JP2007327286A - Fence and its construction method - Google Patents

Fence and its construction method Download PDF

Info

Publication number
JP2007327286A
JP2007327286A JP2006160618A JP2006160618A JP2007327286A JP 2007327286 A JP2007327286 A JP 2007327286A JP 2006160618 A JP2006160618 A JP 2006160618A JP 2006160618 A JP2006160618 A JP 2006160618A JP 2007327286 A JP2007327286 A JP 2007327286A
Authority
JP
Japan
Prior art keywords
support
fence
frame
columns
panel unit
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
JP2006160618A
Other languages
Japanese (ja)
Other versions
JP2007327286A5 (en
JP4900673B2 (en
Inventor
Kazuyuki Nagamitsu
和之 長光
Toshio Ariyoshi
敏夫 有吉
Toru Hayashi
徹 林
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.)
Fujisash Co Ltd
Haseko Corp
Original Assignee
Fujisash Co Ltd
Haseko Corp
Hasegawa Komuten 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 Fujisash Co Ltd, Haseko Corp, Hasegawa Komuten Co Ltd filed Critical Fujisash Co Ltd
Priority to JP2006160618A priority Critical patent/JP4900673B2/en
Publication of JP2007327286A publication Critical patent/JP2007327286A/en
Publication of JP2007327286A5 publication Critical patent/JP2007327286A5/ja
Application granted granted Critical
Publication of JP4900673B2 publication Critical patent/JP4900673B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Steps, Ramps, And Handrails (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a fence and its construction method allowing the installation of each member for constituting the fence 1c excluding a panel unit 22 when a scaffolding exists and allowing the erection of the panel unit 22 after removing the scaffolding. <P>SOLUTION: A lower frame 20 supporting the lower side of the panel unit 22 is supported to the surface side of each post 19 liftably through a support bracket 25 and fixably in the vertical position in the tightened state of mounting screws 28, 28. Each panel unit 22 is held between both upper and lower frames 21, 20 by holding each upper edge part in an upper holding groove part 38 of the upper frame 21 and holding a lower edge part in a lower holding groove part 33 of the lower frame 20. Each member for constituting the fence 1c is installed in the installed state of the scaffolding, and the panel unit 22 is erected after lowering the lower frame 20 into an appropriate position after the removal of the scaffolding. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、高層マンション等の高層建築物のベランダ等の柵として利用するフェンス及びその構築方法の改良に関し、建設作業員の安全性確保を図れる構造及びその構築方法を実現するものである。   The present invention relates to an improvement in a fence used as a fence for a veranda of a high-rise building such as a high-rise apartment and a construction method thereof, and realizes a structure capable of ensuring the safety of a construction worker and the construction method.

図10〜15は、高層マンション等の高層建築物のベランダ等の柵として利用できるフェンスの2例を示している。これらのフェンス1、1aは、鉄筋コンクリート等により造った、比較的低い腰塀或いは土手部の如き基部2の上面に構築している。上記フェンス1、1aを構築する為に、この基部2の上面に複数本の支柱3、3aを、水平方向に互いに間隔をあけてそれぞれ上下方向に固定し、これら複数本の支柱3、3aの上端部に、手摺4を掛け渡している。   10 to 15 show two examples of fences that can be used as fences for verandas of high-rise buildings such as high-rise apartments. These fences 1 and 1a are constructed on the upper surface of the base 2 such as a relatively low waist or bank made of reinforced concrete. In order to construct the fences 1, 1 a, a plurality of support columns 3, 3 a are fixed on the upper surface of the base 2 in the vertical direction at intervals in the horizontal direction, and the plurality of support columns 3, 3 a A handrail 4 is stretched over the upper end.

図10〜12に示した第1例の構造の場合には、上記各支柱3、3の中間部下端寄り部分同士の間に掛け渡した下枠5、5の上面と上記手摺4の下面との間に、複数本の竪材6、6を掛け渡している。これに対して、図13〜15に示した第2例の構造の場合には、上枠7の下面と下枠5aの上面との間にそれぞれ複数本ずつの竪材6、6を掛け渡して成る複数枚のパネルユニット8、8の両端部を、それぞれブラケット9、9により、上記各支柱3a、3aに支持固定している。   In the case of the structure of the first example shown in FIGS. 10 to 12, the upper surface of the lower frames 5, 5 and the lower surface of the handrail 4 spanned between the portions near the lower end of the middle part of each of the columns 3, 3 A plurality of ribs 6 and 6 are stretched between them. On the other hand, in the case of the structure of the second example shown in FIGS. 13 to 15, a plurality of ribs 6, 6 are spanned between the lower surface of the upper frame 7 and the upper surface of the lower frame 5 a. Both end portions of the plurality of panel units 8 and 8 are supported and fixed to the support columns 3a and 3a by brackets 9 and 9, respectively.

何れの構造の場合も、上記フェンス1、1aの意匠は、図10、13から明らかな通り、上記各支柱3、3aの存在に大きく影響される。一方、これら各支柱3、3aの間隔(ピッチ)は、上記フェンス1、1aに必要且つ十分な強度を確保できる範囲で、できる限り広くする事が一般的である。従って、上記従来構造の場合には、上記各支柱3、3aの存在に基づき、上記フェンス1、1aの意匠が制限される。   In any structure, the design of the fences 1 and 1a is greatly influenced by the presence of the support columns 3 and 3a, as is apparent from FIGS. On the other hand, the interval (pitch) between the columns 3 and 3a is generally made as wide as possible within a range in which the fences 1 and 1a can ensure sufficient and necessary strength. Therefore, in the case of the conventional structure, the design of the fences 1 and 1a is limited based on the presence of the support columns 3 and 3a.

これに対して、特許文献1には、図16〜17に示す様な構造のフェンス1bが記載されている。この従来構造の第3例のフェンス1bは、各支柱3、3の中間部で基部2の上面から少し上方位置部分に1本の下枠10を、これら各支柱3、3同士の間に掛け渡す様に固定している。又、上記各支柱3、3の上端部同士の間に、1本の上枠11を、これら各支柱3、3同士の間に掛け渡す様に、且つ、上記下枠10と平行に固定している。そして、この下枠10により複数枚のパネルユニット12、12の下端縁部を、上記上枠11によりこれら各パネルユニット12、12の上端縁部を、それぞれ抱持している。   On the other hand, Patent Document 1 describes a fence 1b having a structure as shown in FIGS. In the fence 1b of the third example of the conventional structure, a single lower frame 10 is hung between the support columns 3 and 3 between the support columns 3 and 3 in the middle of the support columns 3 and 3 at a position slightly above the upper surface of the base 2. It is fixed to pass. In addition, one upper frame 11 is fixed between the upper ends of the columns 3 and 3 so as to span between the columns 3 and 3 and in parallel with the lower frame 10. ing. The lower frame 10 holds the lower edge portions of the plurality of panel units 12 and 12, and the upper frame 11 holds the upper edge portions of the panel units 12 and 12.

この様な特許文献1に記載された構造の場合には、図10、13と図16とを比較すれば明らかな通り、フェンス1bを外から(支柱3、3を設置した側と反対側から)見た場合に、支柱3、3が目立たない。従って、隣り合う支柱3、3同士の間隔(ピッチ)に拘らず、上記フェンス1bの意匠設計上の自由度が向上する。但し、高層建築物のベランダの屋外側端部に設置するフェンスとして利用する場合の事を考慮すると、構築作業の能率化、作業員の安全性確保の面からは、改良の余地がある。この点に就いて、図18を参照しつつ説明する。   In the case of such a structure described in Patent Document 1, the fence 1b is taken from the outside (from the side opposite to the side where the support columns 3 and 3 are installed), as is clear by comparing FIGS. ) The pillars 3 and 3 are not noticeable when viewed. Therefore, the degree of freedom in design of the fence 1b is improved regardless of the interval (pitch) between the adjacent columns 3 and 3. However, there is room for improvement from the viewpoint of improving the efficiency of construction work and ensuring the safety of workers, considering the case of using as a fence installed on the outdoor side end of the veranda of a high-rise building. This point will be described with reference to FIG.

高層マンション等の高層建築物の建設作業時にも、他の建築物の場合と同様、建築物13の外装作業等の容易化を図る為に、図18に示す様に、足場14を組む。又、高層建築物の場合にこの足場14は、地面から最上部迄達する高いものを築くのではなく、複数階分(図示の例では3階分)のユニットを使用し、建設作業の進行に伴ってこのユニットを上方に移動させる。即ち、コンクリートの打設作業等により、ベランダの床部15、15を含めて上記建築物13の一部が構築されると、上記ユニットの上下両端部に設けた吊り下げブラケット16、16の基端部、及び、中間部に設けた、壁繋ぎと呼ばれる連結ブラケット17、17の基端部を、それぞれ上記各床部15、15の屋外側(図18の左側)端部に係止し、上記足場14を組む。そして、この足場14は、外装作業が済み次第上方に移動させて、上方の階の外装作業に使用する。   As in the case of other buildings, a scaffold 14 is assembled as shown in FIG. 18 to facilitate the exterior work of the building 13 during the construction work of a high-rise building such as a high-rise apartment. Also, in the case of a high-rise building, this scaffold 14 does not build a high building that reaches from the ground to the top, but uses units of multiple floors (in the example shown, 3 floors) to progress the construction work. Along with this, the unit is moved upward. That is, when a part of the building 13 including the floor portions 15 and 15 of the veranda is constructed by concrete placing work or the like, the bases of the suspension brackets 16 and 16 provided at the upper and lower ends of the unit are constructed. The base end portions of the connection brackets 17 and 17 called wall connection provided at the end portions and the intermediate portion are respectively locked to the outdoor side (left side in FIG. 18) end portions of the floor portions 15 and 15, respectively. The scaffold 14 is assembled. The scaffold 14 is moved upward as soon as the exterior work is completed, and is used for the exterior work on the upper floor.

上記各床部15、15の屋外側端部にフェンスを設置する作業は、このフェンスを設置すべき各床部15、15の屋外側に上記足場14が存在する状態で行なう事が、作業の容易性と安全性とを確保する面からは好ましい。但し、上述した従来構造の場合、何れの構造でも、上記足場14が存在する状態でフェンスの設置作業を行なう事が難しい。この理由は、フェンスの下辺を構成する下枠5、5a、10の下面と基部2の上面との間に、上記各ブラケット16、17を配置できない為である。   The work of installing the fence on the outdoor side end of each floor 15, 15 is performed in a state where the scaffold 14 exists on the outdoor side of each floor 15, 15 where the fence is to be installed. This is preferable in terms of ensuring ease and safety. However, in the case of the conventional structure described above, it is difficult to perform the fence installation work in a state where the scaffold 14 exists in any structure. This is because the brackets 16 and 17 cannot be disposed between the lower surfaces of the lower frames 5, 5 a, and 10 constituting the lower side of the fence and the upper surface of the base 2.

即ち、高層建築物に設置するフェンスの場合、ベランダからの大きな物品の落下防止の為に、下枠5、5a、10の下面と基部2の上面との間の隙間18の高さH18(図10、13、16参照)を80mm以下に抑える事が義務付けられている。一方、上記各ブラケット16、17の高さ寸法は、重量の嵩む上記足場14を確実に支持する必要上、80mmを上回る場合が多い。特に、この足場14のユニットの上下両端部に設ける吊り下げブラケット16、16は大きな強度を必要とする為、殆どの場合、80mmを上回る。しかも、上記各ブラケット16、17は、上記各床部15、15の屋外側端部でこれら各床部15、15の上面近傍部分に、屋内外方向に、即ち、上記下枠5、5a、10の配設方向と直角方向に設置されるので、そのままではこの下枠5、5a、10を設置する事ができない。 That is, in the case of a fence installed in a high-rise building, in order to prevent a large article from falling from the veranda, the height H 18 of the gap 18 between the lower surface of the lower frames 5, 5 a and 10 and the upper surface of the base portion 2 ( (Refer to FIGS. 10, 13, and 16). On the other hand, the height dimensions of the brackets 16 and 17 often exceed 80 mm in order to reliably support the heavy scaffolding 14. In particular, the suspension brackets 16 and 16 provided at the upper and lower ends of the unit of the scaffold 14 require a large strength, and in most cases exceed 80 mm. In addition, the brackets 16 and 17 are arranged on the outdoor side end portions of the floor portions 15 and 15 in the vicinity of the upper surface of the floor portions 15 and 15 in the indoor and outdoor directions, that is, the lower frames 5 and 5a. Since it is installed in a direction perpendicular to the arrangement direction of 10, the lower frames 5, 5a and 10 cannot be installed as they are.

この為従来は、上記各床部15、15の屋外側に上記足場14が存在しない状態で、これら各床部15、15の屋外側端部へのフェンスの設置作業を行なう様にしていた。但し、この様な作業は、命綱を必要とする危険な作業となる為、作業員の動きが(命綱により)制限されて、作業能率が悪くなる。又、上記各床部15、15上には作業員が、上記足場14を撤去した(上層に移動させた)後でも、上記フェンスを設置する以前に、このフェンスを設置する以外の理由で、建築物の内部から出る場合がある。この様な場合に、上記各床部15、15の屋外側端部に、柵等の転落防止用の構造物が存在しないと危険である。   Therefore, conventionally, the fences are installed on the outdoor side ends of the floor portions 15 and 15 in a state where the scaffold 14 does not exist on the outdoor side of the floor portions 15 and 15. However, since such a work is a dangerous work that requires a lifeline, the movement of the worker is restricted (by the lifeline), and the work efficiency is deteriorated. In addition, even after the worker removes the scaffold 14 (moves it to the upper layer) on each of the floor portions 15 and 15, before installing the fence, for reasons other than installing this fence, May come out of the interior of the building. In such a case, it is dangerous if there is no structure for preventing falls such as a fence at the outdoor side ends of the floor portions 15 and 15.

特開平11−125037号公報Japanese Patent Laid-Open No. 11-125037

本発明は、上述の様な事情に鑑みて、足場が存在する場合にも、パネルユニットを除くフェンスの構成各部材を設置しておく事ができ、このパネルユニットの建て込みを、上記足場を除去した後に、容易且つ安全に行なえる、フェンスの構造及びその構築方法を実現すべく発明したものである。   In the present invention, in view of the circumstances as described above, even when a scaffold is present, each component member of the fence excluding the panel unit can be installed. It was invented to realize a fence structure and a construction method thereof that can be easily and safely performed after removal.

本発明の対象となるフェンスは、前述した従来から知られているフェンスと同様に、複数本の支柱と、下枠と、上枠と、複数枚のパネルユニットとを備える。
このうちの各支柱は、水平方向に互いに間隔をあけた状態で、それぞれ上下方向に固定している。
又、上記下枠は、上記各支柱の中間部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡されたもので、上方が開口した下側抱持溝部を有する。
又、上記上枠は、上記各支柱の上部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡されたもので、下方が開口した上側抱持溝部を有する。
更に、上記各パネルユニットは、それぞれの下端縁部を上記下枠に、それぞれの上端縁部を上記上枠に、それぞれ抱持されている。
The fence that is the subject of the present invention includes a plurality of support columns, a lower frame, an upper frame, and a plurality of panel units in the same manner as the conventionally known fence described above.
Each of the columns is fixed in the vertical direction with a space in the horizontal direction.
The lower frame is hung between intermediate portions of the support columns in a state of projecting to the front side of the support columns, and has a lower holding groove portion that opens upward.
Further, the upper frame is spanned between the upper portions of the respective struts so as to protrude to the front side of the respective struts, and has an upper holding groove portion opened at the lower side.
Further, each panel unit is held by its lower edge at the lower frame and its upper edge at the upper frame.

特に、本発明のうちの請求項1に記載したフェンスに於いては、上記下枠は、上記各支柱の表側に、支持ブラケットを介して支持されている。
又、これら各支持ブラケットはこれら各支柱の表側側面に上下方向に設けられた係止溝部に、取付ねじを緩めた状態で昇降可能に、且つ、この取付ねじを緊締した状態で上下位置を固定可能に支持されている。
更に、上記各パネルユニットは、それぞれの上端縁部を上記上側抱持溝部に、同じく下端縁部を上記下側抱持溝部に、それぞれ抱持する事で、上記上下両枠同士の間に保持している。
この様な本発明のフェンスを実施する場合に、例えば請求項2に記載した様に、上側抱持溝部の深さを、この上側抱持溝部と各パネルユニットの上端縁部との上下方向に関する掛り代と、これら各パネルユニットの下端縁部と下枠との上下方向に関する掛り代とを合計した深さ以上とする。そして、予め(パネルユニットの建て込みに先立って)所定位置に固定した下枠と上枠との間に上記各パネルユニットを建て込み、更にこれら両枠同士の間に保持可能とする。
In particular, in the fence according to the first aspect of the present invention, the lower frame is supported on the front side of each column through a support bracket.
These support brackets can be moved up and down with the mounting screws loosened in the locking grooves provided in the vertical direction on the front side surfaces of these columns, and the vertical positions are fixed with the mounting screws tightened. Supported as possible.
Furthermore, each said panel unit hold | maintains between the said upper and lower frames by hold | maintaining each upper end edge to the said upper holding groove part, and a lower end edge part to the said lower holding groove part, respectively. is doing.
When implementing such a fence of the present invention, for example, as described in claim 2, the depth of the upper holding groove portion is related to the vertical direction between the upper holding groove portion and the upper edge of each panel unit. The hanging allowance is set to a depth equal to or greater than the sum of the hanging allowance in the vertical direction between the lower end edge of each panel unit and the lower frame. Then, each panel unit is built between the lower frame and the upper frame fixed in advance (prior to the panel unit), and can be held between the two frames.

又、請求項3に記載したフェンスの構築方法は、上述の様な本発明のフェンスを、ビルディングのベランダの屋外側端部に設置する方法である。
この様な本発明のフェンスの構築方法では、先ず、上記ベランダ部分に足場が存在する状態で、上記各支柱の上端部同士の間でフェンス完成後の位置に上枠を固定すると共に、前記各支持ブラケットを前記係止溝部に沿って移動させる事により、上記各支柱の上下方向中間部でフェンス完成後の位置よりも上方に位置させ、且つ、上記各支持ブラケット同士の間に上記下枠を掛け渡した状態で上記取付ねじを緊締して、この下枠を上記各支柱同士の間で完成後の状態よりも上方位置に仮固定する。
その後、或いは、上記各支柱に上記上枠及び上記下枠をこれら各支柱に固定するのに先立って、これら各支柱の基端部を射体に支持固定する。
次いで、この様な状態で上記足場を取り外した後、上記取付ねじを緩めて上記各支持ブラケットを上記下枠と共にフェンス完成後の位置に迄下降させて固定してから、この下枠と上記上枠との間に上記各パネルユニットを建て込む。
According to a third aspect of the present invention, there is provided a fence construction method in which the fence according to the present invention as described above is installed at the outdoor side end of a building veranda.
In such a construction method of the fence of the present invention, first, in a state where a scaffold is present on the veranda part, the upper frame is fixed at a position after the fence is completed between the upper ends of the columns, and By moving the support bracket along the locking groove portion, the support frame is positioned above the position after the fence is completed at the intermediate portion in the vertical direction of each column, and the lower frame is placed between the support brackets. The mounting screw is tightened in a state of being stretched, and the lower frame is temporarily fixed between the columns to a position above the completed state.
Thereafter, or prior to fixing the upper frame and the lower frame to the support columns, the base ends of the support columns are supported and fixed to the projectiles.
Next, after removing the scaffold in such a state, the mounting screws are loosened and the support brackets are lowered and fixed together with the lower frame to the position after the fence is completed, and then the lower frame and the upper frame are fixed. Each panel unit is built between the frame.

上述の様な本発明のフェンスの構築方法を実施する場合にも、例えば請求項4に記載した様に、前記上側抱持溝部の深さを、この上側抱持溝部と上記各パネルユニットの上端縁部との上下方向に関する掛り代と、これら各パネルユニットの下端縁部と下枠との上下方向に関する掛り代とを合計した深さ以上とする。
そして、それぞれが完成後の位置に設置された下枠と上枠との間に上記各パネルユニットを、これら各パネルユニットの上端縁部を上側抱持溝部に係合させてからこれら各パネルユニットの下端縁部を下側抱持溝部に係合させる順番で建て込む。
Also when the fence construction method of the present invention as described above is carried out, for example, as described in claim 4, the depth of the upper holding groove portion is set to the upper end of the upper holding groove portion and each panel unit. The sum of the vertical allowance with the edge and the vertical allowance with the lower end edge of each panel unit and the lower frame is equal to or greater than the total depth.
Then, each panel unit is engaged between the lower frame and the upper frame installed at the completed positions, and the upper edge of each panel unit is engaged with the upper holding groove, and then each panel unit is engaged. Are built in the order of engaging the lower end edge of the lower holding groove with the lower holding groove.

又、上述の様な本発明のフェンスの構築方法を実施する場合に好ましくは、請求項5に記載した様に、上記各支持ブラケットの一部にねじ孔又は通孔を形成しておく。又、上記各支柱の表側下部で、それぞれこれら各支持ブラケットをフェンス完成後の位置に迄移動させた状態で上記ねじ孔又は通孔と整合する位置に、通孔又はねじ孔を設ける。そして、上記各支持ブラケットをフェンス完成後の位置に移動させた後、これら各支持ブラケット又は上記各支柱に形成されたねじ孔に螺合した固定用ねじを、これら各支柱又はこれら各支持ブラケットに形成された通孔に挿通する。この作業により、これら各支柱に対するこれら各支持ブラケットの上下位置を規制する。   Moreover, when implementing the construction method of the fence of this invention as mentioned above, Preferably, as described in Claim 5, a screw hole or a through-hole is formed in a part of each said support bracket. In addition, through holes or screw holes are provided at positions corresponding to the screw holes or through holes in the state where the support brackets are moved to positions after completion of the fence, respectively, on the lower front side of the support columns. And after moving each said support bracket to the position after completion of a fence, the screw for fixing screwed in the screw hole formed in each of these support bracket or each said support | pillar is made into these each support | pillar or these each support bracket. It is inserted through the formed through hole. By this operation, the vertical position of each of these support brackets with respect to each of these columns is regulated.

或いは、上述の様な本発明のフェンスの構築方法を実施する場合に好ましくは、請求項6に記載した様に、上記各支柱の表側側面に設けた前記係止溝部として、この表側開口部の幅が狭く、奥側の幅を広くなったものを使用する。又、この係止溝部に上下方向の移動を可能に係合させた各係止板に形成したねじ孔に、各支持ブラケットに形成した通孔を表側から挿通した取付ねじを螺合させる。そして、上記各係止板の下端部をこれら各支持ブラケットの下端縁よりも下方に迄延長し、これら各係止板の下端縁をベランダの屋外側端部で上記各支柱を設ける部分の上面に突き当てる事で、上記各支持ブラケットの下降量を制限する。   Or when implementing the construction method of the fence of this invention as mentioned above, Preferably, as described in Claim 6, as the said locking groove part provided in the front side surface of each said support | pillar, of this front side opening part, Use a narrower one with a wider back side. In addition, a mounting screw inserted through the through hole formed in each support bracket from the front side is screwed into the screw hole formed in each locking plate engaged with the locking groove portion so as to be movable in the vertical direction. And the lower end part of each said locking plate is extended below rather than the lower end edge of each of these support brackets, and the upper end of the part which provides each said support | pillar by the lower end edge of these each locking plate in the outdoor side edge part of a veranda The amount of lowering of each of the support brackets is limited by abutting against the bracket.

更には、請求項5に記載した発明と請求項6に記載した発明とを組み合わせて、請求項7に記載した様な態様で実施する事もできる。この場合には、上記各係止板の下端縁をベランダの屋外側端部で上記各支柱を設ける部分の上面に突き当てる事で、上記各支持ブラケットの下降量を、これら各支持ブラケット側に形成したねじ孔又は通孔が、上記各支柱側に設けた通孔又はねじ孔に丁度整合するか、若しくは、これら各支柱側に設けた通孔又はねじ孔よりも少しだけ下方に位置する様に制限する。そして、上記各支持ブラケットを下降させて上記各係止板の下端縁を上記上面に突き当てた後、これら各支持ブラケット又は上記各支柱に形成されたねじ孔に螺合した固定用ねじを、これら各支柱又はこれら各支持ブラケットに形成された通孔に挿通する事により、これら各支柱に対するこれら各支持ブラケットの上下位置を規制する。   Furthermore, the invention described in claim 5 and the invention described in claim 6 can be combined and implemented in a mode as described in claim 7. In this case, the lower end edge of each locking plate is abutted against the upper surface of the portion where the columns are provided at the outdoor side end of the veranda, so that the lowering amount of the support brackets can be reduced toward the support brackets. The formed screw holes or through-holes are aligned with the through-holes or screw holes provided on the above-mentioned support columns, or are positioned slightly below the through-holes or screw holes provided on the support columns. Limit to. And after lowering each said support bracket and abutting the lower end edge of each above-mentioned locking plate to the above-mentioned upper surface, the screw for fixation screwed in the screw hole formed in each of these support brackets or each above-mentioned support, The vertical positions of the support brackets with respect to the columns are regulated by being inserted through the through holes formed in the columns or the support brackets.

上述の様な、本発明のフェンス及びその構築方法によれば、足場が存在する場合にも、各パネルユニットを除くフェンスの構成各部材を設置しておく事ができ、これら各パネルユニットの建て込みを、上記足場を除去した後に、容易且つ安全に行なえる。又、足場を撤去した後、上記各パネルユニットの建て込みを完了する以前にも、ベランダに出る作業員の安全を図れる。   According to the fence of the present invention and the construction method thereof as described above, it is possible to install the constituent members of the fence excluding each panel unit even when a scaffold is present. Can be done easily and safely after the scaffold is removed. In addition, after removing the scaffolding and before completing the installation of each panel unit, it is possible to ensure the safety of workers on the veranda.

先ず、足場が存在する場合にも、上記各パネルユニットを除くフェンスの構成各部材を設置しておける理由は、各支持ブラケットを各支柱に対し昇降可能に組み付ける事により、下枠をフェンス完成後の位置よりも上方に配置できる為である。この為、この下枠の下面と、ベランダの屋外側端部等、上記フェンスを設置する部分の上面との間に、上記足場を設置する為の吊り下げブラケットや連結ブラケットが存在しても、上記構成各部材、即ち、支柱と、上枠と、下枠とを設置できる。   First of all, even if there is a scaffold, the reason why the components of the fence excluding the above panel units can be installed is that each support bracket is assembled to each column so that it can be raised and lowered, and the lower frame is installed after the fence is completed. It is because it can arrange | position above the position of. For this reason, even if there is a hanging bracket or a connecting bracket for installing the scaffold between the lower surface of the lower frame and the upper surface of the part where the fence is installed, such as the outdoor side end of the veranda, Each component described above, that is, a support column, an upper frame, and a lower frame can be installed.

次に、各パネルユニットの建て込みを、上記足場を除去した後に、容易且つ安全に行なえる理由は、この足場を除去する以前に、上記構成各部材をベランダの屋外側端部に設置(固定)する作業を完了できる為である。上記足場を撤去した後、上記各パネルユニットを建て込む為に行なう作業は、上記下枠を所定位置に迄下降させた後、この下枠と上記上枠との間に上記各パネルユニットを建て込む事により行なう。これら各作業を行なう状態では、上記各支柱及び上記上枠が、上記ベランダの屋外側端部にしっかりと固定されており、作業員が不安定な姿勢により作業を行なう必要もない。この為、上記作業を安全に行なえる。   Next, the reason why each panel unit can be built easily and safely after removing the scaffolding is to install (fix) each component member on the outdoor side end of the veranda before removing the scaffolding. This is because the work can be completed. After removing the scaffold, the work to be carried out to build each panel unit is to lower the lower frame to a predetermined position and then build the panel unit between the lower frame and the upper frame. To do. In the state where these operations are performed, the columns and the upper frame are firmly fixed to the outdoor side end portion of the veranda, and it is not necessary for the operator to perform the operations in an unstable posture. For this reason, the said operation | work can be performed safely.

更に、足場を撤去した後、上記各パネルユニットの建て込みを完了する以前にも、ベランダに出る作業員の安全を図れる理由は、上記各支柱と上記上枠と上記下枠とが、転落防止用の柵としての役目を果たす為である。特に、上記各パネルユニットの建て込み作業を開始する以前の状態では、上記下枠が、上記各支柱の高さ方向中間部に存在するので、この下枠が、上記ベランダの屋外側端部上面と上記上枠との間に存在する空間を狭くし、この空間を通じて作業員が転落する事を防止できる。   Furthermore, after removing the scaffolds and before completing the installation of each panel unit, the reason for ensuring the safety of workers on the veranda is that each column, upper frame, and lower frame are prevented from falling. The purpose is to serve as a fence for the work. In particular, in the state before starting the installation work of each panel unit, since the lower frame exists in the middle in the height direction of each column, the lower frame is the upper surface of the end portion on the outdoor side of the veranda. And the space between the upper frame and the upper frame can be narrowed, and workers can be prevented from falling through this space.

図1〜10は、本発明の実施の形態の1例を示している。先ず、本例のフェンス1cの完成状態の構造に就いて、図1〜4により説明する。このフェンス1cは、複数本の支柱19、19と、1本の下枠20と、1本の上枠21と、複数枚のパネルユニット22、22とを備える。尚、これら下枠20及び上枠21が1本であるとは、1本の下枠20及び上枠21により複数枚のパネルユニット22、22を支持するとの意味である。上記フェンス1cを設置すべきベランダが長い場合にも、このベランダの全長に亙って1本の下枠20及び上枠21を設けるとの意味ではない。これら下枠20及び上枠21の長さは、工場から建設現場への搬送、この建設現場での取り扱い性を考慮して、例えば、3〜5m程度とする。   1 to 10 show an example of an embodiment of the present invention. First, the completed structure of the fence 1c of this example will be described with reference to FIGS. The fence 1 c includes a plurality of support columns 19, 19, a single lower frame 20, a single upper frame 21, and a plurality of panel units 22, 22. The single lower frame 20 and the upper frame 21 mean that a plurality of panel units 22 and 22 are supported by the single lower frame 20 and the upper frame 21. Even when the veranda on which the fence 1c is to be installed is long, it does not mean that one lower frame 20 and upper frame 21 are provided over the entire length of the veranda. The lengths of the lower frame 20 and the upper frame 21 are, for example, about 3 to 5 m in consideration of transport from the factory to the construction site and handling at the construction site.

上記各構成部材のうちの、上記各支柱19、19は、ベランダの床部15(図18参照)の屋外側端部上面に設けた、土手部の如きコンクリート製の基部2の上面に、水平方向(図1〜2の左右方向、図3の表裏方向)に互いに間隔をあけて、それぞれ上下方向(鉛直方向)に固定している。本例の場合に上記各支柱19、19はそれぞれ、下端部を上記基部2に埋設固定した、鋼製或いはステンレス鋼製で円管状の内部支柱23と、この内部支柱23にがたつきなく外嵌してリベットによりこの内部支柱23に対し固定した、アルミニウム合金の押し出し型材製の外部支柱24とから構成している。   Of the above-described constituent members, the support columns 19 are arranged horizontally on the top surface of the base 2 made of concrete, such as a bank, provided on the top surface of the outdoor side end of the floor 15 of the veranda (see FIG. 18). It fixes to the up-down direction (vertical direction) at intervals in the direction (left-right direction of FIGS. 1-2, the front-back direction of FIG. 3) mutually. In the case of this example, each of the support columns 19 and 19 is made of steel or stainless steel and has a tubular inner column 23 with its lower end embedded and fixed to the base 2, and the inner column 23 is not rattled. The outer support 24 is made of an extruded material made of aluminum alloy and is fixed to the inner support 23 by rivets.

又、上記下枠20は、上記各支柱19、19の中間部下端寄り部分同士の間に、これら各支柱19、19よりも表側(フェンスとしての意匠を重要視する側で、図1の手前側、図2の下側、図3の左側)に突出した状態で掛け渡されている。この為に本例の場合には、上記各支柱19、19の中間部下端寄り部分の表面側に、それぞれ略横T字形の支持ブラケット25、25を結合固定している。これら各支持ブラケット25、25を固定可能とする為、上記各支柱19、19を構成する上記外部支柱24の表側側面に係止溝部26を、上下方向に設けている。この係止溝部26は、図4に示す様に、この表側の開口部の幅が狭く、奥側の幅が広くなっており、この係止溝部26に係止板27を、上下方向の移動のみを可能に(開口部から表側に抜け出ない様に)係合させている。この係止板27は、ステンレス鋼板等の、十分な強度及び剛性を有する金属板で造られており、上下2個所位置の幅方向中央部で上記係止溝部26の開口部に整合する部分に、それぞれねじ孔を形成している。そして、これら両ねじ孔に、上記各支持ブラケット25、25を構成する基板部29の上下両端部に設けた通孔を表側から挿通した、取付ねじ28、28を螺合している。   In addition, the lower frame 20 is located between the lower end portions of the middle portions of the support columns 19 and 19, on the front side of the support columns 19 and 19 (on the side that emphasizes the design as a fence, in front of FIG. 1. 2, the lower side of FIG. 2, and the left side of FIG. 3). For this reason, in the case of this example, substantially horizontal T-shaped support brackets 25 and 25 are coupled and fixed to the surface side of the portion near the lower end of the middle part of each support column 19 and 19, respectively. In order to be able to fix each of these support brackets 25, 25, a locking groove portion 26 is provided in the vertical direction on the front side surface of the external column 24 that constitutes each column 19, 19. As shown in FIG. 4, the locking groove 26 has a narrow opening at the front side and a wide width at the back, and a locking plate 27 is moved in the vertical direction to the locking groove 26. Is engaged only (so as not to come out from the opening to the front side). The locking plate 27 is made of a metal plate having sufficient strength and rigidity, such as a stainless steel plate, and is aligned with the opening portion of the locking groove 26 at the center in the width direction at two upper and lower positions. , Each of which forms a screw hole. Then, mounting screws 28 and 28 are inserted into these screw holes, through which through holes provided at both upper and lower ends of the substrate portion 29 constituting the support brackets 25 and 25 are inserted from the front side.

これら両取付ねじ28、28を緩めた状態では、上記係止板27及び上記各支持ブラケット25、25が上記係止溝部26に沿って、上記各支柱19、19の上下方向に移動可能になる。これに対して、上記両取付ねじ28、28を緊締した状態では、上記外部支柱24を構成する表側板部30の一部で、上記係止溝部26の両側に位置する部分が、上記係止板27と上記基板部29との間で強く挟持される。この状態で、上記各支持ブラケット25、25の上下位置が固定される。更に、本例の場合には、これら各支持ブラケット25と上記各支柱19、19との間に固定用ねじ31、31を掛け渡す事により、これら各支持ブラケット25の上下位置が、完成後の適正位置から不用意にずれ動かない様にしている。   In a state where both the mounting screws 28 and 28 are loosened, the locking plate 27 and the support brackets 25 and 25 can move in the vertical direction of the support columns 19 and 19 along the locking groove 26. . On the other hand, in a state where both the mounting screws 28 are tightened, a part of the front side plate portion 30 constituting the outer support column 24, which is located on both sides of the locking groove portion 26, is locked. It is strongly sandwiched between the plate 27 and the substrate portion 29. In this state, the vertical positions of the support brackets 25 and 25 are fixed. Furthermore, in the case of this example, the fixing screws 31 and 31 are spanned between the support brackets 25 and the support columns 19 and 19, so that the vertical positions of the support brackets 25 are changed to those after completion. It is designed not to move unintentionally from the proper position.

この為に本例の場合には、上記基板部29の下端部左右両端寄り部分に、上記両固定用ねじ31、31を挿通する為の通孔を、上記表側板部30の一部で、上記各支持ブラケット25、25を完成状態での適正位置に移動させた場合に上記両通孔に整合する位置にねじ孔を、それぞれ形成している。上記両固定用ねじ31、31は、上記各支持ブラケット25、25を完成状態での適正位置に移動させた後、表側から上記両通孔に挿通し、上記ねじ孔に螺合させる。この状態では、仮に上記両取付ねじ28、28が緩んだとしても、上記各支持ブラケット25、25が上記各支柱19、19に対し下降する事はなくなる。尚、上記両固定用ねじ31、31を挿通或いは螺合させる、通孔とねじ孔とは、互いに逆の部分に(ねじ孔を上記基板部29に、通孔を上記表側板部30に)形成しても良い。又、何れの場合でも、ねじ孔は、上記両固定用ねじ31、31を螺合させた状態でねじ孔となっていれば良い。要するに、これら両固定用ねじ31、31をタッピングねじとし、これら両固定用ねじ31、31を下孔に螺入する構造でも良い。   For this reason, in the case of this example, a through hole for inserting the fixing screws 31, 31 is formed in a part of the front side plate portion 30 in the portion near the left and right ends of the lower end portion of the substrate portion 29. When the support brackets 25, 25 are moved to proper positions in the completed state, screw holes are formed at positions that align with the through holes. The both fixing screws 31 and 31 are inserted into the through holes from the front side and screwed into the screw holes after the support brackets 25 and 25 are moved to appropriate positions in the completed state. In this state, even if the mounting screws 28, 28 are loosened, the support brackets 25, 25 are not lowered with respect to the columns 19, 19. The through holes and screw holes through which the fixing screws 31, 31 are inserted or screwed are opposite to each other (the screw holes are formed in the board portion 29 and the through holes are formed in the front side plate portion 30). It may be formed. In any case, the screw hole may be a screw hole in a state where the fixing screws 31 are screwed together. In short, the structure may be such that the both fixing screws 31 and 31 are tapping screws and the both fixing screws 31 and 31 are screwed into the lower holes.

上述の様にして、上記各表側側面の中間部下端寄り部分に固定された、上記各支持ブラケット25、25同士の間に掛け渡す、前記下枠20は、アルミニウム合金の押し出し型材製で、上方が開口した断面形状を有する。又、本例の場合には、上記下枠20の上下方向中間部に、この下枠20の両内側面の同じ高さ位置から互いに近付く方向に突出した1対の水平板部32、32を形成し、これら水平板部32、32よりも上側部分を、前記各パネルユニット22、22の下端縁部を抱持する為の下側抱持溝部33としている。   As described above, the lower frame 20, which is fixed to the lower end portion of the front side surface near the middle portion and spans between the support brackets 25, 25, is made of an aluminum alloy extruded mold, Has an open cross-sectional shape. Further, in the case of this example, a pair of horizontal plate portions 32 and 32 projecting in the direction approaching each other from the same height position of both inner side surfaces of the lower frame 20 are provided in the vertical middle portion of the lower frame 20. The lower part holding groove part 33 for holding the lower end edge part of each said panel unit 22 and 22 is formed and formed above these horizontal board parts 32 and 32. As shown in FIG.

又、前記上枠21は、上記各支柱19、19の上端部同士の間に、これら各支柱19、19よりも表側に突出した状態で掛け渡されている。この為に本例の場合には、これら各支柱19、19を構成する前記外部支柱24の上端部に平板状の支持板34の長さ方向(図3の表裏方向)中央部を、複数本のタッピングねじ35、35により固定している。尚、このタッピングねじ35、35は、上記支持板34に形成した通孔を上方から挿通した状態で、上記外部支柱24の内周面部分に存在するタッピング溝36、36に螺合し更に緊締する。上記上枠21の長さ方向(図1、2の左右方向、図3の表裏方向)に関する、上記支持板34の長さ寸法は、同方向に関する上記各支柱19、19の幅寸法よりも大きい。従って、この支持板34の長さ方向両端部は、これら各支柱19、19の両側面から突出している。上記上枠21は、この様な支持板34の長さ方向両端部を下方から挿通した複数本の止めねじ37、37により、この支持板34を介して、上記各支柱19、19の上端部に支持固定されている。   The upper frame 21 is stretched between the upper ends of the support columns 19 and 19 so as to protrude to the front side of the support columns 19 and 19. Therefore, in the case of this example, a plurality of central portions in the length direction (front and back direction in FIG. 3) of the flat support plate 34 are formed on the upper end portions of the external struts 24 constituting the respective struts 19, 19. Are fixed by tapping screws 35, 35. The tapping screws 35 and 35 are screwed into the tapping grooves 36 and 36 existing on the inner peripheral surface portion of the external support 24 in a state where the through holes formed in the support plate 34 are inserted from above, and further tightened. To do. The length dimension of the support plate 34 in the length direction of the upper frame 21 (the left-right direction in FIGS. 1 and 2 and the front and back direction in FIG. 3) is larger than the width dimension of the support columns 19 and 19 in the same direction. . Therefore, both end portions in the length direction of the support plate 34 protrude from both side surfaces of the support columns 19 and 19. The upper frame 21 is formed by a plurality of set screws 37, 37 inserted through both ends in the length direction of the support plate 34 from below, through the support plate 34, and the upper end portions of the support columns 19, 19. Is supported and fixed.

この様にして、これら各支柱19、19の上端部に支持固定された、上記上枠21の表側半部は、これら各支柱19、19よりも、表側に突出(オーバハング)している。そして、上記上枠21の下面で、これら各支柱19、19よりも表側に突出した部分に、下方が開口した上側抱持溝部38を設けている。本例の場合、この上側抱持溝部38の深さH38を、前記各パネルユニット22、22の上端縁部を保持する為に必要とされる深さよりも十分に大きくしている。具体的には、上記深さH38を、上記各パネルユニット22、22の上端縁部と上記上側抱持溝部38との上下方向に関する掛り代HH と、これら各パネルユニット22、22の下端縁部と前記下枠20との上下方向に関する掛り代HL とを合計した深さ以上(H38≧HH +HL )としている。そして、この様に上記上側抱持溝部38の深さH38を確保する事により、予め完成後の位置に固定した上記下枠20と上記上枠21との間に上記各パネルユニット22、22を建て込み、更にこれら両枠20、21同士の間に保持可能としている。 In this way, the front half of the upper frame 21 supported and fixed to the upper ends of the support columns 19 and 19 protrudes (overhangs) from the support columns 19 and 19 to the front side. And on the lower surface of the upper frame 21, an upper holding groove portion 38 having an opening at the lower side is provided in a portion protruding to the front side from each of the columns 19, 19. In the case of this example, the depth H 38 of the upper holding groove 38 is sufficiently larger than the depth required to hold the upper edge of each panel unit 22, 22. Specifically, the depth H 38 is set to a vertical allowance H H between the upper edge of each panel unit 22, 22 and the upper holding groove 38, and the lower end of each panel unit 22, 22. The depth is equal to or greater than the sum of the vertical allowance H L between the edge and the lower frame 20 (H 38 ≧ H H + H L ). Then, by securing the depth H 38 of the upper holding groove portion 38 in this way, the panel units 22, 22 are interposed between the lower frame 20 and the upper frame 21 that are fixed in advance at positions after completion. And can be held between the two frames 20 and 21.

上記各パネルユニット22、22は、上述の様な上側抱持溝部38と前記下側抱持溝部33との間に、一般的な、引戸式の雨戸障子やガラス障子と同様の建て込み方式である、ケンドン式に建て込んでいる。本例の場合、上記各パネルユニット22、22は、矩形のガラスパネル39の四周を、上框40と下框41と左右の竪框42、42とにより囲んで成る。この様な上記各パネルユニット22、22は、それぞれの下端縁部に位置する上記下框41を上記下側抱持溝部33に保持すると共に、それぞれの上端縁部を構成する上記上框40を上記上側抱持溝部38に保持した状態で、上記下枠20と上記上枠21との間に建て込んでいる。   Each of the panel units 22 and 22 is built in the same manner as a sliding door type sliding door shoji or glass shoji between the upper holding groove 38 and the lower holding groove 33 as described above. It is built in a certain Kendon style. In the case of this example, each of the panel units 22 and 22 is formed by surrounding a rectangular glass panel 39 with an upper rod 40, a lower rod 41, and left and right rods 42 and 42. Each of the panel units 22 and 22 holds the lower collar 41 positioned at the lower edge of the panel unit in the lower holding groove 33 and the upper collar 40 constituting the upper edge of the panel unit 22, 22. It is built between the lower frame 20 and the upper frame 21 while being held in the upper holding groove portion 38.

次に、上述の様な構成を有するフェンス1cの構築方法に就いて説明する。
先ず、このフェンス1cを設置すべきベランダ部分に、前述の図18に示す様に足場14が存在する状態で、上記各支柱19、19の基端部、即ち下端部を、躯体である、前記ベランダの床部15の屋外側端部上面に設けた基部2の上面に支持固定する。この作業は、この基部2の上面に開口する状態で設けた支持孔43内に上記各支柱19、19の下端部を緩く挿入し、これら各支柱19、19の下端部外周面と上記支持孔43の内周面との間の隙間内にモルタル44を充填する事により行なう。
Next, the construction method of the fence 1c having the above-described configuration will be described.
First, in the state where the scaffold 14 exists as shown in the above-mentioned FIG. 18 on the veranda portion where the fence 1c is to be installed, the base end portion, that is, the lower end portion of each of the columns 19, 19 is a frame. It is supported and fixed on the upper surface of the base portion 2 provided on the upper surface of the outdoor side end portion of the floor portion 15 of the veranda. In this operation, the lower end portions of the support columns 19 and 19 are loosely inserted into the support holes 43 provided in an open state on the upper surface of the base portion 2, and the outer peripheral surfaces of the lower end portions of the support columns 19 and 19 and the support holes. The mortar 44 is filled in a gap between the inner peripheral surface 43 and the inner peripheral surface.

上記各パネルユニット22、22の建て込みは、上記モルタル44が十分に固化してから行なう。但し、上記各支柱19、19の上端部同士の間への上記上枠21の掛け渡しは、好ましくは、上記モルタル44を充填する以前である、上記各支柱19、19の下端部を上記各支持孔43内に挿入する以前に行なう。例えば、上記各支柱19、19の上端部同士の間への上記上枠21の掛け渡しは、予め工場で行なっても良い。又、これら各支柱19、19を構成する、前記内部支柱23と前記外部支柱24とに就いても、予め工場で組み合わせておく。従って、上記各支柱19、19と上記上枠21との位置関係は、これら各支柱19、19を固定する以前の状態で、完成後の適正な関係になる。そして、例えば、上記上枠21と上記ベランダ部分、建造物の外壁面等、足場14以外の固定の部分との間に支え棒等を仮設して、上記各支柱19、19が鉛直方向に配置されたまま、上記床部15の屋外側端部上面に固定される様にする。   The panel units 22 and 22 are built after the mortar 44 is sufficiently solidified. However, spanning of the upper frame 21 between the upper ends of the columns 19 and 19 is preferably performed before the mortar 44 is filled with the lower ends of the columns 19 and 19. This is performed before insertion into the support hole 43. For example, the upper frame 21 may be bridged between the upper ends of the columns 19 and 19 in advance at the factory. In addition, the internal struts 23 and the external struts 24 constituting the respective struts 19 are also combined in advance at the factory. Accordingly, the positional relationship between the support columns 19 and 19 and the upper frame 21 is an appropriate relationship after completion before the support columns 19 and 19 are fixed. And, for example, a support bar or the like is temporarily installed between the upper frame 21 and the veranda portion, the outer wall surface of the building, or the like and a fixed portion other than the scaffold 14, and the support columns 19 and 19 are arranged in the vertical direction. As it is, it is fixed to the upper surface of the outdoor side end portion of the floor portion 15.

又、前記下枠20に就いても、上記各支柱19、19の下端部を上記各支持孔43内に挿入する以前に、これら各支柱19、19同士の間に掛け渡す。この為に、前記各支持ブラケット25、25は、予め工場で、これら各支柱19、19の表側側面に装着しておく。又、上記下枠20に就いても同様に、予め工場で、これら各支柱19、19同士の間に掛け渡しても良い。但し、これら各支持ブラケット25、25及び上記下枠20に就いては、上記各支柱19、19の基端部を前記基部2の上面に支持固定する際には、図5〜6に示す様に、完成後の位置よりも上方である、上記各支柱19、19の高さ方向中間部に仮固定しておく。この仮固定は、前記両取付ねじ28、28を緩めた状態で、上記各支持ブラケット25、25を図5〜6に示した位置に移動させた後、上記両取付ねじ28、28を緊締する事により行なう。   Also, the lower frame 20 is spanned between the support columns 19 and 19 before the lower ends of the support columns 19 and 19 are inserted into the support holes 43. For this purpose, the support brackets 25 and 25 are mounted in advance on the front side surfaces of the support columns 19 and 19 at the factory. Similarly, the lower frame 20 may be spanned between the support columns 19 and 19 in advance at the factory. However, with respect to the support brackets 25 and 25 and the lower frame 20, when the base end portions of the support columns 19 and 19 are supported and fixed to the upper surface of the base portion 2, as shown in FIGS. At the same time, it is temporarily fixed to the intermediate portion in the height direction of each of the columns 19 and 19 above the completed position. This temporary fixing is performed by moving the support brackets 25 and 25 to the positions shown in FIGS. 5 to 6 in a state where both the mounting screws 28 and 28 are loosened, and then tightening both the mounting screws 28 and 28. By doing things.

本例の場合、上述の様に、上記各支柱19、19と上記上枠21及び上記下枠20を基部2の上面に支持固定する作業を、この下枠20を完成後の位置よりも上方に移動させた状態で行なう。この為、この下枠20と、上記足場14をベランダの床部15、15に支持する為の吊り下げブラケット16や連結ブラケット17(図18参照)とが干渉する事はない。従って、上記各部材19、20、21を基部2の上面に支持固定する作業を、ベランダの外側に上記足場14が存在する状態で行なえる。この為、この支持固定作業を、命綱等を使用しなくても安全に行なう事ができ、前記フェンス1cの設置作業の能率化を図れる。   In the case of this example, as described above, the work of supporting and fixing the support columns 19, 19 and the upper frame 21 and the lower frame 20 to the upper surface of the base 2 is performed above the position after the completion of the lower frame 20 It is done in the state moved to. For this reason, this lower frame 20 does not interfere with the suspension bracket 16 and the connection bracket 17 (see FIG. 18) for supporting the scaffold 14 on the floor portions 15 and 15 of the veranda. Therefore, the operation of supporting and fixing the members 19, 20, and 21 on the upper surface of the base 2 can be performed in a state where the scaffold 14 exists on the outside of the veranda. For this reason, this supporting and fixing work can be performed safely without using a lifeline or the like, and the installation work of the fence 1c can be made more efficient.

前記パネルユニット22、22の建て込み作業は、上記足場14を撤去した(上層階へ吊り上げた)後、上記下枠20を、完成後の適正位置に下降させてから行なう。尚、この様に下枠20を下降させる作業は、上記建て込み作業の直前に行なう。それまでの間は、上記下枠20を図5〜6に示した位置に止める。この状態では、この下枠20を含む、上記各部材19、20、21が、前記床部15から作業員が落下するのを防止する為の安全柵として機能する。   The panel units 22 and 22 are built after the scaffold 14 is removed (lifted to an upper floor) and then the lower frame 20 is lowered to an appropriate position after completion. In addition, the operation | work which lowers the lower frame 20 in this way is performed immediately before the said construction work. In the meantime, the lower frame 20 is stopped at the position shown in FIGS. In this state, each of the members 19, 20, 21 including the lower frame 20 functions as a safety fence for preventing an operator from dropping from the floor portion 15.

上記足場14を撤去した後に、上記建て込み作業を行なうべく、上記下枠20を完成後の適正位置に固定するには、前記両取付ねじ28、28を緩めてから、図7に矢印で示す様に、前記各支持ブラケット25、25と共に、上記下枠20を適正位置に迄下降させる。そして、前記各固定用ねじ31、31を表側から螺合し、上記各支持ブラケット25、25の高さ位置を固定する。尚、上記両取付ねじ28、28を螺合させる為の、前記係止板27を、上記各支持ブラケット25の基板部29よりも下方に迄延長し、この係止板27の下端縁が前記基部2の上面に突き当たった状態で、上記各固定用ねじ31、31を挿通或いは螺合させる為の通孔とねじ孔とが整合若しくは近傍に位置する様にすれば、上記下枠20を適正位置に迄下降させ、更にこの適正位置に固定する作業を容易に行なえる。   After the scaffold 14 is removed, in order to fix the lower frame 20 in an appropriate position after completion in order to perform the erection operation, the mounting screws 28 and 28 are loosened, and the arrow shown in FIG. Similarly, together with the support brackets 25, 25, the lower frame 20 is lowered to an appropriate position. Then, the fixing screws 31 and 31 are screwed together from the front side, and the height positions of the support brackets 25 and 25 are fixed. The locking plate 27 for screwing both the mounting screws 28, 28 is extended below the base plate 29 of each support bracket 25, and the lower end edge of the locking plate 27 is the bottom edge. If the through hole for inserting or screwing each of the fixing screws 31 and 31 is aligned or positioned in the vicinity of the upper surface of the base 2, the lower frame 20 is properly It is possible to easily perform the work of lowering to the position and fixing to the proper position.

何れにしても、上記下枠20を適正位置に下降させて固定すれば、上記パネルユニット22、22の建て込みを行なえる状態になる。この建て込み作業は、前述の様に、ケンドン式に行なう。この場合に於いて、上記各パネルユニット22、22の幅寸法W22が隣り合う支柱19、19同士の間隔D19よりも小さい(W22<D19)場合と、そうでない(W22≧D19)場合とで、建て込む方向を異ならせる。 In any case, if the lower frame 20 is lowered and fixed to an appropriate position, the panel units 22 and 22 can be built. This erection operation is performed in the Kendon style as described above. In this case, a smaller (W 22 <D 19) than the distance D 19 of the struts 19 and 19 between which the width W 22 of each panel unit 22, 22 adjacent, otherwise (W 22 ≧ D 19 ) The direction of building differs depending on the case.

上記幅寸法W22が上記間隔D19よりも小さい場合には、1枚のパネルユニット22を、建て込み時の姿勢としたまま(下枠20及び上枠21と下框41及び上框40とを平行にしたまま)、隣り合う支柱19、19同士の間を通過させられる。そこで、図8に示す様に、上記パネルユニット22を1枚ずつ、上方に向かう程表側(屋外側)に向かう方向に傾斜させた状態で、上記下枠20と上記上枠21との間に裏側(屋内側)から近づける。そして、上記上框40を前記上側抱持溝部38に進入させ、この上框40をこの上側抱持溝部38の奥に迄押し込みつつ、上記パネルユニット22を鉛直方向に向ける。この結果、上記上框40が上側抱持溝部38の奥端に達した状態で、上記下框41が前記下側抱持溝部33の直上に位置するので、上記パネルユニット22を下降させ、この下框41をこの下側抱持溝部33に入り込ませる。この状態で、上記パネルユニット22の上端縁部が上記上枠21に、同じく下端縁部が上記下枠20に、それぞれ保持される。 When the width dimension W 22 is smaller than the distance D 19 , the single panel unit 22 is kept in the position at the time of installation (the lower frame 20, the upper frame 21, the lower rod 41, the upper rod 40, Can be passed between adjacent struts 19, 19. Therefore, as shown in FIG. 8, the panel units 22 are inclined one by one in the direction toward the front side (outdoor side) toward the top, and between the lower frame 20 and the upper frame 21. Approach from the back side (indoor side). Then, the upper collar 40 is caused to enter the upper holding groove 38, and the panel unit 22 is directed in the vertical direction while pushing the upper collar 40 to the back of the upper holding groove 38. As a result, in the state in which the upper collar 40 has reached the inner end of the upper holding groove portion 38, the lower collar 41 is positioned directly above the lower holding groove portion 33, so that the panel unit 22 is lowered, The lower collar 41 is inserted into the lower holding groove 33. In this state, the upper edge of the panel unit 22 is held on the upper frame 21 and the lower edge is held on the lower frame 20.

これに対して、上記幅寸法W22が上記間隔D19と同じかそれ以上である場合には、1枚のパネルユニット22を、建て込み時の姿勢としたまま、隣り合う支柱19、19同士の間を通過させる事はできない。そこで、この場合には、図9に示す様に、上記パネルユニット22を斜めにして、上記隣り合う支柱19、19同士の間を通過させてから、このパネルユニット22を、表側から上記上枠21と上記下枠20との間に建て込む。この場合の建て込み作業の手順は、上記パネルユニット22の傾斜方向が逆になる以外、上述の様に裏側から建て込む場合と同様にして行なう。何れの場合でも、上記パネルユニット22の取り扱いは、吸盤を備えたハンドリング治具を利用して行なう。 On the contrary, if the width W 22 is greater than or equal to the above distance D 19 is a single panel unit 22, while the attitude of the time like an anchor, adjacent struts 19 and 19 to each other It cannot be passed between. Therefore, in this case, as shown in FIG. 9, the panel unit 22 is inclined and passed between the adjacent support columns 19, 19, and then the panel unit 22 is moved from the front side to the upper frame. It is built between 21 and the lower frame 20. The procedure of the erection work in this case is performed in the same manner as the case of erection from the back side as described above, except that the inclination direction of the panel unit 22 is reversed. In any case, the panel unit 22 is handled using a handling jig equipped with a suction cup.

或いは、図示はしないが、ベランダの長さが長く、上記下枠20が、複数本を直列に繋げて構成したものである場合、上記パネルユニット22を、ケンドン式ではなく、スライド式に建て込む事もできる。この場合には、例えば水平方向端部の下枠を外し、残りの下枠20と上枠21との間にパネルユニット22、22を、戸袋から雨戸レールに雨戸を押し出す如く、スライドさせて建て込む。但し、上記水平方向端部に関しては、取り外しておいた下枠20を装着してから、ケンドン式に建て込む。
何れの場合でも、前記ベランダの床部の上面端部で建て込み作業を行なう部分には、図8〜9に示す様に、上記パネルユニット22の下辺を当接させる、市販の支え治具46、46を置いて、このパネルユニット22の重量を支え、上記建て込み作業時に於ける、このパネルユニット22の落下事故の防止を図る。
Or although not shown in figure, when the length of a veranda is long and the said lower frame 20 is what connected and comprised two or more in series, the said panel unit 22 is built in a slide type instead of a Kendon type. You can also do things. In this case, for example, the lower frame at the end in the horizontal direction is removed, and the panel units 22 and 22 are slid between the remaining lower frame 20 and the upper frame 21 so as to push the shutter from the door pocket to the shutter rail. Include. However, with respect to the horizontal end portion, the lower frame 20 that has been removed is attached, and then built in the Kendon style.
In any case, as shown in FIGS. 8 to 9, a commercially available support jig 46 for bringing the lower side of the panel unit 22 into contact with the portion to be built at the upper end portion of the floor portion of the veranda. 46 to support the weight of the panel unit 22 and prevent the panel unit 22 from being dropped during the installation work.

上述の様な、本例のフェンス及びその構築方法によれば、前述の様な理由により、足場が存在する場合にも、各パネルユニットを除くフェンスの構成各部材を設置しておく事ができ、これら各パネルユニットの建て込みを、上記足場を除去した後に、容易且つ安全に行なえる。又、足場を撤去した後、上記各パネルユニットの建て込みを完了する以前にも、ベランダに出る作業員の安全を図れる。   According to the fence of this example and the construction method thereof as described above, each component of the fence excluding each panel unit can be installed even when a scaffold exists for the reasons described above. These panel units can be easily and safely built after the scaffold is removed. In addition, after removing the scaffolding and before completing the installation of each panel unit, it is possible to ensure the safety of workers on the veranda.

更に、本例の構造によれば、意匠が前記各支柱19、19の間隔(ピッチ)に影響されにくく、しかも、構築作業や修理作業を少ない人数で行なえる。
先ず、上記各支柱19、19同士の間に、これら各支柱19、19よりも表側に突出した状態で設けられた上記上枠21と上記下枠20との間に上記各パネルユニット22、22を建て込むので、上記各支柱19、19の大部分がこれら各パネルユニット22、22の裏側に隠れ、意匠を重要視する表側に表れない。従って、フェンスの意匠を考える場合に、上記各パネルユニット22、22の幅及びピッチと上記各支柱19、19のピッチとを関連付ける必要がなくなる。この結果、意匠設計上の自由度が向上する。
Furthermore, according to the structure of this example, the design is not easily influenced by the interval (pitch) between the support columns 19 and 19, and the construction work and the repair work can be performed by a small number of people.
First, the panel units 22 and 22 are provided between the upper frame 21 and the lower frame 20 provided between the support columns 19 and 19 so as to protrude to the front side of the support columns 19 and 19. Therefore, most of the columns 19, 19 are hidden behind the panel units 22, 22, and do not appear on the front side where the design is regarded as important. Therefore, when considering the design of the fence, it is not necessary to associate the width and pitch of the panel units 22 and 22 with the pitch of the support columns 19 and 19. As a result, the degree of freedom in design design is improved.

本発明の実施の形態の1例を示す、フェンスを表側から見た図。The figure which looked at the fence from the front side which shows an example of embodiment of this invention. 図1の拡大A−A断面図。The expanded AA sectional view of FIG. 同拡大B−B断面図。The expanded BB sectional drawing. 支柱のうちの外部支柱を取り出して図2と同方向から見た断面図。Sectional drawing which took out the external support | pillar out of the support | pillar, and was seen from the same direction as FIG. 作業員の転落防止の為に下枠を完成後の状態よりも上方位置に仮固定した状態を表側から見た図。The figure which looked at the state which temporarily fixed the lower frame in the upper position rather than the state after completion for prevention of a worker's fall. 図5の拡大C−C断面図。FIG. 6 is an enlarged CC cross-sectional view of FIG. 5. 支柱に対し下枠を支持している部分の斜視図。The perspective view of the part which is supporting the lower frame with respect to the support | pillar. 下枠を完成後の位置に迄下降させた後、この下枠と上枠との間にパネルユニットを建て込む状態の第1例を、ベランダ側から見た状態で示す斜視図。The perspective view which shows the 1st example of the state which mounts a panel unit between this lower frame and an upper frame after lowering a lower frame to the position after completion in the state seen from the veranda side. 同第2例を示す斜視図。The perspective view which shows the 2nd example. 従来構造の第1例を示す、図1と同様の図。The figure similar to FIG. 1 which shows the 1st example of a conventional structure. 図10の拡大D−D断面図。FIG. 11 is an enlarged DD cross-sectional view of FIG. 10. 同拡大E−E断面図。The expanded EE sectional drawing. 従来構造の第2例を示す、図1と同様の図。The figure similar to FIG. 1 which shows the 2nd example of conventional structure. 図13の拡大F−F断面図。FIG. 14 is an enlarged FF sectional view of FIG. 13. 同拡大G−G断面図。The expanded GG sectional drawing. 従来構造の第3例を示す、図1と同様の図。The figure similar to FIG. 1 which shows the 3rd example of conventional structure. 図16の拡大H−H断面図。FIG. 17 is an enlarged HH sectional view of FIG. 16. 高層建築物を建築する為に組んだ足場を示す略側面図。The schematic side view which shows the scaffold assembled in order to build a high-rise building.

符号の説明Explanation of symbols

1、1a、1b、1c フェンス
2 基部
3、3a 支柱
4 手摺
5、5a 下枠
6 竪材
7 上枠
8 パネルユニット
9 ブラケット
10 下枠
11 上枠
12 パネルユニット
13 建築物
14 足場
15 床部
16 吊り下げブラケット
17 連結ブラケット
18 隙間
19 支柱
20 下枠
21 上枠
22 パネルユニット
23 内部支柱
24 外部支柱
25 支持ブラケット
26 係止溝部
27 係止板
28 取付ねじ
29 基板部
30 表側板部
31 固定用ねじ
32 水平板部
33 下側抱持溝部
34 支持板
35 タッピングねじ
36 タッピング溝
37 止めねじ
38 上側抱持溝部
39 ガラスパネル
40 上框
41 下框
42 竪框
43 支持孔
44 モルタル
45 固定ねじ
46 支え治具
DESCRIPTION OF SYMBOLS 1, 1a, 1b, 1c Fence 2 Base 3, 3a Post 4 Handrail 5, 5a Lower frame 6 Gutter 7 Upper frame 8 Panel unit 9 Bracket 10 Lower frame 11 Upper frame 12 Panel unit 13 Building 14 Scaffold 15 Floor 16 Suspension bracket 17 Connection bracket 18 Clearance 19 Support 20 Lower frame 21 Upper frame 22 Panel unit 23 Internal support 24 External support 25 Support bracket 26 Locking groove 27 Locking plate 28 Mounting screw 29 Substrate portion 30 Front side plate 31 Fixing screw 32 Horizontal flat plate portion 33 Lower holding groove portion 34 Support plate 35 Tapping screw 36 Tapping groove 37 Set screw 38 Upper holding groove portion 39 Glass panel 40 Upper ridge 41 Lower ridge 42 43 43 Support hole 44 Mortar 45 Fixed screw 46 Support treatment Ingredients

Claims (7)

水平方向に互いに間隔をあけてそれぞれ上下方向に固定した複数本の支柱と、これら各支柱の中間部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡された、上方が開口した下側抱持溝部を有する下枠と、上記各支柱の上部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡された、下方が開口した上側抱持溝部を有する上枠と、それぞれの下端縁部を上記下枠に、それぞれの上端縁部を上記上枠に、それぞれ抱持された複数枚のパネルユニットとを備えたフェンスに於いて、上記下枠は、上記各支柱の表側に支持ブラケットを介して支持されており、これら各支持ブラケットはこれら各支柱の表側側面に上下方向に設けられた係止溝部に、取付ねじを緩めた状態で昇降可能に、且つ、この取付ねじを緊締した状態で上下位置を固定可能に支持されており、上記各パネルユニットは、それぞれの上端縁部を上記上側抱持溝部に、同じく下端縁部を上記下側抱持溝部に、それぞれ抱持する事で、上記上下両枠同士の間に保持している事を特徴とするフェンス。   A plurality of struts fixed in the vertical direction with a space between each other in the horizontal direction, and the middle part of each strut spanned between the struts in a state of projecting to the front side. The lower frame having the lower holding groove portion and the upper frame having the upper holding groove portion opened between the upper portions of the support columns and projecting to the front side of the support columns. And a plurality of panel units each held by each lower end edge in the lower frame, each upper end edge in the upper frame, and the lower frame, The support brackets are supported on the front side of the support columns via support brackets, and these support brackets can be moved up and down in the state where the mounting screws are loosened in the locking grooves provided in the vertical direction on the front side surfaces of these support columns, and With this mounting screw tightened The lower position is supported so that it can be fixed, and each panel unit has its upper end edge portion held in the upper holding groove portion and the lower end edge portion held in the lower holding groove portion, respectively. A fence characterized by being held between the upper and lower frames. 上側抱持溝部の深さを、この上側抱持溝部と各パネルユニットの上端縁部との上下方向に関する掛り代と、これら各パネルユニットの下端縁部と下枠との上下方向に関する掛り代とを合計した深さ以上とする事により、予め所定位置に固定した下枠と上枠との間に上記各パネルユニットを建て込み、更にこれら両枠同士の間に保持可能とした、請求項1に記載したフェンス。   The depth of the upper holding groove portion is defined as the vertical allowance between the upper holding groove portion and the upper edge of each panel unit, and the vertical allowance between the lower edge of each panel unit and the lower frame. The above-mentioned panel units are built between a lower frame and an upper frame that are fixed in advance in advance, and can be held between these two frames. The fence described in. 水平方向に互いに間隔をあけてそれぞれ上下方向に固定した複数本の支柱と、これら各支柱の中間部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡された、上方が開口した下側抱持溝部を有する下枠と、上記各支柱の上部同士の間に、これら各支柱よりも表側に突出した状態で掛け渡された、下方が開口した上側抱持溝部を有する上枠と、それぞれの下端縁部を上記下枠に、それぞれの上端縁部を上記上枠に、それぞれ抱持された複数枚のパネルユニットとを備え、上記下枠は、上記各支柱の表側に支持ブラケットを介して支持されており、これら各支持ブラケットはこれら各支柱の表側側面に上下方向に設けられた係止溝部に、取付ねじを緩めた状態で昇降可能に、且つ、この取付ねじを緊締した状態で上下位置を固定可能に支持されており、上記各パネルユニットは、それぞれの上端縁部を上記上側抱持溝部に、同じく下端縁部を上記下側抱持溝部に、それぞれ抱持する事で、上記上下両枠同士の間に保持しているフェンスを、ビルディングのベランダの屋外側端部に設置する、フェンスの構築方法であって、このベランダ部分に足場が存在する状態で、上記各支柱の上端部同士の間でフェンス完成後の位置に上枠を固定すると共に、上記各支持ブラケットを上記係止溝部に沿って移動させる事により、上記各支柱の上下方向中間部でフェンス完成後の位置よりも上方に位置させ、且つ、上記各支持ブラケット同士の間に上記下枠を掛け渡した状態で上記取付ねじを緊締して、この下枠を上記各支柱同士の間で完成後の状態よりも上方位置に仮固定した後、これら各支柱の基端部を射体に支持固定した状態で上記足場を取り外した後、上記取付ねじを緩めて上記各支持ブラケットを上記下枠と共にフェンス完成後の位置に迄下降させて固定してから、この下枠と上記上枠との間に上記各パネルユニットを建て込む、フェンスの構築方法。   A plurality of struts fixed in the vertical direction with a space between each other in the horizontal direction, and the middle part of each strut spanned between the struts in a state of projecting to the front side. The lower frame having the lower holding groove portion and the upper frame having the upper holding groove portion opened between the upper portions of the support columns and projecting to the front side of the support columns. And a plurality of panel units held by the respective lower end edges of the lower frame and the upper end edges of the upper frame, respectively. The lower frame is supported on the front side of each of the columns. These support brackets can be moved up and down with the mounting screws loosened in the locking grooves provided in the vertical direction on the front side surfaces of these columns, and the mounting screws are tightened. The vertical position can be fixed in the Each of the panel units is held between the upper and lower frames by holding the upper edge of the panel unit in the upper holding groove and the lower edge of the panel unit in the lower holding groove. A fence construction method in which a fence held in between is installed on the outdoor side end of a building veranda, and a scaffold is present on the veranda, and between the upper ends of each column. The upper frame is fixed at a position after the fence is completed, and the support brackets are moved along the locking groove portions, so that they are positioned above the position after the fence is completed in the vertical middle portion of the columns. In addition, the mounting screw is tightened in a state where the lower frame is spanned between the support brackets, and the lower frame is temporarily fixed between the support columns at a position higher than the completed state. After this After removing the scaffolding with the base end of each strut supported and fixed to the projectile, loosen the mounting screw and lower the supporting bracket together with the lower frame to the position after the fence is fixed. The construction method of the fence which builds each said panel unit between this lower frame and the said upper frame. 上側抱持溝部の深さを、この上側抱持溝部と各パネルユニットの上端縁部との上下方向に関する掛り代と、これら各パネルユニットの下端縁部と下枠との上下方向に関する掛り代とを合計した深さ以上とし、それぞれが完成後の位置に設置された下枠と上枠との間に上記各パネルユニットを、これら各パネルユニットの上端縁部を上側抱持溝部に係合させてからこれら各パネルユニットの下端縁部を下側抱持溝部に係合させる順番で建て込む、請求項3に記載したフェンスの構築方法。   The depth of the upper holding groove portion is defined as the vertical allowance between the upper holding groove portion and the upper edge of each panel unit, and the vertical allowance between the lower edge of each panel unit and the lower frame. The above-mentioned panel units are engaged between the lower frame and the upper frame installed at positions after completion, and the upper edge of each panel unit is engaged with the upper holding groove. The fence construction method according to claim 3, wherein the lower end edge of each panel unit is built in the order in which the lower holding groove is engaged. 各支持ブラケットの一部にねじ孔又は通孔が形成されており、各支柱の表側下部で、それぞれ支持ブラケットをフェンス完成後の位置に迄移動させた状態で上記ねじ孔又は通孔と整合する位置に、通孔又はねじ孔が設けられており、上記各支持ブラケットをフェンス完成後の位置に移動させた後、これら各支持ブラケット又は上記各支柱に形成されたねじ孔に螺合した固定用ねじを、これら各支柱又はこれら各支持ブラケットに形成された通孔に挿通する事により、これら各支柱に対するこれら各支持ブラケットの上下位置を規制する、請求項3〜4のうちの何れか1項に記載したフェンスの構築方法。   A screw hole or a through hole is formed in a part of each support bracket, and is aligned with the screw hole or the through hole in the state where the support bracket is moved to the position after the fence is completed at the lower front side of each column. A through hole or a screw hole is provided at the position, and after moving each of the support brackets to the position after the fence is completed, the fixing brackets are screwed into the screw holes formed in the support brackets or the support columns. The vertical position of each of these support brackets with respect to each of these columns is regulated by inserting a screw through each of the columns or through holes formed in each of these support brackets. The construction method of the fence described in 2. 各支柱の表側側面に設けた係止溝部は、この表側開口部の幅が狭く、奥側の幅が広くなっており、この係止溝部に上下方向の移動を可能に係合させた各係止板に形成したねじ孔に、各支持ブラケットに形成した通孔を表側から挿通した取付ねじを螺合させており、上記各係止板の下端部をこれら各支持ブラケットの下端縁よりも下方に迄延長し、これら各係止板の下端縁をベランダの屋外側端部で上記各支柱を設ける部分の上面に突き当てる事で、上記各支持ブラケットの下降量を制限する、請求項3〜5のうちの何れか1項に記載したフェンスの構築方法。   The locking groove provided on the front side surface of each strut has a narrow front opening and a wide back side, and each engagement is engaged with the locking groove so as to be movable in the vertical direction. A mounting screw inserted from the front side through a through hole formed in each support bracket is screwed into a screw hole formed in the stop plate, and the lower end portion of each locking plate is lower than the lower end edge of each support bracket. The lower end edge of each of the locking plates is abutted against the upper surface of the portion where each of the columns is provided at the outdoor side end of the veranda, thereby limiting the descending amount of each of the support brackets. The construction method of the fence described in any one of 5. 各支持ブラケットの一部にねじ孔又は通孔が形成されており、各支柱の表側下部で、それぞれ支持ブラケットをフェンス完成後の位置に迄移動させた状態で上記ねじ孔又は通孔と整合する位置に、通孔又はねじ孔が設けられており、上記各支柱の表側側面に設けた係止溝部は、この表側開口部の幅が狭く、奥側の幅が広くなっており、この係止溝部に上下方向の移動を可能に係合させた各係止板に形成したねじ孔に、各支持ブラケットに形成した通孔を表側から挿通した取付ねじを螺合させており、上記各係止板の下端部をこれら各支持ブラケットの下端縁よりも下方に迄延長し、これら各係止板の下端縁をベランダの屋外側端部で上記各支柱を設ける部分の上面に突き当てる事で、上記各支持ブラケットの下降量を、これら各支持ブラケット側に形成したねじ孔又は通孔が、上記各支柱側に設けた通孔又はねじ孔に丁度整合するか、若しくは、これら各支柱側に設けた通孔又はねじ孔よりも少しだけ下方に位置する様に制限しており、上記各支持ブラケットを下降させて上記各係止板の下端縁を上記上面に突き当てた後、これら各支持ブラケット又は上記各支柱に形成されたねじ孔に螺合した固定用ねじを、これら各支柱又はこれら各支持ブラケットに形成された通孔に挿通する事により、これら各支柱に対するこれら各支持ブラケットの上下位置を規制する、請求項3〜4のうちの何れか1項に記載したフェンスの構築方法。   A screw hole or a through hole is formed in a part of each support bracket, and is aligned with the screw hole or the through hole in the state where the support bracket is moved to the position after the fence is completed at the lower front side of each column. A through hole or a screw hole is provided at the position, and the locking groove provided on the front side surface of each support column has a narrow width on the front opening and a wide width on the back side. A mounting screw that is inserted through a through hole formed in each support bracket from the front side is screwed into a screw hole formed in each locking plate that is engaged with the groove portion so as to be movable in the vertical direction. By extending the lower end of the plate below the lower end edge of each of these support brackets, but by striking the lower end edge of each of these locking plates against the upper surface of the portion where the above-mentioned pillars are provided at the outdoor side end of the veranda, The lowering amount of each of the above support brackets is determined by each of these support brackets. The screw holes or through holes formed on the side are aligned with the through holes or screw holes provided on the respective column sides, or are positioned slightly below the through holes or screw holes provided on the respective column sides. The support brackets are lowered, the lower end edges of the locking plates are brought into contact with the upper surface, and then screwed into the screw holes formed in the support brackets or the support columns. 5. The vertical position of each of the support brackets with respect to each of the support columns is regulated by inserting the fixed screws into the through holes formed in the support columns or the support brackets. 5. A method for constructing a fence according to item 1.
JP2006160618A 2006-06-09 2006-06-09 Fence and its construction method Active JP4900673B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2006160618A JP4900673B2 (en) 2006-06-09 2006-06-09 Fence and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2006160618A JP4900673B2 (en) 2006-06-09 2006-06-09 Fence and its construction method

Publications (3)

Publication Number Publication Date
JP2007327286A true JP2007327286A (en) 2007-12-20
JP2007327286A5 JP2007327286A5 (en) 2009-06-18
JP4900673B2 JP4900673B2 (en) 2012-03-21

Family

ID=38927930

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2006160618A Active JP4900673B2 (en) 2006-06-09 2006-06-09 Fence and its construction method

Country Status (1)

Country Link
JP (1) JP4900673B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228320A (en) * 2008-03-24 2009-10-08 Sugita Ace Kk Balustrade
JP2010209598A (en) * 2009-03-11 2010-09-24 San Rail:Kk Device and method for mounting handrail
JP2011069103A (en) * 2009-09-25 2011-04-07 Sankyo Tateyama Aluminium Inc Balustrade with heat collecting element
JP2011157742A (en) * 2010-02-02 2011-08-18 Sumikei-Nikkei Engineering Co Ltd Balustrade
JP2012002002A (en) * 2010-06-18 2012-01-05 San Rail:Kk Glass plate mounting structure of balustrade
JP2016211179A (en) * 2015-04-30 2016-12-15 パナホーム株式会社 Handrail device
JP2017089172A (en) * 2015-11-06 2017-05-25 三協立山株式会社 handrail
JP2021123980A (en) * 2020-02-07 2021-08-30 株式会社ツヅキ Glass handrail

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09125751A (en) * 1995-10-31 1997-05-13 Matsushita Electric Works Ltd Fence fitting structure
JPH09242291A (en) * 1996-03-06 1997-09-16 Swan Shoji Co Ltd Design variable handrail device
JPH10131281A (en) * 1996-10-31 1998-05-19 Bunka Shutter Co Ltd Fence structure
JP2001336282A (en) * 2000-05-29 2001-12-07 Daisue Construction Co Ltd Scaffold support structure
JP2004107887A (en) * 2002-09-13 2004-04-08 Tsuzuki Co Ltd Overhanging handrail

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09125751A (en) * 1995-10-31 1997-05-13 Matsushita Electric Works Ltd Fence fitting structure
JPH09242291A (en) * 1996-03-06 1997-09-16 Swan Shoji Co Ltd Design variable handrail device
JPH10131281A (en) * 1996-10-31 1998-05-19 Bunka Shutter Co Ltd Fence structure
JP2001336282A (en) * 2000-05-29 2001-12-07 Daisue Construction Co Ltd Scaffold support structure
JP2004107887A (en) * 2002-09-13 2004-04-08 Tsuzuki Co Ltd Overhanging handrail

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228320A (en) * 2008-03-24 2009-10-08 Sugita Ace Kk Balustrade
JP2010209598A (en) * 2009-03-11 2010-09-24 San Rail:Kk Device and method for mounting handrail
JP2011069103A (en) * 2009-09-25 2011-04-07 Sankyo Tateyama Aluminium Inc Balustrade with heat collecting element
JP2011157742A (en) * 2010-02-02 2011-08-18 Sumikei-Nikkei Engineering Co Ltd Balustrade
JP2012002002A (en) * 2010-06-18 2012-01-05 San Rail:Kk Glass plate mounting structure of balustrade
JP2016211179A (en) * 2015-04-30 2016-12-15 パナホーム株式会社 Handrail device
JP2017089172A (en) * 2015-11-06 2017-05-25 三協立山株式会社 handrail
JP2021123980A (en) * 2020-02-07 2021-08-30 株式会社ツヅキ Glass handrail
JP7015435B2 (en) 2020-02-07 2022-02-03 株式会社ツヅキ Glass railing

Also Published As

Publication number Publication date
JP4900673B2 (en) 2012-03-21

Similar Documents

Publication Publication Date Title
JP4900673B2 (en) Fence and its construction method
KR200432482Y1 (en) The assembly scaffolding
AU2019232888A1 (en) A void platform and a method for providing a platform support across a building void
JP4108092B2 (en) Work scaffold support device and work scaffold installation method
KR20110009082A (en) Method for constructing a building using corner panels
JP2007138416A (en) Climbing construction method of external protective unit
KR200324353Y1 (en) Constructing unit for stone exterior wall
KR200467252Y1 (en) cage for exterior works of building
JP6000766B2 (en) Indoor work floor and construction method thereof
US9945138B1 (en) Vertical reversible one piece guard rail post
JP6975961B2 (en) Stair railing for temporary scaffolding
JP5170557B2 (en) Temporary scaffolding staircase frame
KR20190142913A (en) Workbench support device
JP4909291B2 (en) Scaffolding frame
EP2706167A2 (en) Wall bracket
KR100901016B1 (en) Safety bracket to external wall scaffolding for a structure
JP4098213B2 (en) Scaffolding frame
JP5383613B2 (en) Temporary scaffolding staircase frame
JP2007255044A (en) Temporary construction for construction work
JP2003120018A (en) Moving handrail frame for prefabricated scaffolding
KR20030009257A (en) Bracket for scaffolding
JP5719898B2 (en) Temporary scaffolding staircase frame
KR101234263B1 (en) Support Unit for Mounting Banister and Banister Construction Method Using the Same
JP2015038313A (en) Stair frame for temporary scaffold
AU2011100248B4 (en) Safety Barrier

Legal Events

Date Code Title Description
A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090501

A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20090501

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20090817

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20110719

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20110915

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20111220

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20111221

R150 Certificate of patent or registration of utility model

Ref document number: 4900673

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150113

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150113

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313532

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20150113

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250