカー金物９の各側板部８は、水平壁部８ａと垂壁部８ｂとからなるもので 、水平壁部８ａには上板部７のボルト挿通孔１５と対応する位置にボルト挿通用 の長孔１７が設けられ、また垂壁部８ｂにはその中央部に切り起こし部片１８が 設けられ、この切り起こし部片１８とその両側にそれぞれ長孔１９，２０が設け てある。[0011] Each side plate portion 8 of the anchor hardware 9 consists of a horizontal wall portion 8a and a hanging wall portion 8b. , the horizontal wall portion 8a has a bolt insertion hole at a position corresponding to the bolt insertion hole 15 of the upper plate portion 7. A long hole 17 is provided in the hanging wall portion 8b, and a cut-and-raised piece 18 is provided in the center of the hanging wall portion 8b. Elongated holes 19 and 20 are provided on both sides of this cut-and-raised piece 18, respectively. There is.
【００１２】 したがって、上述したような笠木支柱取付装置により笠木支柱２を取付けるに は、先ず支持杆１０を固着したアンカー金物９の上板部７を堰壁１上の所定位置 に配し、この上板部７の各側端部上に各側板部８の水平壁部８ａを重ね合わせて 、ボルト２１を上板部７のボルト挿通孔１５より水平壁部８ａの長孔１７に通し 入れ、各側板部８の垂壁部８ｂが堰壁１の側壁面に当接した状態でこの側板部８ を上板部７に対し適宜スライド調整した後、ナット２２を締め付けて上板部７と 各側板部８と一体的に連結する。それから、堰壁１を貫通する通しボルト１１を 各側板部８の垂壁部８ｂの長孔２０に通してナット２３を締め付けることにより 、各側板部８を堰壁１の側壁面に固着し、かくしてアンカー金物９を堰壁１の頂 部に跨嵌した状態で固定する。この場合、アンカー金物９は堰壁１の厚み幅に応 じて両側板部８，８間の間隔を調整できるから、スペーサ等の間隔調整部材を必 要とせず、堰壁１に対し的確に固定できる。0012 Therefore, when installing Kasagi support 2 using the Kasagi support installation device as described above, First, the upper plate part 7 of the anchor hardware 9 to which the support rod 10 is fixed is placed at a predetermined position on the weir wall 1. , and the horizontal wall portions 8a of each side plate portion 8 are superimposed on each side end portion of this upper plate portion 7. , pass the bolt 21 through the bolt insertion hole 15 of the upper plate part 7 and into the long hole 17 of the horizontal wall part 8a. With the hanging wall portion 8b of each side plate portion 8 in contact with the side wall surface of the weir wall 1, this side plate portion 8 After adjusting the slide as appropriate with respect to the upper plate part 7, tighten the nut 22 and connect it to the upper plate part 7. It is integrally connected to each side plate portion 8. Then, insert the through bolt 11 that passes through the weir wall 1. By passing the nuts 23 through the long holes 20 of the hanging wall portions 8b of each side plate portion 8 and tightening them. , each side plate part 8 is fixed to the side wall surface of the weir wall 1, and thus the anchor hardware 9 is fixed to the top of the weir wall 1. Fix it in the state where it straddles the section. In this case, the anchor hardware 9 should be adjusted according to the thickness and width of the weir wall 1. Since the distance between the side plate portions 8, 8 can be adjusted by It can be accurately fixed to the weir wall 1 without the need.
【００１３】 次いで、上記アンカー金物９の上方に堰壁部笠木支持用の補助金物１２を配し て、この補助金物１２の下端部に設けられた接続部片１２ａをアンカー金物９の 各側板部８の切り起こし部片１８上に重ね合わせ、ビス２４を切り起こし部片１ ８の長孔１９より接続部片１２ａのビス孔にねじ込んで締め付け、それにより補 助金物１２をアンカー金物９に固定させる。尚、このとき、アンカー金物９に固 着してある支持杆１０は、図２に示すように補助金物１２に設けられた支柱挿通 穴２５に挿通させる。[0013] Next, an auxiliary hardware 12 for supporting the weir wall caps is placed above the anchor hardware 9. Then, connect the connecting piece 12a provided at the lower end of the auxiliary hardware 12 to the anchor hardware 9. Overlap the cut and raised pieces 18 of each side plate part 8, and insert the screws 24 into the cut and raised pieces 1. 8 through the long hole 19 of the connecting piece 12a and tighten it. A supporting metal fitting 12 is fixed to an anchor metal fitting 9. At this time, it should be fixed to the anchor hardware 9. The attached support rod 10 is inserted through the support rod 12 provided on the auxiliary hardware 12, as shown in FIG. Insert into hole 25.
【００１４】 それから、上記堰壁部笠木６を補助金物１２に支持させた状態で堰壁１の頂部 に被嵌する。この堰壁部笠木６には笠木支柱２の立設位置に支柱挿通穴２６が設 けてあって、この支柱挿通穴２６を補助金物１２の支柱挿通穴２５に合致させた 状態で堰壁部笠木６を配置する。このようにして堰壁部笠木６を堰壁１に被嵌し た後、補助金物１２及び堰壁部笠木６のそれぞれの支柱挿通穴２５，２６から上 方に突出している支持杆１０に笠木支柱２を外嵌し、この支持杆１０の下端面は 図２に示すように、アンカー金物９側の立上り周壁部１４上端面に当接させた状 態とする。そしてこの場合、図示は省略するが笠木支柱２の下端部と支持杆１０ とをビス止めして結合する。また、堰壁部笠木６の支柱挿通穴２６とこれに挿通 された笠木支柱２外周面との環状間隙部に沿って肉盛溶接２７を施す。[0014] Then, with the weir wall cap 6 supported by the auxiliary hardware 12, the top of the weir wall 1 is be fitted into. A post insertion hole 26 is provided in the weir wall Kasagi 6 at the position where the Kasagi post 2 is installed. This column insertion hole 26 was aligned with the column insertion hole 25 of the auxiliary fitting 12. The weir wall caps 6 are arranged in this state. In this way, the weir wall cap 6 is fitted onto the weir wall 1. After that, from the respective support insertion holes 25 and 26 of the auxiliary hardware 12 and the weir wall caps 6, The Kasagi support 2 is fitted onto the support rod 10 that protrudes in the direction, and the lower end surface of the support rod 10 is As shown in FIG. state. In this case, although not shown, the lower end of the Kasagi support 2 and the support rod 10 Connect with screws. In addition, it is inserted into the support insertion hole 26 of the weir wall Kasagi 6. Overlay welding 27 is performed along the annular gap with the outer peripheral surface of the Kasagi support 2.
【００１５】 以上説明した実施例の笠木支柱取付装置では、アンカー金物９の上板部７に設 けられる支持杆挿通用開口部１３及び立上り周壁部１４が平面視矩形状となって おり、したがってこれに挿通される支持杆１０もその開口部１３に対応する断面 矩形状の板状体となっているが、図５に示されるアンカー金物９のように、平面 視円形状の支持杆挿通用開口部２８及び立上り周壁部２９としてもよく、したが ってまた支持杆３０はそれに対応する円筒形状のものとなる。[0015] In the Kasagi post attachment device of the embodiment described above, the The supporting rod insertion opening 13 and the rising peripheral wall 14 have a rectangular shape in plan view. Therefore, the support rod 10 inserted therein also has a cross section corresponding to the opening 13. It is a rectangular plate-like body, but like the anchor hardware 9 shown in FIG. The supporting rod insertion opening 28 and the rising peripheral wall portion 29 may be circular in shape, however, Therefore, the support rod 30 has a correspondingly cylindrical shape.
【００１６】 また、図５に示される笠木支柱取付装置においては、アンカー金物９を構成す る両側板部８，８のうち片方の側板部８が上板部７と一体形成され、もう一方の 側板部８のみが、上板部７に対し分割形成されている。他の構成は図３に示され るアンカー金物９の構成と同様である。[0016] In addition, in the Kasagi post attachment device shown in FIG. Of the both side plate parts 8, 8, one side plate part 8 is integrally formed with the upper plate part 7, and the other side plate part 8 is integrally formed with the upper plate part 7. Only the side plate part 8 is formed separately from the upper plate part 7. Other configurations are shown in Figure 3. The structure is similar to that of the anchor hardware 9 shown in FIG.
【００１７】 また図６は、上板部３１のみからなるアンカー金物９を例示したもので、この 場合には堰壁１の頂面上にそのままアンカー金物９を載置して、例えばアンカー ボルト３２により堰壁１に固定すればよい。他の構成については、前述した実施 例のものと同様である。[0017] Further, FIG. 6 shows an example of the anchor hardware 9 consisting of only the upper plate portion 31. In some cases, the anchor hardware 9 is placed directly on the top surface of the weir wall 1, and the anchor It may be fixed to the weir wall 1 with bolts 32. For other configurations, follow the implementation steps described above. It is similar to the example.
【００１８】[0018]
本考案の笠木支柱取付装置によれば、アンカー金物に支柱取付用の支持杆を固 着するにあたり、アンカー金物を構成する上板部に支持杆嵌挿用の開口部を形成 すると共に、該開口部の周縁に沿って上向きに傾斜する立上り周壁部を形成し、 前記開口部に支持杆の下端部を嵌挿して、該支持杆の下端部外周面と前記立上り 周壁部の内周面との間に形成される断面略三角形の環状空間部を溶接開先として 溶接することにより、支持杆の下端部を前記開口部内に固着していることから、 被溶接部たる上板部の立上り周壁部及び支持杆の下端部への溶け込みが少なから ず多からず適度な状態となり、そのため接合部分に十分な強度を確保できると共 に、上板部に溶接欠陥や反り変形を生ぜず、また支持杆の垂直度が狂うこともな い。特にこの場合、溶接開先をいちいち形成する必要がないため、溶接準備作業 が簡単となる。 According to the Kasagi post attachment device of the present invention, the support rod for attaching the post is fixed to the anchor hardware. When installing, an opening for inserting the support rod is formed in the upper plate part of the anchor hardware. and forming a rising peripheral wall portion that slopes upward along the periphery of the opening, The lower end of the support rod is inserted into the opening, and the outer peripheral surface of the lower end of the support rod and the riser are connected to each other. The annular space with a roughly triangular cross section formed between the inner peripheral surface of the peripheral wall and the inner peripheral surface is used as the welding groove. Since the lower end of the support rod is fixed within the opening by welding, There is little penetration of the upper plate part, which is the part to be welded, into the rising peripheral wall part and the lower end of the support rod. Therefore, sufficient strength can be ensured at the joint. In addition, there will be no welding defects or warping deformation in the upper plate, and the verticality of the support rod will not be disturbed. stomach. Especially in this case, there is no need to form welding grooves one by one, so welding preparation work becomes easy.
【００１９】 また、本考案の笠木支柱取付装置によると、笠木支柱の取付けにあたっては、 堰壁に固着させたアンカー金物上の支持杆に笠木支柱を外嵌させるだけでよいか ら、取付け作業が非常に簡単となる。[0019] Furthermore, according to the Kasagi post mounting device of the present invention, when installing the Kasagi post, Is it sufficient to simply fit the Kasagi support rod onto the support rod on the anchor hardware fixed to the weir wall? This makes the installation work very easy.
【図１】 本考案の実施例による手摺りの一部断面斜視
図である。FIG. 1 is a partially sectional perspective view of a handrail according to an embodiment of the present invention.
【図２】 同上の手摺りの拡大縦断面図である。FIG. 2 is an enlarged vertical cross-sectional view of the handrail same as above.
【図３】 アンカー金物とこれに固着される支持杆の分
解斜視図である。FIG. 3 is an exploded perspective view of an anchor hardware and a support rod fixed thereto.
【図４】 同上のアンカー金物における上板部の縦断面
図である。FIG. 4 is a longitudinal cross-sectional view of the upper plate portion of the anchor hardware same as above.
【図５】 他の実施例によるアンカー金物とこれに固着
される支持杆の分解斜視図である。FIG. 5 is an exploded perspective view of an anchor hardware and a support rod fixed thereto according to another embodiment.
【図６】 更に他の実施例による笠木支柱取付装置の縦
断面図である。FIG. 6 is a longitudinal cross-sectional view of a Kasagi post attachment device according to still another embodiment.
１…堰壁 ２…笠木支柱 ３…手摺り笠木 ６…堰壁部笠木 ７…上板部 ８…側板部 ９…アンカー金物 １０…支持杆 １３…支持杆嵌挿用の開口部 １４…立上り周壁部 １６…断面略三角形の環状空間部（溶接開先） 1...Weir wall 2...Kasagi support 3… Handrail Kasagi 6...Weir wall Kasagi 7...Top plate part 8...Side plate part 9...Anchor hardware 10...Support rod 13...Opening for inserting the support rod 14...Rising peripheral wall part 16...Annular space with approximately triangular cross section (welding groove)
Claims (3)
の前記上板部に支持杆嵌挿用の開口部を形成すると共
に、該開口部の周縁に沿って上向きに傾斜する立上り周
壁部を形成し、前記開口部に支柱取付用の支持杆の下端
部を嵌挿して、該支持杆の下端部外周面と前記立上り周
壁部の内周面との間に形成される断面略三角形の環状空
間部を溶接開先として溶接することにより、支持杆の下
端部を前記開口部内に固着し、しかしてベランダ等の堰
壁に前記アンカー金物を固着し、前記支持杆に中空状の
笠木支柱を外嵌固定してなることを特徴とする手摺りの
笠木支柱取付装置。1. An opening for inserting a support rod is formed in the upper plate portion of the anchor hardware, which comprises at least an upper plate portion, and a rising peripheral wall portion that slopes upwardly along the periphery of the opening portion. , a lower end of a support rod for attaching a column is inserted into the opening, and an annular space having a substantially triangular cross section is formed between the outer peripheral surface of the lower end of the support rod and the inner peripheral surface of the rising peripheral wall. By welding as a welding groove, the lower end of the support rod is fixed in the opening, the anchor hardware is fixed to the weir wall of a balcony, etc., and a hollow Kasagi support is externally fitted to the support rod. A handrail Kasagi post attachment device characterized by being fixed.
り、これに嵌挿固着される支柱取付用の支持杆は前記開
口部の形状に対応する断面矩形状を成している請求項１
の手摺りの笠木支柱取付装置。2. The opening has a rectangular shape in plan view, and the supporting rod for attaching the column that is fitted and fixed therein has a rectangular cross section corresponding to the shape of the opening. Item 1
Handrail Kasagi post attachment device.
り、これに嵌挿固着される支柱取付用の支持杆は前記開
口部の形状に対応する断面円形状を成している請求項１
の手摺りの笠木支柱取付装置。3. The opening has a circular shape in plan view, and the support rod for attaching the column that is fitted and secured to the opening has a circular cross section corresponding to the shape of the opening. Item 1
Handrail Kasagi post attachment device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1711191U JPH0643335Y2 (en) | 1991-02-27 | 1991-02-27 | Handrail railing support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1711191U JPH0643335Y2 (en) | 1991-02-27 | 1991-02-27 | Handrail railing support device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04107332U true JPH04107332U (en) | 1992-09-16 |
| JPH0643335Y2 JPH0643335Y2 (en) | 1994-11-09 |
Family
ID=31903937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1711191U Expired - Lifetime JPH0643335Y2 (en) | 1991-02-27 | 1991-02-27 | Handrail railing support device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0643335Y2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0893168A (en) * | 1994-09-21 | 1996-04-09 | Sanyo Kogyo Kk | Mounting method for balustraded coping and mounting construction |
| JP2015059404A (en) * | 2013-09-20 | 2015-03-30 | 積水化学工業株式会社 | Handrail surface material attaching structure for balcony and unit building |
| JP2017115306A (en) * | 2015-12-21 | 2017-06-29 | 株式会社郷葉 | Manufacturing method of handrail and handrail |
-
1991
- 1991-02-27 JP JP1711191U patent/JPH0643335Y2/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0893168A (en) * | 1994-09-21 | 1996-04-09 | Sanyo Kogyo Kk | Mounting method for balustraded coping and mounting construction |
| JP2015059404A (en) * | 2013-09-20 | 2015-03-30 | 積水化学工業株式会社 | Handrail surface material attaching structure for balcony and unit building |
| JP2017115306A (en) * | 2015-12-21 | 2017-06-29 | 株式会社郷葉 | Manufacturing method of handrail and handrail |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0643335Y2 (en) | 1994-11-09 |
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| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
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