JP2016121464A - Mounting structure of extrusion molding cement plate, and vertical mounting structure and horizontal mounting structure thereof - Google Patents

Mounting structure of extrusion molding cement plate, and vertical mounting structure and horizontal mounting structure thereof Download PDF

Info

Publication number
JP2016121464A
JP2016121464A JP2014261164A JP2014261164A JP2016121464A JP 2016121464 A JP2016121464 A JP 2016121464A JP 2014261164 A JP2014261164 A JP 2014261164A JP 2014261164 A JP2014261164 A JP 2014261164A JP 2016121464 A JP2016121464 A JP 2016121464A
Authority
JP
Japan
Prior art keywords
cement board
mounting structure
base material
extruded cement
extrusion
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
JP2014261164A
Other languages
Japanese (ja)
Other versions
JP6504810B2 (en
Inventor
吉大 細田
Yoshihiro Hosoda
吉大 細田
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.)
Nozawa Corp
Original Assignee
Nozawa Corp
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 Nozawa Corp filed Critical Nozawa Corp
Priority to JP2014261164A priority Critical patent/JP6504810B2/en
Publication of JP2016121464A publication Critical patent/JP2016121464A/en
Application granted granted Critical
Publication of JP6504810B2 publication Critical patent/JP6504810B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Panels For Use In Building Construction (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a mounting structure of an extrusion molding cement plate which can enhance the mounting strength of an extrusion molding cement plate without causing cost increase and reducing transportability, workability or processability, and a vertical mounting structure and a horizontal mounting structure thereof.SOLUTION: In a mounting structure 1 of an extrusion molding cement plate, an extrusion molding cement plate 2 in which a plurality of hollow parts 3 formed in rectangular cross section are arranged side by side in one direction is attached to a building frame of a building through a substrate material. In the mounting structure, a holding member 8 is installed in the hollow part 3 and is screwed to a mounting bolt 7 and holds a rear side base material 2b of the extrusion molding cement plate 2 from the inside. The holding member comprises a separation part 12 separated from the rear side base material 2b and a contact part 13 contacting with the rear side base material 2b in the neighborhood of both partition walls 4 and 4, and the force the rear side base material 2b receives from the holding member 8 is released to the sides of each partition wall 4.SELECTED DRAWING: Figure 1

Description

本発明は、複数の中空部が一方向に並設された押出成形セメント板を、建物の躯体に取り付ける押出成形セメント板の取付構造、及びこの取付構造を用いた縦張り取付構造及び横張り取付構造に関し、特に押出成形セメント板の設置箇所に高い取付耐力を要求される場合に用いられる取付構造に関する。   The present invention relates to an extruded cement board mounting structure for mounting an extruded cement board having a plurality of hollow portions arranged in parallel in one direction to a building frame, and a vertical and horizontal mounting structure using the mounting structure. In particular, the present invention relates to a mounting structure used when a high mounting strength is required at an installation location of an extruded cement board.

押出成形セメント板は軽量かつ高い強度を有していることから、建物の外壁材として広く用いられている。押出成形セメント板を用いる外壁構造では、一般に建物の躯体に下地材となるアングルを固定し、押出成形セメント板の背面に留め付けられたZクリップ等を当該アングルに係止させるようにして、押出成形セメント板を取り付けている。   Extruded cement boards are widely used as building exterior materials because they are lightweight and have high strength. In an outer wall structure that uses an extruded cement board, an angle that serves as a base material is generally fixed to the housing of a building, and a Z clip or the like that is fastened to the back of the extruded cement board is locked to the angle. A molded cement board is attached.

建物が建てられる地域によっては建物の外壁が強い風雨に曝され、また建物の高層部では外壁が受ける外的環境は低層部よりも過酷となる。特に建物の最上部に設けられる屋上目隠し壁は開放型の外壁となるため、この外壁に対する風圧は大きく、しかも当該外壁は負圧だけでなく内側からの風圧にも耐える必要がある。   Depending on the area where the building is built, the outer wall of the building is exposed to strong wind and rain, and the external environment that the outer wall receives in the high-rise part of the building is more severe than in the low-rise part. In particular, since the roof blindfold wall provided at the top of the building is an open outer wall, the wind pressure on the outer wall is large, and the outer wall needs to withstand not only negative pressure but also wind pressure from the inside.

押出成形セメント板の施工可能部位及び寸法は、押出成形セメント板の強度、押出成形セメント板の剛性、及び押出成形セメント板の取付耐力の3つの要素で決定される。風圧が大きくかかる屋上目隠し壁に押出成形セメント板を用いる場合、この3つの要素のうち主に取付耐力の強さを基準に使用できるか否かが決められる。従って、このような場面においては押出成形セメント板の取付耐力の一層の向上が望まれている。   The installable part and dimensions of the extruded cement board are determined by three factors: the strength of the extruded cement board, the rigidity of the extruded cement board, and the mounting strength of the extruded cement board. When an extruded cement board is used for the roof blindfold wall where a large wind pressure is applied, it is determined whether or not the three components can be used mainly based on the strength of the mounting strength. Therefore, in such a situation, it is desired to further improve the mounting strength of the extruded cement board.

特許文献1には、押出成形セメント板の取付耐力を向上させる構造として、押出成形セメント板の断面形状を背面へ向かうに従って接近する一対の傾斜面を有するものとし、取付ボルトが螺合する受け金物を、両傾斜面と当接する形状とした取付構造が記載されている。この構造では、特殊な断面形状の中空部を有する押出成形セメント板を用いることで、受け金物から力をうける押出成形セメント板のせん断面積を増加させ、取付耐力を向上させている。   In Patent Document 1, as a structure for improving the mounting strength of an extruded cement board, it has a pair of inclined surfaces that approach the cross-sectional shape of the extruded cement board as it goes to the back surface, and a metal fitting to which a mounting bolt is screwed. A mounting structure is described in which the shape is in contact with both inclined surfaces. In this structure, by using an extrusion-molded cement board having a hollow portion having a special cross-sectional shape, the shear area of the extrusion-molded cement board that receives a force from the receiving metal is increased, and the mounting strength is improved.

特許文献2では、矩形状の受け金物の短辺部に沿って嵩上げ部材を設け、この嵩上げ部材を介して受け金物を押出成形セメント板に留めている。この構造では、中空部の表面の僅かな凹凸を跨ぐように受け金物を留めることで、この凹凸に起因する取付耐力の低下を防いでいる。   In patent document 2, the raising member is provided along the short side part of a rectangular receiving metal object, and the receiving metal object is fastened to the extrusion-molded cement board through this raising member. In this structure, the metal fitting is fastened so as to straddle the slight unevenness of the surface of the hollow portion, thereby preventing a reduction in mounting strength due to the unevenness.

特開2009−133107号公報JP 2009-133107 A 特開平9−60192号公報Japanese Patent Laid-Open No. 9-60192

一般的な受け金物は平板状となっており、力が加わった際に押出成形セメント板のボルト穴の近傍に強い力が作用する。そのため、ボルト穴を起点とする損傷を生じさせないように構造設計を行う必要がある。また、取付ボルトを通すための穴開け後の切削片が、受け金物と押出成形セメント板との間に残存すると、力が均等にかからなくなるおそれがある。このことは受け金物を留めている部位の耐力の低下に繋がり、穴開け加工時には注意を要する。   A general metal receiving plate has a flat plate shape, and when a force is applied, a strong force acts in the vicinity of the bolt hole of the extruded cement plate. Therefore, it is necessary to design the structure so as not to cause damage starting from the bolt hole. Further, if the cut pieces after drilling holes for passing the mounting bolts remain between the receiving metal and the extruded cement board, the force may not be applied evenly. This leads to a decrease in the proof stress of the part holding the metal fitting, and care must be taken when drilling.

特許文献1及び特許文献2に記載された構造では、これらの問題は解決していると考えられる。しかし特許文献1の構造では、特殊な断面形状の中空部を有する押出成形セメント板を製作しなければならずコストアップとなる。この構造では、肉厚部が形成されることにもなり、押出成形セメント板の重量が増大し、運搬性や施工性の低下に繋がることが懸念される。押出成形セメント板のボルト穴の位置がずれた場合には、受け金物が中空部の傾斜面に当接し難くなることから、所望の留付強度が得られなくなる可能性があるため、ボルト穴の加工に手間を要するといった欠点もある。   In the structures described in Patent Document 1 and Patent Document 2, it is considered that these problems are solved. However, in the structure of Patent Document 1, an extruded cement board having a hollow portion having a special cross-sectional shape must be manufactured, resulting in an increase in cost. With this structure, a thick part is also formed, and the weight of the extruded cement board increases, which may lead to a decrease in transportability and workability. If the position of the bolt hole on the extruded cement plate is shifted, the receiving metal will not be able to contact the inclined surface of the hollow part, so that the desired fastening strength may not be obtained. There is also a drawback that processing takes time.

特許文献2の構造では、嵩上げ部材の存在により取付耐力の低下を防いでいるものの、押出成形セメント板への負圧に対する高い取付耐力を、長期間に渡って維持するのは困難である。そのため、負圧への高い取付耐力が長期間に渡って要求される屋上目隠し壁への使用を制限されてしまうといった問題がある。   In the structure of Patent Document 2, although the lowering of the mounting strength is prevented by the presence of the raising member, it is difficult to maintain a high mounting strength against negative pressure on the extruded cement board for a long period of time. For this reason, there is a problem in that use on a roof blindfold wall, which requires a high mounting strength against negative pressure over a long period of time, is limited.

そこで本発明は従来技術の問題点に鑑み、コストアップを招かず、かつ運搬性、施工性及び加工性を低下させずに、押出成形セメント板の取付耐力を向上させることができる押出成形セメント板の取付構造、縦張り取付構造及び横張り取付構造を提供することを目的とする。   In view of the problems of the prior art, the present invention is an extruded cement board that can increase the mounting strength of the extruded cement board without incurring an increase in cost and without reducing the transportability, workability, and workability. An object of the present invention is to provide a vertical mounting structure and a horizontal mounting structure.

本発明の押出成形セメント板の取付構造は、断面矩形状に形成された複数の中空部が一方向に並設された押出成形セメント板を、下地材を介して建物の躯体に取り付ける押出成形セメント板の取付構造において、前記下地材に留め付けられるクリップと、このクリップを貫通すると共に前記押出成形セメント板の背面側から前記何れかの中空部に貫通する取付ボルトと、当該中空部内に設けられて前記取付ボルトと螺合し前記押出成形セメント板の背面側基材を内側から挟持する挟持部材とを備えた押出成形セメント板の取付構造であって、前記挟持部材は、前記取付ボルトとの螺合部を有すると共に前記背面側基材から離間している離間部と、この離間部における前記中空部の両側の隔壁側に延設されて当該両隔壁の近傍で前記背面側基材に当接する当接部とからなることを特徴とするものである。   The extrusion-molded cement board mounting structure of the present invention is an extrusion-molded cement in which an extrusion-molded cement board in which a plurality of hollow portions formed in a rectangular cross section are arranged in one direction is attached to a building frame via a base material. In the plate mounting structure, a clip that is fastened to the base material, a mounting bolt that penetrates the clip and penetrates any one of the hollow portions from the back side of the extruded cement plate, and is provided in the hollow portion. An extrusion cement board mounting structure including a clamping member that is screwed with the mounting bolt and clamps the back side base material of the extrusion cement board from the inside, wherein the clamping member is connected to the mounting bolt. A separation portion having a screwing portion and spaced apart from the back-side base material; and the back-side base material in the vicinity of the both bulkheads extending to the partition walls on both sides of the hollow portion in the spacing portion. And it is characterized in that comprising the abutment portion abutting.

本発明の押出成形セメント板の取付構造を用いれば、断面矩形状の中空部を有する一般的な押出成形セメント板を使用できるためコストアップとならない。本発明の取付構造では、押出成形セメント板に肉厚部が形成されることがなく、押出成形セメント板の重量が増大せず、運搬性や施工性の低下を招かない。挟持部材は、取付ボルトと螺合する螺合部を有すると共に背面側基材から離間している離間部と、中空部の両隔壁の近傍で背面側基材に当接する当接部とからなるので、押出成形セメント板のボルト穴の高い位置決め精度が要求されず、ボルト穴の加工に手間がかからない。挟持部材は中空部の両隔壁の近傍で背面側基材に当接する当接部を有しているため、負圧等がかかった時に挟持部材で背面側基材を押圧するのは、中空部の両隔壁の近傍となる。そのため、高い取付耐力を得ることができる。   If the mounting structure of the extrusion-molded cement board of this invention is used, since the general extrusion-molding cement board which has a hollow part with a rectangular cross section can be used, it does not become a cost increase. In the mounting structure of the present invention, a thick portion is not formed on the extruded cement board, the weight of the extruded cement board does not increase, and transportability and workability do not deteriorate. The holding member includes a separation portion that has a screwing portion that is screwed to the mounting bolt and is separated from the back side base material, and a contact portion that abuts the back side base material in the vicinity of both partition walls of the hollow portion. Therefore, high positioning accuracy of the bolt hole of the extrusion-molded cement board is not required, and it does not take time to process the bolt hole. Since the holding member has a contact portion that contacts the back side base material in the vicinity of both partition walls of the hollow part, it is the hollow part that presses the back side base material with the holding member when negative pressure or the like is applied. It becomes the vicinity of both partition walls. Therefore, high mounting strength can be obtained.

前記挟持部材として多様な形態のものが挙げられ、例えば前記挟持部材は長短辺を有する平面視矩形状に形成されて前記当接部が当該挟持部材の長辺部として構成されており、当該当接部が前記両隔壁に沿って存在しているものが挙げられる。このような挟持部材を用いることで、コストが抑えられ、それと共に取付耐力を効果的に向上させることができる。   Examples of the clamping member include various types. For example, the clamping member is formed in a rectangular shape in plan view having long and short sides, and the contact portion is configured as a long side portion of the clamping member. The thing which a contact part exists along the both said partition is mentioned. By using such a clamping member, the cost can be suppressed and the mounting strength can be effectively improved.

本発明の押出成形セメント板の取付構造は、押出成形セメント板を鉛直方向である縦方向に並べた縦張り取付構造、及び押出成形セメント板を水平方向である横方向に並べた横張り取付構造に適用することができる。   The extrusion-molded cement board mounting structure of the present invention includes a vertical-mounting structure in which the extruded-molded cement boards are arranged in the vertical direction, which is the vertical direction, and a horizontal-mounting structure in which the extruded cement boards are arranged in the horizontal direction, which is the horizontal direction. Can be applied to.

本発明の縦張り取付構造は、押出成形セメント板の中空部を鉛直方向に延在させた縦張り取付構造において、上側躯体に連結された第1下地材を介して前記押出成形セメント板の上側を固定する上側構造と、下側躯体に連結された第2下地材を介して前記押出成形セメント板の下側を固定する下側構造と、前記上側躯体と前記下側躯体とを連結して当該両躯体間のたわみを抑制するたわみ抑制補助部材と、前記押出成形セメント板の上側及び下側を、それぞれ前記第1及び第2下地材に固定する押出成形セメント板の取付構造とを備え、当該押出成形セメント板の取付構造が、上記本発明の押出成形セメント板の取付構造であることを特徴とするものである。   The vertically attached structure of the present invention is a vertically attached structure in which the hollow portion of the extruded cement board extends in the vertical direction, and the upper side of the extruded cement board via the first base material connected to the upper housing. A lower structure for fixing the lower side of the extruded cement plate via a second base material connected to the lower casing, and the upper casing and the lower casing are connected to each other. A deflection suppression auxiliary member for suppressing deflection between the two casings, and an extrusion cement board mounting structure for fixing the upper and lower sides of the extrusion cement board to the first and second base materials, respectively. The extruded cement board mounting structure is the above-described extruded cement board mounting structure of the present invention.

本発明の縦張り取付構造とすれば、断面矩形状の中空部を有する一般的な押出成形セメント板に使用できるためコストアップとはならない。本発明の縦張り取付構造では、押出成形セメント板に肉厚部が形成されることがなく、押出成形セメント板の重量が増大せず、運搬性や施工性の低下を招かない。挟持部材は、取付ボルトとの螺合部を有すると共に背面側基材から離間している離間部と、中空部の両隔壁の近傍で背面側基材に当接する当接部とからなるので、押出成形セメント板のボルト穴に高い位置決め精度が要求されず、ボルト穴の加工に手間がかからない。挟持部材は中空部の両隔壁の近傍で背面側基材に当接する当接部を有しており、負圧等がかかった時に挟持部材で背面側基材を押圧するのは、中空部の両隔壁の近傍となる。そのため、高い取付耐力が必要な部位への縦張りでの施工が可能となる。   If it is set as the vertically attached structure of this invention, since it can be used for the general extrusion-molded cement board which has a cross-sectional rectangular hollow part, it does not become a cost increase. In the vertically attached structure of the present invention, a thick portion is not formed on the extruded cement board, the weight of the extruded cement board does not increase, and transportability and workability do not deteriorate. Since the holding member has a screwed part with the mounting bolt and is separated from the back side base material, and a contact part that comes into contact with the back side base material in the vicinity of both partition walls of the hollow part, High positioning accuracy is not required for the bolt hole of the extrusion-molded cement plate, and it does not take time to process the bolt hole. The clamping member has an abutting portion that abuts against the back side base material in the vicinity of both partition walls of the hollow part, and when the negative pressure or the like is applied, It becomes the vicinity of both partition walls. For this reason, it is possible to perform a vertical installation on a portion requiring high mounting strength.

本発明の横張り取付構造は、押出成形セメント板の中空部を水平方向に延在させた横張り取付構造において、躯体に連結された下地材に前記押出成形セメント板を固定する押出成形セメント板の取付構造を備え、当該押出成形セメント板の取付構造が、上記本発明の押出成形セメント板の取付構造であることを特徴とするものである。   The horizontal mounting structure of the present invention is an extruded cement board that fixes the extruded cement board to a base material connected to a housing in a horizontal mounting structure in which a hollow portion of the extruded cement board extends in the horizontal direction. The extrusion-molded cement board attachment structure is the above-described extrusion-molded cement board attachment structure of the present invention.

本発明の横張り取付構造とすれば、断面矩形状に形成された中空部を有する一般的な押出成形セメント板に使用できるためコストアップとはならない。本発明の横張り取付構造では、押出成形セメント板に肉厚部が形成されることがなく、押出成形セメント板の重量が増大せず、運搬性や施工性の低下を招かない。挟持部材は、取付ボルトとの螺合部を有すると共に背面側基材から離間している離間部と、中空部の両隔壁の近傍で背面側基材に当接する当接部とからなるので、押出成形セメント板のボルト穴に高い位置決め精度が要求されず、ボルト穴の加工に手間がかからない。挟持部材は中空部の両隔壁の近傍で背面側基材に当接する当接部を有しており、負圧等がかかった時に挟持部材で背面側基材を押圧するのは、中空部の両隔壁の近傍となる。そのため、高い取付耐力が必要な部位への横張りでの施工が可能となる。   If it is set as the horizontal mounting structure of this invention, since it can be used for the general extrusion-molded cement board which has the hollow part formed in the cross-sectional rectangle shape, it does not become a cost increase. In the horizontal mounting structure of the present invention, a thick portion is not formed on the extruded cement board, the weight of the extruded cement board does not increase, and transportability and workability do not deteriorate. Since the holding member has a screwed part with the mounting bolt and is separated from the back side base material, and a contact part that comes into contact with the back side base material in the vicinity of both partition walls of the hollow part, High positioning accuracy is not required for the bolt hole of the extrusion-molded cement plate, and it does not take time to process the bolt hole. The clamping member has an abutting portion that abuts against the back side base material in the vicinity of both partition walls of the hollow part, and when the negative pressure or the like is applied, It becomes the vicinity of both partition walls. For this reason, it is possible to perform a horizontal installation on a portion requiring a high mounting strength.

本発明によれば、特殊な押出成形セメント板を用いる必要がなく、押出成形セメント板の重量が増大せず、かつボルト穴の加工に手間がかからないため、コストアップを招かず、運搬性、施工性及び加工性を低下させない。それと共に、挟持部材で背面側基材を押圧するのは、中空部の両隔壁の近傍となるため、取付耐力を格段に向上させることができ、屋上目隠し壁等の過酷な使用環境で長期間に渡って使用することができる。   According to the present invention, it is not necessary to use a special extrusion-molded cement board, the weight of the extrusion-molded cement board does not increase, and it does not take time and effort to process the bolt hole, so that the cost is not increased, the transportability, the construction Does not decrease the workability and workability. At the same time, pressing the back side substrate with the clamping member is in the vicinity of both the partition walls of the hollow portion, so that the mounting strength can be remarkably improved, and it can be used for a long time in a harsh usage environment such as a rooftop blindfold wall. Can be used across.

本発明の一実施形態に係る押出成形セメント板の取付構造を示す断面図である。It is sectional drawing which shows the attachment structure of the extrusion molding cement board which concerns on one Embodiment of this invention. 本発明の押出成形セメント板の取付構造に使用する挟持部材を3方向から見た図である。It is the figure which looked at the clamping member used for the attachment structure of the extrusion-molded cement board of this invention from 3 directions. 中空部内に設けられた挟持部材の斜視図である。It is a perspective view of the clamping member provided in the hollow part. (a)及び(b)はそれぞれ挟持部材の異なる変形例を示す中空部内正面図であり、(c)は挟持部材の他の変形例を示す中空部内平面図である。(A) And (b) is a front view in the hollow part which shows the modification from which a clamping member differs, respectively, (c) is a top plan view in a hollow part which shows the other modification of a clamping member. 本発明の縦張り取付構造の第1実施形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows 1st Embodiment of the vertical attachment structure of this invention. 図5の縦張り取付構造の上側を押出成形セメント板の背面側から見た図である。It is the figure which looked at the upper side of the vertical attachment structure of FIG. 5 from the back side of the extrusion-molded cement board. 図5のA−A線断面図である。It is the sectional view on the AA line of FIG. 本発明の縦張り取付構造の第2実施形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows 2nd Embodiment of the vertical attachment structure of this invention. 図8の縦張り取付構造の下側を押出成形セメント板の背面側から見た図である。It is the figure which looked at the lower side of the vertical attachment structure of FIG. 8 from the back side of the extrusion-molded cement board. 本発明の横張り取付構造の第1実施形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows 1st Embodiment of the horizontal mounting structure of this invention. 図10のB−B線断面図である。It is the BB sectional view taken on the line of FIG. 本発明の横張り取付構造の第2実施形態を示す縦断面図である。It is a longitudinal cross-sectional view which shows 2nd Embodiment of the horizontal mounting structure of this invention. 図12の横張り取付構造を押出成形セメント板の背面側から見た図である。It is the figure which looked at the horizontal attachment structure of FIG. 12 from the back side of the extrusion-molded cement board.

本発明の実施形態について図面を参照して説明する。図1は本発明の一実施形態に係る押出成形セメント板の取付構造1を示す断面図である。この押出成形セメント板の取付構造1に使用される押出成形セメント板2は、水、セメント、骨材、繊維等を混練した混合物を押出成形機で押し出し、所定寸法に切断して製作されたものである。押出成形セメント板2には、断面矩形状に形成された複数の中空部3が押出方向である長手方向に互いに平行して構成されている。これら複数の中空部3が構成されていることで、押出成形セメント板2の表面側基材2aと背面側基材2bを繋ぐ複数の隔壁4が形成されている。   Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a cross-sectional view showing an extruded cement board mounting structure 1 according to an embodiment of the present invention. The extruded cement board 2 used in the extruded cement board mounting structure 1 is manufactured by extruding a mixture of water, cement, aggregate, fiber, etc. with an extruder and cutting it to a predetermined size. It is. In the extruded cement board 2, a plurality of hollow portions 3 formed in a rectangular cross section are configured in parallel to each other in the longitudinal direction that is the extrusion direction. The plurality of hollow portions 3 are configured to form a plurality of partition walls 4 that connect the front-side base material 2a and the back-side base material 2b of the extruded cement plate 2.

押出成形セメント板の取付構造1は、押出成形セメント板2を下地材5で介して建物の躯体に取り付ける構造である。この押出成形セメント板の取付構造1は、下地材5に留め付けるクリップ6と、このクリップ6を貫通し押出成形セメント板2の背面側からスプリングワッシャ15及びワッシャ16を組み付けた状態で何れかの中空部3に貫通する取付ボルト7と、当該中空部3内に設けられて取付ボルト7と螺合する挟持部材8とで主に構成されている。   The extrusion-molded cement board mounting structure 1 is a structure in which an extrusion-molded cement board 2 is attached to a building frame via a base material 5. The extrusion cement board mounting structure 1 includes either a clip 6 to be fastened to the base material 5 and a spring washer 15 and a washer 16 that are inserted through the clip 6 from the back side of the extrusion cement board 2. The mounting bolt 7 that penetrates the hollow portion 3 and a clamping member 8 that is provided in the hollow portion 3 and screwed with the mounting bolt 7 are mainly configured.

例えば次のようにして押出成形セメント板2が取り付けられる。押出成形セメント板2の所定箇所の中空部3内に挟持部材8をそれぞれ配置し、クリップ6及び背面側基材2bに取付ボルト7を貫通させ、取付ボルト7と挟持部材8とで背面側基材2bを挟持すると同時にクリップ6を仮固定する。躯体側に固定された下地材5に仮固定したクリップ6を係止して取付ボルト7を締め付け、押出成形セメント板2の背面側基材2bをパッキン等と共に挟持することで、下地材5に押出成形セメント板2を取り付ける。   For example, the extrusion-molded cement board 2 is attached as follows. The clamping members 8 are respectively arranged in the hollow portions 3 at predetermined positions of the extrusion-molded cement board 2, the mounting bolts 7 are passed through the clip 6 and the back-side base material 2 b, and the mounting bolts 7 and the clamping members 8 are connected to the back side base. The clip 6 is temporarily fixed at the same time as the material 2b is sandwiched. The base material 5 is fixed to the base material 5 by engaging the clip 6 temporarily fixed to the base material 5 fixed on the housing side, tightening the mounting bolt 7, and sandwiching the back-side base material 2 b of the extrusion-molded cement board 2 together with packing or the like. The extrusion cement board 2 is attached.

図2は本発明の押出成形セメント板の取付構造1に使用する挟持部材8を3方向から見た図であり、図3は中空部3内に設けられた挟持部材8の斜視図である。本実施形態の挟持部材8は、平面視矩形状の所要厚みを有する金属板をプレス加工で断面略くの字状に屈曲させて形成したものである。   FIG. 2 is a view of the clamping member 8 used in the extruded cement board mounting structure 1 of the present invention as seen from three directions, and FIG. 3 is a perspective view of the clamping member 8 provided in the hollow portion 3. The clamping member 8 of the present embodiment is formed by bending a metal plate having a required thickness in a rectangular shape in plan view into a substantially U-shaped cross section by pressing.

挟持部材8は、取付ボルト7と螺合する螺合部9を有すると共に背面側基材2bから離間している離間部12と、この離間部12における中空部3の両側の隔壁4側に延設されて当該両隔壁4、4の近傍で背面側基材2bに内側から当接する当接部13とからなる。本実施形態では、螺合部9としてのねじ穴が形成された内側部分10の短手方向両側に、屈曲箇所を介して外側部分11が構成されている。挟持部材8の各部位の寸法は押出成形セメント板2の仕様に適合するものであればよい。   The clamping member 8 has a threaded portion 9 that is screwed with the mounting bolt 7, and a spacing portion 12 that is spaced from the back-side base material 2 b, and extends toward the partition walls 4 on both sides of the hollow portion 3 in the spacing portion 12. The contact portion 13 is provided in the vicinity of the partition walls 4 and 4 and contacts the back side base material 2b from the inside. In this embodiment, the outer part 11 is comprised through the bending location on the both sides of the short side direction of the inner part 10 in which the screw hole as the screwing part 9 was formed. The dimension of each part of the clamping member 8 should just be what suits the specification of the extrusion-molded cement board 2. FIG.

背面側基材2bから離間している離間部12は、内側部分10と両外側部分11の一部とで構成されている。背面側基材2bに当接する当接部13は、離間部12の短手方向両側に存在しており、挟持部材8の長手方向に沿った外縁となる両外縁部分11g、11gで構成されている。従って当接部13は、挟持部材8の長辺部として構成されて、押出成形セメント板2の両隔壁4、4に沿って存在している。挟持部材8には離間部12が存在していることから、図1のように挟持部材8と背面側基材2bとの間に空洞部14が形成され、挟持部材8が背面側基材2bと当接する箇所は、当接部13のみとなっている。   The separation portion 12 that is separated from the back-side base material 2 b is composed of an inner portion 10 and a part of both outer portions 11. The abutting portions 13 that abut on the back-side substrate 2b are present on both sides of the spacing portion 12 in the short-side direction, and are configured by both outer edge portions 11g and 11g serving as outer edges along the longitudinal direction of the holding member 8. Yes. Accordingly, the contact portion 13 is configured as a long side portion of the sandwiching member 8 and exists along both the partition walls 4 and 4 of the extruded cement board 2. Since the spacing member 12 is present in the clamping member 8, a cavity 14 is formed between the clamping member 8 and the back-side base material 2b as shown in FIG. 1, and the clamping member 8 serves as the back-side base material 2b. Only the contact portion 13 is in contact with the contact portion.

挟持部材8の当接部13を中空部3の両隔壁4、4の近傍に存在させていることが重要である。押出成形セメント板2に負圧がかかり、取付ボルト7の引き抜き方向に力が生じた時に挟持部材8で背面側基材2bを押圧するのは、両隔壁4、4の近傍となる。当接部13を両隔壁4、4の近傍に存在させることで、押出成形セメント板2が挟持部材8から受ける力のうち、背面側基材2bのボルト穴29に近い部分にかかる力を極力抑える。それと共に当該受ける力を可及的に各隔壁4側へ逃がすことで、当該各隔壁4にかかる力を大きくする。ここでいう各隔壁4側とは、背面側基材2bの当接部分30等の各隔壁4に近い部分及び各隔壁4のことをいう。   It is important that the abutting portion 13 of the holding member 8 exists in the vicinity of both the partition walls 4 and 4 of the hollow portion 3. When the negative pressure is applied to the extruded cement board 2 and a force is generated in the pulling direction of the mounting bolt 7, it is in the vicinity of both the partition walls 4, 4 that press the back side substrate 2 b with the clamping member 8. The presence of the abutting portion 13 in the vicinity of both the partition walls 4 and 4 makes the force applied to the portion close to the bolt hole 29 of the back-side base material 2b out of the force received by the extruded cement board 2 from the clamping member 8 as much as possible. suppress. At the same time, the force applied to each partition wall 4 is increased by releasing the received force as much as possible to each partition wall 4 side. Each partition 4 side here means a portion close to each partition 4 such as the abutting portion 30 of the back side substrate 2b and each partition 4.

各隔壁4は、挟持部材8から受ける力と略同方向(背面側基材2bの厚み方向)に大きい幅寸法を有しており、当該受ける力に対して高い耐力を有している。従って各隔壁4側に力を逃がすことによって、押出成形セメント板2のクラック等を長期間に渡って防止できる。これにより、押出成形セメント板2の取付耐力を格段に向上させることができる。   Each partition wall 4 has a large width dimension in substantially the same direction as the force received from the clamping member 8 (the thickness direction of the back-side substrate 2b), and has a high proof stress against the received force. Accordingly, by releasing the force to the respective partition walls 4 side, cracks and the like of the extruded cement board 2 can be prevented over a long period of time. Thereby, the attachment yield strength of the extrusion-molded cement board 2 can be improved markedly.

当接部13と各隔壁4との距離t1は中空部近い程よいが、当接部13を各隔壁4のぎりぎり近くにするために挟持部材8を大きく形成すると、挟持部材8を中空部3内に配置する際の作業性を低下させるおそれがある。そのため挟持部材8は、これらの点を考慮した寸法にすることが好ましい。   The distance t <b> 1 between the contact portion 13 and each partition 4 is better as it is closer to the hollow portion. However, if the holding member 8 is formed large in order to make the contact portion 13 very close to the partition wall 4, the holding member 8 is placed in the hollow portion 3. There is a risk that the workability at the time of disposing the battery in the space may be reduced. Therefore, it is preferable that the clamping member 8 has a dimension in consideration of these points.

当接部13と各隔壁4との距離t1は、中空部3の巾Wに対して1/10〜1/4が好ましく、より好ましくは中空部3の巾Wに対して1/8〜1/5である。当接部13と各隔壁4との距離t1が中空部3の巾Wに対して1/4より大きくなり、当接部13が各隔壁4から遠くなれば、背面側基材2bのボルト穴29に近い部分にかかる力が大きくなり、押出成形セメント板2の高い取付耐力を得ることができない。   The distance t1 between the contact part 13 and each partition wall 4 is preferably 1/10 to 1/4 with respect to the width W of the hollow part 3, and more preferably 1/8 to 1 with respect to the width W of the hollow part 3. / 5. If the distance t1 between the abutting portion 13 and each partition wall 4 is larger than 1/4 with respect to the width W of the hollow portion 3 and the abutting portion 13 is far from each partition wall 4, the bolt hole of the back side substrate 2b The force applied to the portion close to 29 becomes large, and the high mounting strength of the extruded cement board 2 cannot be obtained.

各隔壁4に沿う当接部13の長さn1は、背面側基材2bや各隔壁4の寸法等にもよるが50mm〜80mmが好ましく、より好ましくは60mm〜70mmである。当接部13の長さn1が50mmよりも小さければ、背面側基材2bの当接箇所に力が集中してしまい高い取付耐力を得ることができない。当接部13が各隔壁4に沿って長い程、当該各隔壁4側へ逃される力が大きくなり、より高い取付耐力を得ることができる。その反面、当接部13を長くとるために挟持部材8を大きくし過ぎると、挟持部材8の重量が増加して搬送性等が低下するため、この点を考慮して挟持部材8の寸法等を決定する。   The length n1 of the contact portion 13 along each partition wall 4 is preferably 50 mm to 80 mm, more preferably 60 mm to 70 mm, although it depends on the back side base material 2b and the dimensions of each partition wall 4 and the like. If the length n1 of the contact part 13 is smaller than 50 mm, force will concentrate on the contact part of the back side base material 2b, and a high mounting strength cannot be obtained. The longer the abutment portion 13 is along each partition 4, the greater the force released to the partition 4 side, and higher mounting strength can be obtained. On the other hand, if the holding member 8 is made too large in order to make the contact portion 13 long, the weight of the holding member 8 increases and the transportability and the like deteriorate. To decide.

背面側基材2bと離間部12の間には空洞部14が形成されていればよいが、背面側基材2bと離間部12との間隔t2が狭すぎれば、挟持部材8の撓みでこれらが互いに接触するおそれがある。そのため、背面側基材2bと離間部12との間隔t2は2mm〜8mm程度空いていることが好ましい。   It is only necessary that the cavity portion 14 is formed between the back side base material 2b and the spacing portion 12, but if the interval t2 between the back side base material 2b and the spacing portion 12 is too narrow, the clamping member 8 is bent. May touch each other. Therefore, it is preferable that the distance t2 between the back-side base material 2b and the separation portion 12 is about 2 mm to 8 mm.

押出成形セメント板2の各隔壁4が表面側基材2aと背面側基材2b間で直線状となっていることで、当該各隔壁4側に大きい力を逃がすことができるため、中空部3は断面矩形状であることが必須である。中空部が断面異形状となっていれば、背面側基材2bの当接箇所と遠くなる隔壁部分が存在することになり、背面側基材2bへかかる力を抑え難くなる。   Since each partition wall 4 of the extrusion-molded cement plate 2 is linear between the front surface side base material 2a and the back surface side base material 2b, a large force can be released to each partition wall 4 side, so that the hollow portion 3 Is essential to have a rectangular cross section. If the hollow portion has an irregular cross-section, there will be a partition portion that is far from the contact portion of the back-side base material 2b, and it will be difficult to suppress the force applied to the back-side base material 2b.

押出成形セメント板2の背面側基材2bの厚みn2は、押出成形セメント板の総厚によっても異なるが、例えば総厚50mm〜100mmの押出成形セメント板の場合、12mm〜18mmが好ましく、より好ましくは14mm〜16mmである。各隔壁4の厚みn3は中空部3の巾Wに対して1/7〜1/3が好ましく、より好ましくは1/5〜1/3である。当接部13と各隔壁4との距離t1、当接部13の長さn1、背面側基材2bの厚みn2、各隔壁4の厚みn3の関係は、(n2+n3)/2≧t1かつn2×4≦n1の関係式を満たすことが好ましい。押出成形セメント板の取付構造1を適用可能な押出成形セメント板2の種類及び寸法は限定されないが、上記各寸法で構成された押出成形セメント板2であれば、より効果的に取付耐力を向上させることができる。   The thickness n2 of the back-side base material 2b of the extruded cement board 2 varies depending on the total thickness of the extruded cement board. For example, in the case of an extruded cement board having a total thickness of 50 mm to 100 mm, 12 mm to 18 mm is preferable, and more preferable. Is 14 mm to 16 mm. The thickness n3 of each partition wall 4 is preferably 1/7 to 1/3, more preferably 1/5 to 1/3 with respect to the width W of the hollow portion 3. The relationship between the distance t1 between the contact portion 13 and each partition wall 4, the length n1 of the contact portion 13, the thickness n2 of the back-side substrate 2b, and the thickness n3 of each partition wall 4 is (n2 + n3) / 2 ≧ t1 and n2. It is preferable to satisfy the relational expression of x4 ≦ n1. The type and size of the extruded cement plate 2 to which the mounting structure 1 of the extruded cement plate can be applied are not limited. However, if the extruded cement plate 2 is composed of the above dimensions, the mounting strength can be improved more effectively. Can be made.

実施例及び比較例として、挟持部材に矩形状のプレート材である通常の角ナットを使用した場合と、本実施形態の挟持部材8を使用した場合の引抜試験による破壊荷重を測定した。その結果、通常の角ナットでは平均値が4.53Nであり、本実施形態の挟持部材8では平均値が6.31Nであった。本実施形態の挟持部材8を使用した場合、通常の角ナットに比べて1.39倍の破壊荷重を得ることができた。尚、実施例に用いた押出成形セメント板の総厚は60mm、n2は14mm、中空部の巾は56mm、n3は14mmである。実施例として用いた本実施形態の挟持部材8は、厚さ6mm、巾40mm、長さ60mm、t1の距離9mm、t2の距離3mm、比較例とした通常の角ナットは、厚さ6mm、巾30mm、長さ60mmとなるものを用いた。   As examples and comparative examples, the breaking load was measured by a pull-out test when a normal square nut, which is a rectangular plate material, was used for the holding member and when the holding member 8 of the present embodiment was used. As a result, the average value of the normal square nut was 4.53 N, and the average value of the clamping member 8 of the present embodiment was 6.31 N. When the clamping member 8 of the present embodiment was used, a breaking load that was 1.39 times that of a normal square nut could be obtained. In addition, the total thickness of the extrusion-molded cement board used for the Example is 60 mm, n2 is 14 mm, the width | variety of a hollow part is 56 mm, and n3 is 14 mm. The clamping member 8 of this embodiment used as an example has a thickness of 6 mm, a width of 40 mm, a length of 60 mm, a distance of t1 of 9 mm, a distance of t2 of 3 mm, and a normal square nut as a comparative example has a thickness of 6 mm and a width. What used 30 mm and a length of 60 mm was used.

図4(a)〜(c)に挟持部材の変形例を示す。図4(a)及び(b)はそれぞれ挟持部材の異なる変形例を示す中空部内正面図であり、(c)は挟持部材の他の変形例を示す中空部内平面図である。図4(a)に示す挟持部材20は離間部となる基板21と、この基板21の両側に固定された当接部となる薄板部材22とで構成されており、各隔壁4に沿って長い平面視矩形状に形成されている。図4(b)に示す挟持部材23は、図1の実施形態と同様にプレス加工で形成されたものであり、離間部となる本体部24と、この本体部24の両側の当接脚部25とで構成されており、背面側基材2bへの当接面積をより大きく確保できる。   4 (a) to 4 (c) show modified examples of the clamping member. FIGS. 4A and 4B are front views in the hollow portion showing different modifications of the holding member, respectively, and FIG. 4C is a plan view in the hollow portion showing another modification of the holding member. The sandwiching member 20 shown in FIG. 4A is composed of a substrate 21 serving as a separation portion and a thin plate member 22 serving as a contact portion fixed to both sides of the substrate 21, and is long along each partition wall 4. It is formed in a rectangular shape in plan view. The clamping member 23 shown in FIG. 4 (b) is formed by pressing as in the embodiment of FIG. 1, and includes a main body portion 24 serving as a separation portion, and contact leg portions on both sides of the main body portion 24. 25, and it is possible to secure a larger contact area with the back-side base material 2b.

背面側基材2bへの当接面積をさらに大きくした挟持部材が、図4(c)に示す変形例である。この挟持部材26は、離間部となる基板27とこの基板27の両側に固定された当接部となる薄長板部材28とで構成されており、両薄長板部材28、28は、基板27の長さを超えて各隔壁4に沿って長く形成されている。当接面積をより大きくした挟持部材26を用いることで、取付耐力をさらに高めることができる。挟持部材は平面視矩形状に限らず、矩形以外の平面視多角形状、平面視一部円弧状等、他の形状に形成されていてもよい。   A clamping member having a larger contact area with the back-side substrate 2b is a modification shown in FIG. The sandwiching member 26 includes a substrate 27 serving as a separation portion and a thin plate member 28 serving as a contact portion fixed to both sides of the substrate 27. It is formed long along each partition 4 beyond the length of 27. By using the holding member 26 having a larger contact area, the mounting strength can be further increased. The clamping member is not limited to a rectangular shape in plan view, and may be formed in other shapes such as a polygonal shape in plan view other than a rectangle, or a partially arc shape in plan view.

押出成形セメント板の取付構造1を縦張り取付構造に適用した例を次に説明する。図5は押出成形セメント板の取付構造1を用いた本発明の縦張り取付構造の第1実施形態を示す縦断面図である。以下の説明において押出成形セメント板の取付構造1で説明した部材と共通する部材には同符号を付して説明する。図6は図5の縦張り取付構造35の上側を押出成形セメント板2の背面側から見た図である。図7は図5のA−A線断面図である。   Next, an example in which the extrusion-molded cement board mounting structure 1 is applied to a vertically-stretched mounting structure will be described. FIG. 5 is a longitudinal sectional view showing a first embodiment of a vertically attached mounting structure of the present invention using an extruded cement board attaching structure 1. In the following description, members that are the same as those described in the extrusion-molded cement board mounting structure 1 are described using the same reference numerals. FIG. 6 is a view of the upper side of the vertical attachment structure 35 of FIG. 5 as viewed from the back side of the extruded cement plate 2. 7 is a cross-sectional view taken along line AA in FIG.

縦張り取付構造35は、中空部3を上下方向である鉛直方向に延在させた押出成形セメント板2の取付構造であり、本実施形態では上側躯体36に連結された第1下地材37を介して押出成形セメント板2の上側2Uを取り付ける上側構造38と、下側躯体39に連結された第2下地材40を介して押出成形セメント板2の下側2Sを取り付ける下側構造41と、上側躯体36と下側躯体39とを連結して当該両躯体36、39間のたわみを抑制するたわみ抑制補助部材42と、押出成形セメント板2の上側2U及び下側2Sを、それぞれ第1及び第2下地材37、40に固定する押出成形セメント板の取付構造1とを備えている。   The vertically attached structure 35 is an attached structure of the extrusion-molded cement board 2 in which the hollow portion 3 extends in the vertical direction, which is the vertical direction. In this embodiment, the first base material 37 connected to the upper housing 36 is provided. An upper structure 38 for attaching the upper side 2U of the extruded cement board 2 via a lower structure 41 for attaching a lower side 2S of the extruded cement board 2 via a second base material 40 connected to the lower casing 39; A deflection restraining auxiliary member 42 that couples the upper housing 36 and the lower housing 39 to suppress deflection between the two housings 36, 39, and the upper side 2U and the lower side 2S of the extrusion-molded cement board 2, respectively, And an extrusion-molded cement board mounting structure 1 to be fixed to the second base materials 37 and 40.

本実施形態で使用されるクリップ6は図1の例で示したものと同様のクリップで、2つの取付ボルト7を使用するタイプである。図6に示すようにクリップ6は基部31とこの基部31から延設された係止部32とで構成されている。基部31には、一方の取付ボルト7を通すための切込部17が形成され、係止部32の片側には、他部材との干渉を防止する傾斜部18が形成されている。このクリップ6では、取り付けの際、他方の取付ボルト7を中心として当該クリップ6を回動させて、切込部17を他方の取付ボルト7に引っ掛け、両取付ボルト7、7を締め込んで留め付けを行う。クリップ6の形状は限定されず、W型Zクリップ、1つの取付ボルトが使用されるZクリップ等も勿論使用することができる。   The clip 6 used in the present embodiment is a clip similar to that shown in the example of FIG. 1 and uses two mounting bolts 7. As shown in FIG. 6, the clip 6 includes a base portion 31 and a locking portion 32 extending from the base portion 31. The base portion 31 is formed with a notch portion 17 through which one mounting bolt 7 is passed, and the locking portion 32 is formed with an inclined portion 18 on one side to prevent interference with other members. In attaching the clip 6, the clip 6 is rotated around the other mounting bolt 7, the cut portion 17 is hooked on the other mounting bolt 7, and both the mounting bolts 7 and 7 are fastened and fastened. To do. The shape of the clip 6 is not limited. Of course, a W-shaped Z clip, a Z clip using one mounting bolt, and the like can also be used.

図5は上側構造38としての最上部と下側構造41としての中間部を示しており、最上部の構造では上側躯体となるH型鋼材36の下側のフランジ36sにL型アングル43が固定されており、このL型アングル43に水平方向に長く延びる第1下地材37が固定されている。この第1下地材37に、押出成形セメント板2に留め付けられた複数のクリップ6が係合すると共に、取付ボルト7が締め付けられて、押出成形セメント板2の上側2Uが第1下地材37に固定されている。最上部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が上側躯体である上側のH型鋼材36に取り付けられている。   FIG. 5 shows the uppermost part as the upper structure 38 and the intermediate part as the lower structure 41. In the uppermost structure, the L-shaped angle 43 is fixed to the flange 36s on the lower side of the H-shaped steel material 36 which is the upper casing. The first base material 37 extending in the horizontal direction is fixed to the L-shaped angle 43. A plurality of clips 6 fastened to the extruded cement board 2 are engaged with the first base material 37 and the mounting bolts 7 are tightened, so that the upper side 2U of the extruded cement board 2 is the first base material 37. It is fixed to. In this uppermost structure, the extruded cement board 2 is attached to the upper H-shaped steel material 36, which is the upper casing, by the above-described extruded cement board mounting structure 1.

中間部の構造では、下側躯体となるH型鋼材39の上側のフランジ39uにL型アングル44が固定されており、このL型アングル44に上下方向に長い支持アングル45が固定されている。この支持アングル45に、水平方向に長く延ばされた第2下地材としての受けアングル40が固定されている。この受けアングル40に、押出成形セメント板2の下部が支持されている。受けアングル40と押出成形セメント板2の背面側基材2bとの間にパッキング19が設けられている。第2下地材である受けアングル40に、押出成形セメント板2に留め付けられた複数のクリップ6が係合すると共に、取付ボルト7が締め付けられて、押出成形セメント板2の下側2Sが第2下地材である受けアングル40に固定されている。中間部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が下側躯体である下側のH型鋼材39に取り付けられている。   In the structure of the intermediate portion, an L-shaped angle 44 is fixed to an upper flange 39u of the H-shaped steel material 39 serving as a lower casing, and a long support angle 45 is fixed to the L-shaped angle 44 in the vertical direction. The support angle 45 is fixed with a receiving angle 40 as a second base material extending long in the horizontal direction. The receiving angle 40 supports the lower part of the extruded cement plate 2. A packing 19 is provided between the receiving angle 40 and the back side base material 2 b of the extruded cement board 2. A plurality of clips 6 fastened to the extruded cement board 2 are engaged with the receiving angle 40 that is the second base material, and the mounting bolts 7 are tightened so that the lower side 2S of the extruded cement board 2 is the first. 2 It is fixed to a receiving angle 40 which is a base material. In this structure of the intermediate portion, the extruded cement board 2 is attached to the lower H-shaped steel material 39 which is the lower casing by the above-described extruded cement board mounting structure 1.

上側躯体であるH型鋼材36の下側のフランジ36sと、下側躯体となるH型鋼材39の上側のフランジ39uとを渡るように、これらを連結するたわみ抑制補助部材42が固定されている。これにより、第1下地材37及び第2下地材40のたわみ量を減少させ、両下地材37、40のたわみや捻れに起因するクリップ6の留め付けの破損を有効に防止することができる。   A deflection suppressing auxiliary member 42 that connects the lower flange 36 s of the H-shaped steel material 36 that is the upper housing and the upper flange 39 u of the H-shaped steel material 39 that is the lower housing is fixed. . As a result, the amount of deflection of the first base material 37 and the second base material 40 can be reduced, and the clip 6 can be effectively prevented from being damaged due to deflection or twisting of the base materials 37 and 40.

図8は本発明の縦張り取付構造の第2実施形態を示す縦断面図であり、図9は図8の縦張り取付構造50の下側を押出成形セメント板2の背面側から見た図である。図8は上側構造51としての中間部と下側構造52としての最下部を示しており、中間部の構造では上側躯体となるH型鋼材39の下側のフランジ39sにL型アングル54が固定されており、このL型アングル54に水平方向に長く延びる第1下地材55が固定されている。この第1下地材55に押出成形セメント板2に留め付けられた複数のクリップ6が係合すると共に、取付ボルト7が締め付けられて、押出成形セメント板2の上側2Uが第1下地材55に固定されている。中間部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が上側躯体である上側のH型鋼材39に取り付けられている。   FIG. 8 is a longitudinal sectional view showing a second embodiment of the vertically attached structure of the present invention, and FIG. 9 is a view of the lower side of the vertically attached structure 50 of FIG. It is. FIG. 8 shows an intermediate part as the upper structure 51 and a lowermost part as the lower structure 52. In the structure of the intermediate part, an L-shaped angle 54 is fixed to a flange 39s on the lower side of the H-shaped steel material 39 which is an upper casing. The first base material 55 extending in the horizontal direction is fixed to the L-shaped angle 54. The plurality of clips 6 fastened to the extruded cement board 2 are engaged with the first base material 55 and the mounting bolts 7 are tightened so that the upper side 2U of the extruded cement board 2 is attached to the first base material 55. It is fixed. In this structure of the intermediate portion, the extruded cement board 2 is attached to the upper H-shaped steel material 39 which is the upper casing by the above-described extruded cement board mounting structure 1.

最下部の構造では、下側躯体となるH型鋼材56の上下側のフランジ56u、sのそれぞれにL型アングル57、57が固定されており、これらのL型アングル57、57に上下方向に長い支持アングル58が固定されている。この支持アングル58に、水平方向に長く延ばされた第2下地材としての受けアングル59が固定されている。この受けアングル59に押出成形セメント板2の下部が支持されている。受けアングル59と押出成形セメント板2の背面側基材2bとの間にパッキング19が設けられている。第2下地材である受けアングル59に、押出成形セメント板2に留め付けられた複数のクリップ6が係合すると共に、取付ボルト7が締め付けられて、押出成形セメント板2の下側2Sが第2下地材である受けアングル59に固定されている。最下部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が下側躯体である下側のH型鋼材56に取り付けられている。   In the lowermost structure, L-shaped angles 57 and 57 are fixed to the upper and lower flanges 56u and s of the H-shaped steel material 56 which is the lower casing, and these L-shaped angles 57 and 57 are vertically arranged. A long support angle 58 is fixed. The support angle 58 is fixed with a receiving angle 59 as a second base material extending long in the horizontal direction. The lower portion of the extrusion-molded cement board 2 is supported on the receiving angle 59. A packing 19 is provided between the receiving angle 59 and the back-side base material 2 b of the extruded cement board 2. A plurality of clips 6 fastened to the extruded cement board 2 are engaged with the receiving angle 59 which is the second base material, and the mounting bolts 7 are tightened so that the lower side 2S of the extruded cement board 2 is the first. 2 It is fixed to a receiving angle 59 which is a base material. In this lowermost structure, the extruded cement board 2 is attached to the lower H-shaped steel material 56 which is the lower casing by the above-described extruded cement board mounting structure 1.

上側躯体であるH型鋼材39の下側のフランジ39sと、下側躯体となるH型鋼材56の上側のフランジ56uとを渡るように、これらを連結するたわみ抑制補助部材60が固定されている。これにより、第1下地材55及び第2下地材59のたわみ量を減少させ、両下地材55、59のたわみや捻れに起因するクリップ6の留め付けの破損を有効に防止することができる。   A deflection suppressing auxiliary member 60 that connects the lower flange 39s of the H-shaped steel member 39 that is the upper housing and the upper flange 56u of the H-shaped steel material 56 that is the lower housing is fixed. . As a result, the amount of deflection of the first base material 55 and the second base material 59 can be reduced, and the clip 6 can be effectively prevented from being damaged due to the deflection and twisting of the base materials 55 and 59.

押出成形セメント板の取付構造1を横張り取付構造に適用した例を次に説明する。図10は本発明の横張り取付構造の第1実施形態を示す縦断面図であり、図11は図10のB−B線断面図である。横張り取付構造は、中空部3を左右方向である水平方向に延在させた押出成形セメント板2の取付構造であり、本実施形態では躯体に連結された下地材に押出成形セメント板を固定する構造を備えている。   An example in which the extruded cement board mounting structure 1 is applied to a horizontal mounting structure will be described below. 10 is a longitudinal sectional view showing a first embodiment of the horizontal mounting structure of the present invention, and FIG. 11 is a sectional view taken along line BB in FIG. The horizontal mounting structure is a mounting structure of the extruded cement board 2 in which the hollow portion 3 extends in the horizontal direction, which is the left-right direction. In this embodiment, the extruded cement board is fixed to the base material connected to the casing. It has a structure to do.

図10及び図11は建物の最上部の構造を示しており、この横張り取付構造65では躯体となるH型鋼材66にプレート材67が固定されており、上下方向に長く延びる2つの下地材68、68がこのプレート材67を左右から挟み込むように固定されている。これら両下地材68、68と押出成形セメント板2の背面側基材2bとの間にパッキング19が設けられている。横方向に向けられた2枚の押出成形セメント板2、2に留め付けられた複数のクリップ6が、これら下地材68、68に係止されている。それと共に取付ボルト7が締め付けられて、両押出成形セメント板2、2が突き合わされるようにして両下地材68、68に固定されている。最上部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が躯体であるH型鋼材66に取り付けられている。   10 and 11 show the structure of the uppermost part of the building. In this horizontal mounting structure 65, a plate material 67 is fixed to an H-shaped steel material 66 that is a casing, and two base materials that extend long in the vertical direction. 68 and 68 are fixed so as to sandwich the plate material 67 from the left and right. A packing 19 is provided between the base materials 68 and 68 and the back-side base material 2 b of the extruded cement board 2. A plurality of clips 6 fastened to the two extruded cement plates 2 and 2 oriented in the lateral direction are locked to the base materials 68 and 68. At the same time, the mounting bolt 7 is tightened to fix the two extruded cement plates 2 and 2 to the base materials 68 and 68 so that they are abutted against each other. In this uppermost structure, the extruded cement board 2 is attached to the H-shaped steel material 66 which is a casing by the above-described extruded cement board mounting structure 1.

図12は本発明の横張り取付構造の第2実施形態を示す縦断面図であり、図13は図12の横張り取付構造69を押出成形セメント板2の背面側から見た図である。図12及び図13は建物の最下部の構造を示しており、躯体となるH型鋼材70にプレート材71が固定されており、上下方向に長く延びる2つの下地材72、72がこのプレート材71を左右から挟み込むように固定されている。横方向に向けられた2枚の押出成形セメント板2、2に留め付けられた複数のクリップ6が、これら下地材72、72に係止されている。それと共に取付ボルト7が締め付けられて、両押出成形セメント板2、2が突き合わされるようにして両下地材72、72に固定されている。両下地材72、72の下端には受けアングル73が固定されており、この受けアングル73に両押出成形セメント板2、2の下部が支持されている。最下部のこの構造において、上述の押出成形セメント板の取付構造1によって押出成形セメント板2が躯体であるH型鋼材70に取り付けられている。   FIG. 12 is a longitudinal sectional view showing a second embodiment of the horizontal mounting structure of the present invention, and FIG. 13 is a view of the horizontal mounting structure 69 of FIG. 12 viewed from the back side of the extruded cement board 2. 12 and 13 show the structure at the bottom of the building. A plate material 71 is fixed to an H-shaped steel material 70 as a casing, and two base materials 72 and 72 extending in the vertical direction are the plate materials. 71 is fixed so as to be sandwiched from the left and right. A plurality of clips 6 fastened to the two extruded cement plates 2 and 2 oriented in the lateral direction are locked to the base materials 72 and 72. At the same time, the mounting bolt 7 is tightened to fix the two extruded cement plates 2 and 2 to the both base materials 72 and 72 so as to abut each other. A receiving angle 73 is fixed to the lower ends of both the base materials 72, 72, and the lower portions of the two extruded cement plates 2, 2 are supported by the receiving angle 73. In this lowermost structure, the extruded cement board 2 is attached to the H-shaped steel material 70 which is a casing by the above-described extruded cement board mounting structure 1.

上記実施形態の押出成形セメント板の取付構造1を用いれば、挟持部材8が当接部13を有しているため、押出成形セメント板2に負圧や内側からの風圧がかかった時に挟持部材8で背面側基材2bを押圧するのは両隔壁4、4の近傍となる。当接部13を両隔壁4、4の近傍に存在させることで、背面側基材2bのボルト穴29に近い部分にかかる力を極力抑え、挟持部材8から受ける力を可及的に各隔壁4側へ逃がすことがきる。これにより、高い引抜耐力等を得ることができ、取付耐力を格段に向上させることができる。   If the mounting structure 1 of the extrusion-molded cement board of the said embodiment is used, since the clamping member 8 has the contact part 13, when a negative pressure or the wind pressure from the inside is applied to the extrusion-molded cement board 2, it is a clamping member 8 presses the back-side base material 2b in the vicinity of both the partition walls 4 and 4. By making the contact portion 13 be in the vicinity of both the partition walls 4, 4, the force applied to the portion near the bolt hole 29 of the back-side base material 2 b is suppressed as much as possible, and the force received from the clamping member 8 is as much as possible. I can escape to the 4th side. Thereby, a high pulling strength can be obtained, and the mounting strength can be remarkably improved.

断面矩形状に形成された中空部3を有する一般的な押出成形セメント板2を使用できるため、コストアップとならない。従来技術では、取付耐力を向上させるために押出成形セメント板に厚肉部が構成されることとなっていたが、本実施形態で使用される押出成形セメント板2は一般的なものであるため肉厚部は存在しない。そのため、押出成形セメント板2の重量が増大せず、運搬性や施工性の低下を招かないようにすることができる。   Since a general extruded cement board 2 having a hollow portion 3 formed in a rectangular cross section can be used, the cost is not increased. In the prior art, a thick-walled portion was formed on the extruded cement board in order to improve the mounting strength, but the extruded cement board 2 used in this embodiment is a general one. There is no thick part. Therefore, the weight of the extrusion-molded cement board 2 does not increase, and it is possible to prevent a decrease in transportability and workability.

挟持部材8は、離間部12と、両隔壁4、4の近傍で背面側基材2bに当接する当接部13とからなり、多少の位置ずれがあっても当該当接部13は背面側基材2bに確実に当接する。そのため、押出成形セメント板2のボルト穴29の位置決めに高い精度が要求されず、ボルト穴29の加工に手間がかからない。   The clamping member 8 includes a separation portion 12 and a contact portion 13 that comes into contact with the back-side base material 2b in the vicinity of both the partition walls 4 and 4. Even if there is a slight misalignment, the contact portion 13 remains on the back side. It reliably contacts the substrate 2b. Therefore, high accuracy is not required for positioning of the bolt hole 29 of the extrusion-molded cement board 2, and processing of the bolt hole 29 does not take time.

背面側基材2bのボルト穴29の加工で切削屑が残存した場合であっても、挟持部材8の離間部12はボルト穴29から離れているため、挟持部材8と背面側基材2bの間に切削屑が挟まれることがない。そのため、残存する切削屑に起因する力の集中を防止することができる。また取付ボルト7を締め付けることで、挟持部材8とクリップ6に挟まれた背面側基材2bに常時発生する力も低減される。   Even if cutting scraps remain in the processing of the bolt hole 29 of the back-side base material 2b, the spacing portion 12 of the clamping member 8 is separated from the bolt hole 29, so that the clamping member 8 and the back-side base material 2b No cutting waste is caught between them. For this reason, it is possible to prevent concentration of force due to the remaining cutting waste. Further, by tightening the mounting bolt 7, the force that is always generated on the back-side base material 2 b sandwiched between the clamping member 8 and the clip 6 is also reduced.

このような押出成形セメント板の取付構造1を、縦張り取付構造及び横張り取付構造に用いることで、風圧が大きくかかり高い取付耐力が必要な部位への縦張りでの施工及び横張りでの施工が可能となる。以上説明したとおり、一般的な押出成形セメント板2を使用でき、押出成形セメント板2の重量が増大せず、かつボルト穴29の加工に手間がかからない。そのため、コストアップを招くようなことがなく、運搬性、施工性及び加工性を低下させない。それと共に、挟持部材8から受ける力は両隔壁4、4側へ逃がされるため、取付耐力が向上し、押出成形セメント板2の取り付け信頼性を格段に向上させることができる。これにより、押出成形セメント板2の高い取付耐力を必要とする部位での施工が可能となり、屋上目隠し壁等の過酷な環境において、押出成形セメント板2を長期間に渡って使用することができる。   By using such an extrusion-molded cement board mounting structure 1 for a vertical mounting structure and a horizontal mounting structure, it is possible to apply a vertical tension to a site where a high wind resistance is required and a high mounting strength is required, and a horizontal mounting. Construction is possible. As described above, a general extrusion-molded cement board 2 can be used, the weight of the extrusion-molded cement board 2 does not increase, and the processing of the bolt holes 29 does not take time. Therefore, there is no cost increase, and transportability, workability, and workability are not reduced. At the same time, since the force received from the clamping member 8 is released to the both partition walls 4 and 4 side, the mounting strength is improved, and the mounting reliability of the extruded cement board 2 can be remarkably improved. As a result, it is possible to construct the extruded cement board 2 at a site that requires high mounting strength, and the extruded cement board 2 can be used for a long period of time in a harsh environment such as a rooftop blindfold wall. .

本発明は上記実施形態に限定するものではない。開示した実施形態は、本発明に係る押出成形セメント板の取付構造、縦張り取付構造及び横張り取付構造の例示であり制限的なものではない。本発明の押出成形セメント板の取付構造の適用対象となる縦張り取付構造及び横張り取付構造は限定されない。押出成形セメント板の取付構造に用いるクリップ、取付ボルト、必要に応じて設けられる他の部材は本発明の効果を損なわない限りにおいてどのような形態のものであってもよい。   The present invention is not limited to the above embodiment. The disclosed embodiment is an example of the extruded cement board mounting structure, vertical mounting structure, and horizontal mounting structure according to the present invention, and is not restrictive. The vertically attached structure and the horizontally attached structure to which the extruded cement board attaching structure of the present invention is applied are not limited. The clip, the mounting bolt, and other members provided as necessary for the extruded cement board mounting structure may be in any form as long as the effects of the present invention are not impaired.

1 押出成形セメント板の取付構造
2 押出成形セメント板
2U、2S 押出成形セメント板の上側、下側
2a、2b 押出成形セメント板の表面側基材、背面側基材
3 中空部
4 隔壁
5 下地材
6 クリップ
7 取付ボルト
8、20、23、26 挟持部材
9 螺合部
10 内側部分
11 外側部分
12 離間部
13 当接部
14 空洞部
15 スプリングワッシャ
16 ワッシャ
17 切込部
18 傾斜部
19 パッキング
21 基板
22 薄板部材
24 本体部
25 当接脚部
27 基板
28 薄長板部材
29 ボルト穴
30 当接部分
31 基部
32 係止部
35、50 縦張り取付構造
36 上側躯体、H型鋼材(図5)
37、55 第1下地材
38、51 上側構造
39 下側躯体、H型鋼材(図5)
39 上側躯体、H型鋼材(図8)
40 第2下地材、受けアングル
41、52 下側構造
42、60 たわみ抑制補助部材
43、44、54、57 L型アングル
45、58 支持アングル
56 下側躯体、H型鋼材(図8)
59 第2下地材、受けアングル
65、69 横張り取付構造
66、70 H型鋼材
67、71 プレート材
68、72 下地材
73 受けアングル
t1 当接部と各隔壁との距離
t2 背面側基材と離間部との間隔
n1 当接部の長さ
n2 背面側基材の厚み
n3 隔壁の厚み
DESCRIPTION OF SYMBOLS 1 Extruded cement board mounting structure 2 Extruded cement board 2U, 2S Upper side, lower side 2a, 2b Extruded cement board surface side base material, back side base material 3 Hollow part 4 Bulkhead 5 Base material 6 clip 7 mounting bolt 8, 20, 23, 26 clamping member 9 screwing part 10 inner part 11 outer part 12 separating part 13 contact part 14 cavity part 15 spring washer 16 washer 17 notch part 18 inclined part 19 packing 21 substrate 22 Thin plate member 24 Body portion 25 Contact leg portion 27 Substrate 28 Thin plate member 29 Bolt hole 30 Contact portion 31 Base portion 32 Locking portion 35, 50 Vertical attachment structure 36 Upper casing, H-shaped steel (FIG. 5)
37, 55 First base material 38, 51 Upper structure 39 Lower casing, H-shaped steel (FIG. 5)
39 Upper housing, H-shaped steel (Figure 8)
40 Second base material, receiving angle 41, 52 Lower structure 42, 60 Deflection suppression auxiliary member 43, 44, 54, 57 L-shaped angle 45, 58 Support angle 56 Lower housing, H-shaped steel (FIG. 8)
59 Second base material, receiving angle 65, 69 Horizontal mounting structure 66, 70 H-type steel material 67, 71 Plate material 68, 72 Base material 73 receiving angle t1 Distance between the abutting portion and each partition t2 Back side base material Distance from the separation part n1 Length of the contact part n2 Thickness of the back side base material n3 Thickness of the partition

Claims (4)

断面矩形状に形成された複数の中空部が一方向に並設された押出成形セメント板を、下地材を介して建物の躯体に取り付ける押出成形セメント板の取付構造において、
前記下地材に留め付けられるクリップと、このクリップを貫通すると共に前記押出成形セメント板の背面側から前記何れかの中空部に貫通する取付ボルトと、当該中空部内に設けられて前記取付ボルトと螺合し前記押出成形セメント板の背面側基材を内側から挟持する挟持部材とを備えた押出成形セメント板の取付構造であって、
前記挟持部材は、前記取付ボルトと螺合する螺合部を有すると共に前記背面側基材から離間している離間部と、この離間部における前記中空部の両側の隔壁側に延設されて当該両隔壁の近傍で前記背面側基材に当接する当接部とからなることを特徴とする押出成形セメント板の取付構造。
In the mounting structure of an extruded cement board, in which an extruded cement board in which a plurality of hollow portions formed in a rectangular cross section are arranged in one direction is attached to a building frame via a base material,
A clip fastened to the base material, a mounting bolt that penetrates the clip and penetrates any one of the hollow portions from the back side of the extruded cement plate, and a screw that is provided in the hollow portion and screwed A mounting structure for an extruded cement board comprising a sandwiching member for sandwiching the back side base material of the extruded cement board from the inside,
The clamping member has a threaded portion that is threadedly engaged with the mounting bolt and is spaced from the back-side base material, and extends to the partition walls on both sides of the hollow portion in the spaced portion. An extruded cement board mounting structure comprising: an abutting portion that abuts against the back side base material in the vicinity of both partition walls.
前記挟持部材は長短辺を有する平面視矩形状に形成されて前記当接部が当該挟持部材の長辺部として構成されており、当該当接部が前記両隔壁に沿って存在していることを特徴とする請求項1に記載の押出成形セメント板の取付構造。   The holding member is formed in a rectangular shape in plan view having long and short sides, the contact portion is configured as a long side portion of the holding member, and the contact portion exists along both the partition walls. The extrusion-molded cement board mounting structure according to claim 1. 押出成形セメント板の中空部を鉛直方向に延在させた縦張り取付構造において、
上側躯体に連結された第1下地材を介して前記押出成形セメント板の上側を固定する上側構造と、
下側躯体に連結された第2下地材を介して前記押出成形セメント板の下側を固定する下側構造と、
前記上側躯体と前記下側躯体とを連結して当該両躯体間のたわみを抑制するたわみ抑制補助部材と、
前記押出成形セメント板の上側及び下側を、それぞれ前記第1及び第2下地材に固定する押出成形セメント板の取付構造とを備え、
前記押出成形セメント板の取付構造が、請求項1又は2に記載の押出成形セメント板の取付構造であることを特徴とする縦張り取付構造。
In the vertical installation structure in which the hollow part of the extruded cement board extends in the vertical direction,
An upper structure for fixing the upper side of the extruded cement plate via a first base material connected to the upper housing;
A lower structure for fixing the lower side of the extruded cement plate via a second base material connected to the lower housing;
A deflection suppressing auxiliary member that connects the upper casing and the lower casing to suppress deflection between the two casings;
An extrusion cement board mounting structure for fixing the upper and lower sides of the extrusion cement board to the first and second base materials, respectively.
3. A vertically attached mounting structure, wherein the extruded cement board mounting structure is the extruded cement board mounting structure according to claim 1 or 2.
押出成形セメント板の中空部を水平方向に延在させた横張り取付構造において、
躯体に連結された下地材に前記押出成形セメント板を固定する押出成形セメント板の取付構造を備え、
前記押出成形セメント板の取付構造が、請求項1又は2に記載の押出成形セメント板の取付構造であることを特徴とする横張り取付構造。
In the horizontal mounting structure in which the hollow part of the extruded cement board extends in the horizontal direction,
An extrusion cement board mounting structure for fixing the extrusion cement board to the base material connected to the housing;
3. A horizontal mounting structure, wherein the extruded cement board mounting structure is the extruded cement board mounting structure according to claim 1 or 2.
JP2014261164A 2014-12-24 2014-12-24 Mounting structure of extrusion cement plate, vertical mounting structure and horizontal mounting structure Active JP6504810B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014261164A JP6504810B2 (en) 2014-12-24 2014-12-24 Mounting structure of extrusion cement plate, vertical mounting structure and horizontal mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014261164A JP6504810B2 (en) 2014-12-24 2014-12-24 Mounting structure of extrusion cement plate, vertical mounting structure and horizontal mounting structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2019055999A Division JP6726784B2 (en) 2019-03-25 2019-03-25 Clamping member used for mounting structure of extrusion molded cement board

Publications (2)

Publication Number Publication Date
JP2016121464A true JP2016121464A (en) 2016-07-07
JP6504810B2 JP6504810B2 (en) 2019-04-24

Family

ID=56328064

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014261164A Active JP6504810B2 (en) 2014-12-24 2014-12-24 Mounting structure of extrusion cement plate, vertical mounting structure and horizontal mounting structure

Country Status (1)

Country Link
JP (1) JP6504810B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031875A (en) * 2017-08-09 2019-02-28 株式会社ノザワ Installation structure of extrusion molding cement plate, and nut for extrusion molding cement plate used in the same

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3842554A (en) * 1973-06-20 1974-10-22 Illinois Tool Works Curtain wall and mounting clip therefore
JPH05331934A (en) * 1992-05-28 1993-12-14 Asahi Chem Ind Co Ltd Metal fixture of hollow extruded plate and fitting structure
JPH09228473A (en) * 1996-02-26 1997-09-02 Taisei Corp Mechanism for resisting horizontal force in structure
JPH1046664A (en) * 1996-08-02 1998-02-17 Nippon Steel Corp Beam penetrative steel frame system
JP2006348581A (en) * 2005-06-16 2006-12-28 Nozawa Corp Outer wall panel fixture, outer wall panel installing structure and its installing method
JP2007092290A (en) * 2005-09-27 2007-04-12 Nozawa Corp Mounting structure of panel for outside insulation
JP2011149229A (en) * 2010-01-22 2011-08-04 Ohbayashi Corp Structure and seismic strengthening method

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3842554A (en) * 1973-06-20 1974-10-22 Illinois Tool Works Curtain wall and mounting clip therefore
JPH05331934A (en) * 1992-05-28 1993-12-14 Asahi Chem Ind Co Ltd Metal fixture of hollow extruded plate and fitting structure
JPH09228473A (en) * 1996-02-26 1997-09-02 Taisei Corp Mechanism for resisting horizontal force in structure
JPH1046664A (en) * 1996-08-02 1998-02-17 Nippon Steel Corp Beam penetrative steel frame system
JP2006348581A (en) * 2005-06-16 2006-12-28 Nozawa Corp Outer wall panel fixture, outer wall panel installing structure and its installing method
JP2007092290A (en) * 2005-09-27 2007-04-12 Nozawa Corp Mounting structure of panel for outside insulation
JP2011149229A (en) * 2010-01-22 2011-08-04 Ohbayashi Corp Structure and seismic strengthening method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019031875A (en) * 2017-08-09 2019-02-28 株式会社ノザワ Installation structure of extrusion molding cement plate, and nut for extrusion molding cement plate used in the same
JP6998105B2 (en) 2017-08-09 2022-01-18 株式会社ノザワ The mounting structure of the extruded cement board and the nut for the extruded cement board used for this mounting structure.

Also Published As

Publication number Publication date
JP6504810B2 (en) 2019-04-24

Similar Documents

Publication Publication Date Title
CN210459726U (en) Aluminum plate furred ceiling structure of preventing falling
JP2016121464A (en) Mounting structure of extrusion molding cement plate, and vertical mounting structure and horizontal mounting structure thereof
JP6726784B2 (en) Clamping member used for mounting structure of extrusion molded cement board
JP2019070272A (en) Fixing bracket for tile locking member
FI130480B (en) Arrangement for fastening solar panels
JP3159980U7 (en)
JP6998105B2 (en) The mounting structure of the extruded cement board and the nut for the extruded cement board used for this mounting structure.
KR20140002573U (en) Clamp for ladder cable tray
JP6538475B2 (en) Waterproof device
JP4602789B2 (en) Vertical stacking method of extruded cement board and its structure
KR102321384B1 (en) Mounting bracket for building panel and mounting structure of building panel using the same
JP2017043954A (en) Wall panel installing auxiliary tool and wall structure using the same
JP2011208489A (en) Eaves
JP6185811B2 (en) Exterior material construction base material and exterior material construction method
JP2007327321A (en) Form structure
WO2015056396A1 (en) Mounting apparatus for solar battery module
US20140215960A1 (en) Grating Clamp and Method for Fixing a Grating to a Support
JP5788470B2 (en) Solar cell module mounting base
CN110965796B (en) Prefabricated assembled component protection mould of reusable type
KR101664655B1 (en) Heat insulation bracket
JP5199856B2 (en) External wall panel mounting structure
JP6109219B2 (en) Temporary scaffold
JP6516982B2 (en) Ceiling fall prevention device
WO2016199336A1 (en) Solar cell module frame and solar cell module
JP6366925B2 (en) Dry storage structure of sash frame

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171113

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180809

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180816

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181002

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: 20190307

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190326

R150 Certificate of patent or registration of utility model

Ref document number: 6504810

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250