JP2009023063A - Nail driving machine and construction method of wall heat-insulation structure - Google Patents

Nail driving machine and construction method of wall heat-insulation structure Download PDF

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JP2009023063A
JP2009023063A JP2007190544A JP2007190544A JP2009023063A JP 2009023063 A JP2009023063 A JP 2009023063A JP 2007190544 A JP2007190544 A JP 2007190544A JP 2007190544 A JP2007190544 A JP 2007190544A JP 2009023063 A JP2009023063 A JP 2009023063A
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nail
double
head
wall
headed
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Shigekiyo Tsuge
茂清 柘植
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KIKKONA KK
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KIKKONA KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a nail driving machine for driving a double-headed nail, and a construction method of a wall heat-insulation structure using this driving machine. <P>SOLUTION: In the driving machine 1, an upper side guide groove 21 and a lower side guide groove 22 parallel to each other are arranged on a guideway 15 in a nail magazine 8, and an upper side head part 3a and a lower side head part 3b of the double-headed nail 2 are, respectively, arranged in the upper side guide groove 21 and in the lower side guide groove 22 to transfer the double-headed nail 2 to a nail striking and pressing position P by making the double-headed nail 2 travel on the surface of the guideway 15. By using this driving machine 1, the double-headed nail 2 is driven so that a tip end reaches a pillar, and the lower side head part 3b reaches a load-bearing face material, and the upper side head part 3a reaches an outside heat-insulating material, respectively, thereby fixing a wall heat-insulated unit to a wall frame structure such as the pillar, to thereby construct a wall heat-insulated structure. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、釘打機、及び該釘打機を用いて壁断熱構造を構築する方法に関するものである。   The present invention relates to a nailing machine and a method for constructing a wall insulation structure using the nailing machine.

従来、建物の外断熱壁構造として、建物の躯体の外壁面上に断熱材層を設け、さらにその上に外壁材仕上げ材を設置する外断熱壁構造が一般に提供されている(例えば、特許文献1〜3参照。)。   2. Description of the Related Art Conventionally, as an external heat insulating wall structure of a building, an external heat insulating wall structure in which a heat insulating material layer is provided on the outer wall surface of a building frame and an outer wall material finishing material is further provided thereon is generally provided (for example, Patent Documents). 1-3.)

さらに、本発明者は、耐力面材の両側に断熱材を配した壁用断熱ユニットが壁躯体構造(例えば柱体)に固定されてなる壁断熱構造を提供すると共に、壁用断熱ユニットを壁躯体構造に固定する為の締結材として、上下二段の頭部を有するいわゆる二重頭釘を採用することも提案している(特許文献4参照。)。   Furthermore, the present inventor provides a wall heat insulating structure in which a heat insulating unit for a wall in which heat insulating materials are arranged on both sides of a load bearing surface member is fixed to a wall frame structure (for example, a column), and the wall heat insulating unit is attached to a wall. It has also been proposed to employ a so-called double-headed nail having two upper and lower heads as a fastening material for fixing to the frame structure (see Patent Document 4).

特開2005−002747号公報(第4−5頁、第1図)Japanese Patent Laying-Open No. 2005-002747 (page 4-5, FIG. 1) 特許第3215826号公報Japanese Patent No. 3215826 特開2004−52362号公報JP 2004-52362 A 特開2006−307439号公報JP 2006-307439 A

しかしながら、特許文献4に開示された構成にあっては、二重頭釘を手作業で一本一本打ち込む必要があり、所要の壁断熱構造を構築するのには非常に手間と時間がかかり全体として壁断熱構造のコストが高騰してしまう問題があった。また、二重頭釘の打ち込み作業にあって、その打ち込み深さには熟練を要する場合もあり、作業者によって仕上がりにばらつきが生じてしまうこともあった。   However, in the configuration disclosed in Patent Document 4, it is necessary to manually drive the double head nails one by one, and it takes much time and time to construct the required wall insulation structure. There was a problem that the cost of the wall insulation structure would rise. Further, in the driving operation of the double head nails, the driving depth may require skill, and the finish may vary depending on the operator.

ところで、従来、上端のみに頭部を有する汎用の釘を一定の打圧力で高速に打ち出すことができる釘打機は種々提案されているが、上述した二重頭釘を安定かつ確実に、一定の打圧力で高速に打ち出すことができる二重頭釘対応の釘打機は未だ提案されていない。   By the way, conventionally, various nailing machines capable of driving a general-purpose nail having a head only at the upper end at a high speed with a constant striking pressure have been proposed. A nailing machine for double-headed nails that can be launched at high speed with a striking pressure has not yet been proposed.

そこで、本発明は、上記問題を解決することができる釘打機、及び、該釘打機を用いた壁断熱構造構築方法を提供することを目的とする。   Then, an object of this invention is to provide the nailing machine which can solve the said problem, and the wall heat insulation structure construction method using this nailing machine.

本発明は、多数本の釘が連結帯によって相互連結されてなる釘連結物が巻回されて巻束とされた釘巻束を収納する釘巻束収納部と、該釘巻束収納部から引き出された釘連結物を釘打圧位置まで案内する釘案内路とからなる釘マガジンを備え、該釘案内路に案内されて釘打圧位置に到達した釘を、ワークに向かって順次打圧して該釘を打ち出す釘打機において、前記釘は、上下二段に配された上側頭部と下側頭部とを有する二重頭釘であって、前記釘案内路の路面には、互いに平行な二つの案内凹溝が釘の案内方向に沿って配設され、かつ、両案内凹溝は、前記釘マガジンに対して開閉する蓋体によって被覆されると共に、二重頭釘が釘打圧位置まで移送される際には、当該二重頭釘の各頭部が蓋体によって被覆された各案内凹溝内に配置され、各頭部が各案内凹溝に誘導されながらその溝内を走行することを特徴とする釘打機である。   The present invention relates to a nail bundle storage portion for storing a nail bundle formed by winding a nail connection product in which a large number of nails are interconnected by a connection band, and a nail bundle storage portion. A nail magazine comprising a nail guide path for guiding a drawn nail connection to a nail hitting position is provided, and the nails guided by the nail guide path and reaching the nail hitting position are sequentially hit against the workpiece. In the nailing machine for driving out the nail, the nail is a double-headed nail having an upper head portion and a lower head portion arranged in two upper and lower stages, and parallel to each other on the road surface of the nail guide path Two guide grooves are disposed along the guide direction of the nail, and both guide grooves are covered with a lid that opens and closes with respect to the nail magazine, and the double-headed nail is positioned at the nail hammering position. Each head of the double-headed nail is disposed in each guide groove covered with a lid. A nailing machine, characterized in that each head is traveling its groove while being guided to the guide groove.

上述のように、二重頭釘が釘案内路を走行する際には、その上下の各頭部が各案内凹溝内を、溝壁又は蓋体による案内作用を受けながら釘打圧位置に向けて走行することとなる。ここで、両案内凹溝は、二重頭釘の当該軸方向の変動を適正に制限すると共に、蓋体は、二重頭釘が釘案内路の路面から飛び出すことを制限する。これにより、釘案内路を走行する釘連結物の姿勢が安定し、円滑に当該釘連結物が釘打圧位置に供給される。ここで、汎用の釘(一頭釘)対応の公知の釘打機は、ワイヤによって多数本の釘が互いに連結された釘連結物が装填され、該釘連結物が釘案内路を走行する構成が一般的であるところ、上記本発明に係る構成とすることにより本発明に釘連結物対応の市販品の釘打機を流用することも可能となる。なお、本発明に係る案内凹溝の溝幅は、二重頭釘の各頭部の肉厚を考慮して、変動を適正に制限しつつ該頭部が円滑に溝内を走行できるよう適宜設定されるものである。   As described above, when the double-headed nail travels along the nail guide path, the upper and lower heads of the double-headed nails are directed to the nail hitting position while being guided by the groove walls or lids in the guide grooves. Will run. Here, both guide grooves properly limit the axial variation of the double-headed nail, and the lid body restricts the double-headed nail from popping out from the road surface of the nail guideway. As a result, the posture of the nail connection traveling on the nail guide path is stabilized, and the nail connection is smoothly supplied to the nail hitting position. Here, a known nail driver corresponding to a general-purpose nail (single-headed nail) is loaded with a nail connection in which a number of nails are connected to each other by a wire, and the nail connection travels on a nail guide path. In general, by adopting the configuration according to the present invention, it is possible to divert a commercially available nail driver corresponding to the nail connector to the present invention. In addition, the groove width of the guide groove according to the present invention is set as appropriate so that the head can smoothly run in the groove while properly limiting fluctuations in consideration of the thickness of each head of the double-headed nail. It is what is done.

また、上記構成にあって、前記蓋体の内周面に、案内凹溝を被覆する遮閉状態で少なくともいずれかの案内凹溝に並行状に対向して互いに溝内が連通する補助案内凹溝が配設され、二重頭釘が釘打圧位置まで移送される際には、当該案内凹溝を走行する頭部が補助案内凹溝の溝内も走行する構成としても良い。   Further, in the above-described configuration, the auxiliary guide recess in which the inside of the groove communicates with the inner peripheral surface of the lid body in a closed state covering the guide recess and facing at least one of the guide recesses in parallel. When the groove is provided and the double-headed nail is transferred to the nail hammering position, the head that travels in the guide groove may travel in the groove of the auxiliary guide groove.

かかる構成にあっては、案内凹溝と補助案内凹溝とで両側を挟まれた案内通路を頭部が走行することとなるため、溝内での頭部の走行を妨げることなく、当該頭部を両側から適度に保持して溝内から飛び出すことを防止し、二重頭釘が釘案内路から脱離することを防いでいる。   In such a configuration, the head travels in the guide passage sandwiched between the guide groove and the auxiliary guide groove, so that the head does not interfere with the travel of the head in the groove. The part is held moderately from both sides to prevent it from jumping out of the groove, and the double-headed nail is prevented from being detached from the nail guide path.

また、これまでに述べた二重頭釘を発射する釘打機を用いて、以下に示す壁断熱構造を構築する方法が提案される。すなわち、本発明は、耐力面材の内外両側に断熱材がそれぞれ貼着され、外側の断熱材は該耐力面材と縦横同寸法に設定され、内側の断熱材の所定箇所には切欠き部が形成されてなる壁用断熱ユニットを、壁躯体構造を構成する柱体を前記切欠き部に嵌合することにより当該壁躯体構造に仮固定し、さらに請求項1又は請求項2記載の釘打機により二重頭釘を、先端が前記柱体へ、下側頭部が前記耐力面材の外側表面へ、上側頭部が前記外側の断熱材へそれぞれ達するように壁用断熱ユニットに対して外側から打ち込んで、壁断熱ユニットを壁躯体構造に固定し、壁断熱ユニットと壁躯体構造とからなる壁断熱構造を構築することを特徴とする壁断熱構造構築方法である。   In addition, a method for constructing the following wall heat insulating structure using the nailing machine for firing the double-headed nail described so far is proposed. That is, according to the present invention, the heat insulating material is adhered to both the inside and outside of the load bearing surface material, the outer heat insulating material is set to have the same vertical and horizontal dimensions as the load bearing surface material, and a notch portion is formed at a predetermined position of the inner heat insulating material. 3. The nail according to claim 1, further comprising: a wall heat insulating unit formed by temporarily fixing the wall heat insulating unit to the wall housing structure by fitting a pillar constituting the wall housing structure into the notch. Double-headed nails with a hammer, against the wall insulation unit so that the tip reaches the pillar, the lower head reaches the outer surface of the load bearing face, and the upper head reaches the outer insulation. A wall heat insulation structure construction method is characterized in that a wall heat insulation unit is fixed to a wall housing structure by driving in from the outside, and a wall heat insulation structure comprising the wall heat insulation unit and the wall housing structure is constructed.

かかる構成とすることにより、手作業を排除して、二重頭釘を用いた壁断熱構造を構築することができる。   By adopting such a configuration, it is possible to eliminate the manual work and construct a wall heat insulating structure using a double headed nail.

さらに、上記方法にあっては、二重頭釘の上側頭部と下側頭部との離間距離を、壁断熱ユニットを構成する外側の断熱材の肉厚とほぼ等しくする構成が提案される。   Furthermore, in the above method, a configuration is proposed in which the distance between the upper and lower heads of the double-headed nail is substantially equal to the thickness of the outer heat insulating material constituting the wall heat insulating unit.

かかる構成にあっては、上側頭部を外側の断熱材の外側表面から視認可能な程度の深さで打ち込めば、丁度、下側頭部が耐力面材の外側表面へ達することとなるため、釘打ち深さを最小限とすることができる。また、上側頭部が外側の断熱材に到達していることを目視で確認すれば、少なくとも下側頭部が耐力面材の外表面に達していることを容易に推察することができる。   In such a configuration, if the upper head is driven at a depth that is visible from the outer surface of the outer heat insulating material, the lower head just reaches the outer surface of the load bearing surface, The nail depth can be minimized. Further, if it is visually confirmed that the upper head portion has reached the outer heat insulating material, it can be easily estimated that at least the lower head portion has reached the outer surface of the load bearing member.

なお、前記構成にあっては、二重頭釘の上側頭部と下側頭部との離間距離を35mmとし、外側の断熱材の肉厚を、35mm〜40mmとする構成が好適である。   In addition, in the said structure, the structure which sets the separation distance of the upper side head and lower side head of a double head nail to 35 mm, and makes the thickness of an outer heat insulating material 35 mm-40 mm is suitable.

かかる構成とすることにより、現行の建築基準法に適合した壁断熱構造を構築することができる。   By adopting such a configuration, it is possible to construct a wall heat insulating structure that conforms to the current building standard law.

また、上側頭部の頂上面に、下側頭部も有する二重頭釘であることを示す識別標識が付された二重頭釘を用いる構成としても良い。   Moreover, it is good also as a structure using the double head nail which attached | subjected the identification mark which shows that it is a double head nail which also has a lower head on the top surface of an upper head.

かかる構成とすることにより、二重頭釘が外側の断熱材に打ち込まれて下側頭部が視認不能であるときでも、作業者は、外側に露出した上側頭部の頂上面の識別標識を視認して当該釘が二重頭釘であることを認識することができる。これにより、その他の構成の釘(例えば汎用の一頭釘)を併用していた場合でも釘の種別を判別でき、該識別標識に基づき、壁断熱ユニットと壁躯体構造とが二重頭釘によって確かに結合されている、という安全確認も容易となる。   With this configuration, even when the double-headed nail is driven into the outer heat insulating material and the lower head is invisible, the operator can visually recognize the identification mark on the top surface of the upper head exposed outside. Thus, it can be recognized that the nail is a double-headed nail. This makes it possible to identify the type of nail even when other types of nails (for example, general-purpose single-headed nails) are used in combination, and based on the identification mark, the wall insulation unit and the wall frame structure are surely formed by the double-headed nails. Safety confirmation that they are combined is also easy.

なお、二重頭釘の軸径を、2.7mm〜3.3mmとすることが望ましい。   In addition, it is desirable for the shaft diameter of a double head nail to be 2.7 mm-3.3 mm.

かかる構成とすることにより、現行の建築基準法に適合した壁断熱構造を構築することができる。   By adopting such a configuration, it is possible to construct a wall heat insulating structure that conforms to the current building standard law.

本発明の釘打機は、釘案内路の路面に平行な二つの案内凹溝を配設し、二重頭釘の各頭部を蓋体によって被覆された各案内凹溝内に配置し、各頭部を各案内凹溝の溝内を走行させて当該二重頭釘を釘打圧位置まで移送するようにしたため、二重頭釘からなる釘連結物を安定かつ円滑に釘打圧位置まで案内することが可能となり、該釘打圧位置から一定の打圧力で高速に二重頭釘を打ち出すことができる効果を奏する。   The nailing machine of the present invention has two guide grooves parallel to the road surface of the nail guide path, each head of the double head nail is disposed in each guide groove covered with a lid, Since the head is moved in the groove of each guide groove and the double head nail is transferred to the nail hitting position, the nail connection composed of the double head nail is stably and smoothly guided to the nail hitting position. This makes it possible to drive a double-headed nail at a high speed from the nail hitting position at a constant hitting pressure.

また、蓋体に補助案内凹溝を設け、案内凹溝を走行する頭部が補助案内凹溝の溝内も走行する構成とした場合は、二重頭釘の釘案内路からの脱離を防止できる効果がある。   Also, if the cover is provided with an auxiliary guide groove, and the head that travels in the guide groove also moves in the groove of the auxiliary guide groove, the double head nail is prevented from being detached from the nail guide path. There is an effect that can be done.

また、本発明に係る壁断熱構造構築方法は、壁用断熱ユニットを、請求項1又は請求項2記載の釘打機により、二重頭釘を、先端が前記柱体へ、下側頭部が前記耐力面材の外側表面へ、上側頭部が前記外側の断熱材へそれぞれ達するように壁用断熱ユニットに対して外側から打ち込むことにより壁躯体構造に固定し、壁断熱構造を構築するようにしたため、手作業による二重頭釘の釘打ちが排除されることとなり、一定の打圧力で高速に二重頭釘を打ち出して、壁断熱構造を低コストかつ短時間で構築することができる効果を奏する。また、釘打機を用いることにより、釘打ち精度が向上して品質が均一化する効果も奏する。   Moreover, the wall heat insulation structure construction method according to the present invention includes a wall heat insulation unit, a double head nail, a tip to the pillar, and a lower head to a nailing machine according to claim 1 or 2. Fixing to the wall frame structure by driving from the outside against the heat insulating unit for the wall so that the upper head reaches the outer heat insulating material to the outer surface of the load bearing surface material, and constructs a wall heat insulating structure As a result, it is possible to eliminate the double-headed nail nailing by manual work, and the double-headed nail can be driven out at a high speed with a constant striking pressure, so that the wall insulation structure can be constructed at low cost and in a short time. . In addition, by using a nailing machine, the nailing accuracy is improved and the quality is uniformed.

また、二重頭釘の頭部の離間距離を、壁断熱ユニットを構成する外側の断熱材の肉厚とほぼ等しくする構成とした場合は、上側頭部を外側断熱材の外側表面に達する深さで打ち込んで下側頭部を耐力面材の外側表面へ到達させることができるため、釘打ち深さを最小限とすることができる効果がある。また、上側頭部が外側断熱材に達していることを目視確認するだけで、少なくとも下側頭部が耐力面材の外表面に達していることを容易に推察することができる効果がある。   If the double head nail head separation distance is set to be approximately equal to the thickness of the outer heat insulating material that constitutes the wall heat insulating unit, the depth at which the upper head reaches the outer surface of the outer heat insulating material. Since the lower head can be made to reach the outer surface of the load-bearing face material, the nail driving depth can be minimized. In addition, there is an effect that it is possible to easily infer that at least the lower head reaches the outer surface of the load bearing member only by visually confirming that the upper head reaches the outer heat insulating material.

また、二重頭釘の上側頭部と下側頭部との離間距離を35mmとし、外側の断熱材の肉厚を、35mm〜40mmとした場合は、現行の建築基準法に適合した壁断熱構造を構築することができる。   In addition, when the distance between the upper and lower heads of the double-headed nail is 35 mm and the wall thickness of the outer heat insulating material is 35 mm to 40 mm, the wall insulation structure conforming to the current building standard law Can be built.

また、上側頭部の頂上面に、下側頭部を有する釘であることを示す識別標識が付された二重頭釘を用いる構成とした場合は、外側に露出した上側頭部の頂上面に付された識別標識を視認するだけで当該釘が二重頭釘であることを容易に確認できるため、釘の種別が容易となって、壁断熱ユニットと壁躯体構造とが二重頭釘によって確かに結合されている、という安全確認がしやすいという効果がある。   In addition, in the case of using a double-headed nail with an identification mark indicating that it is a nail having a lower head on the top surface of the upper head, the top surface of the upper head exposed to the outside is used. It is easy to confirm that the nail is a double-headed nail simply by visually recognizing the attached identification sign, so that the type of nail is easy, and the wall insulation unit and the wall frame structure are surely connected by the double-headed nail. There is an effect that it is easy to confirm safety that they are combined.

また、二重頭釘の軸径を、2.7mm〜3.3mmとした場合は、現行の建築基準法に適合した壁断熱構造を構築することができる。   Moreover, when the shaft diameter of the double-headed nail is set to 2.7 mm to 3.3 mm, a wall heat insulating structure that conforms to the current building standard law can be constructed.

本発明に係る釘打機1を、図1〜図6に従って説明する。なお、本実施例に係る釘打機1は、圧縮空気を動力源とする高圧ロール型であり、いわゆる二重頭釘2を打ち出すものである。この二重頭釘2は、図2等に示すように、上下二段に配された、軸径Dに対して幅広の上側頭部3aと下側頭部3bとを有し、公知品を好適に採用することができる。   A nailing machine 1 according to the present invention will be described with reference to FIGS. The nail driver 1 according to the present embodiment is a high-pressure roll type that uses compressed air as a power source, and drives a so-called double-headed nail 2. As shown in FIG. 2 and the like, this double-headed nail 2 has an upper head 3a and a lower head 3b that are arranged in two upper and lower stages and are wide with respect to the shaft diameter D. Can be adopted.

ところで、打ち出し前の二重頭釘2は、図2に示すように、上下二本の金属製ワイヤ5a,5bで電気溶接されて、多数本が径方向に一列状に相互連結されてなる釘連結物2Aとされていると共に、該釘連結物2Aが、さらに、図3に示すように幾重にも巻回されて巻束とされた釘巻束20として釘打機1に収納される。なお、前記金属製ワイヤ5a,5bにより、本発明に係る連結帯が構成される。なお、連結帯としては、金属製ワイヤ5a,5bに限定されず、その他の材料からなる線材等を適宜採用しても勿論良い。   By the way, as shown in FIG. 2, the double-headed nail 2 before launching is electrically connected by two upper and lower metal wires 5a and 5b, and a nail connection in which a plurality of wires are interconnected in a row in the radial direction. The nail connector 2A is further housed in the nail driver 1 as a nail bundle 20 which is wound several times as shown in FIG. The metal wires 5a and 5b constitute a connection band according to the present invention. The connecting band is not limited to the metal wires 5a and 5b, and a wire made of other materials may be used as appropriate.

図1に示すように、釘打機1は、二重頭釘2が打ち出される射出口7と、釘マガジン8とを備えている。この釘マガジン8は、釘連結物2Aが巻回されてなる釘巻束20を収納する釘巻束収納部13と、該釘巻束20から引き出された釘連結物2Aを前記射出口7の上側に位置する釘打圧位置Pまで案内する釘案内路15とからなる。さらに、釘打機1は、釘案内路15にある釘連結物2Aを釘打圧位置Pに順次送り進める供給機構17と、釘打圧位置Pに供給された二重頭釘2を打圧して射出口7からワークに向かって打ち出す打圧機構18が内蔵される釘打機本体9とを備えている。   As shown in FIG. 1, the nail driver 1 includes an injection port 7 through which a double-headed nail 2 is driven out, and a nail magazine 8. The nail magazine 8 includes a nail bundle storage portion 13 for storing a nail bundle 20 formed by winding the nail connection 2 </ b> A, and a nail connection 2 </ b> A drawn from the nail bundle 20 at the injection port 7. It consists of a nail guide path 15 for guiding to a nail driving position P located on the upper side. Further, the nail driver 1 hammers the supply mechanism 17 that sequentially feeds the nail connection 2A in the nail guide path 15 to the nail driving pressure position P and the double-headed nail 2 supplied to the nail driving pressure position P. A nailing machine main body 9 in which a striking pressure mechanism 18 for launching from the injection port 7 toward the workpiece is incorporated.

さらにまた釘打機1は、前記釘案内路15の釘打圧位置P側に軸支されている透明の蓋体11を備えている。この蓋体11は、釘マガジン8の釘案内路15が露出する開放状態と、該釘案内路15が被覆される遮閉状態とに、適宜、位置変換される。なお、本件明細書では、開放状態の蓋体11の符号を11Aとし、遮閉状態の蓋体11の符号を11Bとして説明及び図示する。   Further, the nail driver 1 includes a transparent lid body 11 that is pivotally supported on the nail driving pressure position P side of the nail guide path 15. The position of the lid 11 is appropriately changed between an open state in which the nail guide path 15 of the nail magazine 8 is exposed and a closed state in which the nail guide path 15 is covered. In the present specification, the reference numeral of the lid 11 in the open state is 11A, and the reference numeral of the lid 11 in the closed state is 11B.

かかる構成にあって、釘巻束20を釘巻束収納部13の軸芯14周りに配置し、釘巻束20の引き出し部20Aから引き出した釘連結物2Aを釘案内路15に導入し、それから蓋体11を遮閉し、釘案内路15にある釘連結物2Aを、釘案内路15の案内作用に従って供給機構17により釘巻束20から引き出すと共に順次釘打圧位置Pまで送り出し、釘打圧位置Pに到達した二重頭釘2の上側頭部3aの頂上面をピストンで構成される打圧機構18により打圧することにより、二重頭釘2が一定打圧力で高速にワークに向かって打ち出される。   In such a configuration, the nail bundle 20 is disposed around the axis 14 of the nail bundle storage portion 13, and the nail connection 2 </ b> A drawn from the drawer portion 20 </ b> A of the nail bundle 20 is introduced into the nail guide path 15. Then, the lid body 11 is closed, and the nail connection 2A in the nail guide path 15 is pulled out from the nail bundle 20 by the supply mechanism 17 according to the guide action of the nail guide path 15 and sequentially sent out to the nail driving pressure position P. By hitting the top surface of the upper head 3a of the double head nail 2 that has reached the punching position P with a punching mechanism 18 composed of a piston, the double head nail 2 moves toward the workpiece at a high speed with a constant hitting pressure. Be launched.

次に、本発明の要部である釘案内路15について詳述する。
図1,図5に示すように、釘マガジン8の内周面8aであって、釘連結物2Aの二重頭釘2がそれぞれ走行する釘案内路15の路面15aには、上側案内凹溝21と、下側案内凹溝22とがほぼ左右方向に形成されている。さらに詳しく述べると、この上側案内凹溝21と下側案内凹溝22は、一方の溝端(図1で左側端)が前記釘打圧位置Pにそれぞれ臨ませてあると共に、それぞれ釘案内路15における釘の走行方向(換言すれば、釘巻束収納部13から釘打圧位置Pに向かう方向)に沿って、それぞれ平行に形成されている。なお、両案内凹溝21,22の溝深さ方向は、図5に示すように、釘マガジン8の釘案内路15部分を構成する薄肉板部の厚み方向と一致することとなる。
Next, the nail guide path 15 which is a main part of the present invention will be described in detail.
As shown in FIGS. 1 and 5, the upper guide groove 21 is formed on the inner peripheral surface 8a of the nail magazine 8 and on the road surface 15a of the nail guide path 15 on which the double-headed nail 2 of the nail connector 2A travels. And the lower guide groove 22 are formed substantially in the left-right direction. More specifically, the upper guide groove 21 and the lower guide groove 22 have one groove end (the left end in FIG. 1) facing the nail driving pressure position P, and the nail guide path 15. Are formed in parallel along the traveling direction of the nail (in other words, the direction from the nail winding bundle storage portion 13 toward the nail hitting position P). The groove depth direction of both guide concave grooves 21 and 22 coincides with the thickness direction of the thin plate portion constituting the nail guide path 15 portion of the nail magazine 8 as shown in FIG.

また、前記蓋体11の内周面11aには、補助案内凹溝23が左右方向に形成されている。この補助案内凹溝23は、一方の溝端(図1で右側端)が前記釘打圧位置Pに臨ませてあると共に、図5に示すように、当該蓋体11が遮閉状態となると、釘案内路15にある下側案内凹溝22に対向し、釘案内方向に沿って当該補助案内凹溝23と当該下側案内凹溝22とが向かい合い、双方の溝によって下側頭部案内通路28が形成されるように配置設計されている。   An auxiliary guide groove 23 is formed in the left-right direction on the inner peripheral surface 11 a of the lid 11. The auxiliary guide concave groove 23 has one groove end (right end in FIG. 1) facing the nail hammering position P, and as shown in FIG. 5, when the lid body 11 is in a closed state, The lower guide groove 22 is opposed to the lower guide groove 22 in the nail guide path 15, and the auxiliary guide groove 23 and the lower guide groove 22 face each other along the nail guide direction. 28 is formed so that 28 is formed.

かかる構成にあって、蓋体11が遮閉状態とされ、前記供給機構17が駆動して釘連結物2Aを釘巻束20から引き出すと共に釘打圧位置Pへ送り出し、釘打圧位置Pに向けて二重頭釘2が走行すると、当該二重頭釘2の上側頭部3aは、図6に示すように、上側案内凹溝21内を走行する。すなわち、上側頭部3aが上側案内凹溝21により構成される上側頭部案内通路27を通過する。一方、下側頭部3bは、下側案内凹溝22内とこれに対向する補助案内凹溝23内とを走行する。すなわち、下側頭部3bが下側頭部案内通路28を通過する。なお、二重頭釘2を連結する上側の金属製ワイヤ5aは、上側案内凹溝21の直下に設けられた横長穴部26を通過すると共に、下側の金属製ワイヤ5bは、下側案内凹溝22の直下に設けられた低段部24を通過する。   In such a configuration, the lid body 11 is closed, and the supply mechanism 17 is driven to pull out the nail connection 2A from the nail bundle 20 and to the nail pressure position P, and to the nail pressure position P. When the double headed nail 2 travels, the upper head 3a of the double headed nail 2 travels in the upper guide groove 21 as shown in FIG. That is, the upper head portion 3 a passes through the upper head guide passage 27 constituted by the upper guide groove 21. On the other hand, the lower head 3b travels in the lower guide groove 22 and in the auxiliary guide groove 23 opposite to the lower guide groove 22. That is, the lower head 3 b passes through the lower head guide passage 28. The upper metal wire 5a connecting the double-headed nails 2 passes through the horizontally elongated hole 26 provided immediately below the upper guide groove 21, and the lower metal wire 5b is connected to the lower guide groove. It passes through a lower step portion 24 provided immediately below the groove 22.

このように、両頭部3a,3bを、両案内凹溝21,22の溝内を走行させて釘打圧位置Pへ誘導するようにすると、当該二重頭釘2の軸方向(すなわち釘の上下方向)への移動が適正に制限されることとなって、移送中の二重頭釘2の姿勢が安定することとなる。これにより、二重頭釘2を円滑に釘打圧位置Pに供給することができる。また、両案内凹溝21,22を蓋体11が被覆するため、二重頭釘2からなる釘連結物2Aは、釘案内路15から脱離しない。   In this way, when both heads 3a and 3b are driven in the grooves of both guide grooves 21 and 22 and guided to the nail hitting position P, the axial direction of the double-headed nail 2 (that is, the top and bottom of the nail) Movement in the direction) is appropriately limited, and the posture of the double headed nail 2 being transferred is stabilized. Thereby, the double headed nail 2 can be smoothly supplied to the nail hammering position P. In addition, since the lid 11 covers both the guide grooves 21 and 22, the nail connection 2 </ b> A including the double-headed nail 2 is not detached from the nail guide path 15.

さらに、本実施例は、補助案内凹溝23を設けて、下側頭部案内通路28を下側案内凹溝22と補助案内凹溝23とで形成したため、二重頭釘2はさらに安定して釘案内路15を走行することとなる。   Further, in this embodiment, the auxiliary guide groove 23 is provided, and the lower head guide passage 28 is formed by the lower guide groove 22 and the auxiliary guide groove 23, so that the double-headed nail 2 is more stable. It will travel along the nail guide path 15.

上記した実施例は、蓋体11を遮閉状態とすると、補助案内凹溝23が下側案内凹溝22と対向して双方の溝内が連通する構成であるが、上側案内凹溝21に連通する補助案内凹溝をさらに追加した構成としても良いし、また上側案内凹溝21に対向する補助案内凹溝のみを設けた構成としても良い。さらに、蓋体11に補助案内凹溝23を設けない構成も本発明に含まれるものである。   In the embodiment described above, when the lid body 11 is in the closed state, the auxiliary guide groove 23 is opposed to the lower guide groove 22 and the inside of both grooves communicates. It is good also as a structure which added the auxiliary guide ditch | groove further connected, and it is good also as a structure which provided only the auxiliary guide ditch | groove facing the upper side guide ditch | groove 21. FIG. Furthermore, the structure which does not provide the auxiliary | assistant guide recessed groove 23 in the cover body 11 is also contained in this invention.

なお、二重頭釘2の先端から下側頭部3bまでの長さは、55mm以下とするのが好適である。かかる構成とすることにより、釘打機1が大型化することを防止できる。また、二重頭釘2の先端から下側頭部3bまでの長さは、45mm以上が好適である。かかる構成とすることにより、下側案内凹溝22の設計が容易となる。   In addition, it is suitable that the length from the front-end | tip of the double head nail 2 to the lower side head 3b shall be 55 mm or less. With this configuration, the nailing machine 1 can be prevented from becoming large. The length from the tip of the double head nail 2 to the lower head 3b is preferably 45 mm or more. With this configuration, the lower guide groove 22 can be easily designed.

次に、上記した二重頭釘対応の釘打機1を用いて構築する壁断熱構造構築方法について、図7〜図11に従って説明する。   Next, the wall heat insulation structure construction method constructed | assembled using the nailing machine 1 corresponding to the above-mentioned double head nail is demonstrated according to FIGS.

まず、壁断熱構造29について説明する。
本発明に係る壁断熱構造29は、後述する壁用断熱ユニット30と、壁躯体構造とで構成されている。さらに詳述すると、図7に示すように、壁用断熱ユニット30は、耐力面材31と、該耐力面材31の内外両側にそれぞれ貼着されている内側の断熱材32及び外側の断熱材33とを有している。ここで、この外側の断熱材33は、図8に示すように、耐力面材31と縦横同寸法に設定されている。また、内側の断熱材32は、図9に示すように、壁躯体構造を構成する柱体(柱34、間柱35、横架材36)を嵌合するための切欠き部37A〜37Cを備えている。具体的には、両端(外周)に形成された縦長の切欠き部37Aに、柱34が嵌合する。また、中央(中通)に形成された縦長の切欠き部37Bに、間柱35が嵌合する。さらに、上下両端(外周)に形成された横長の切欠き部37Cに、横架材36が嵌合する。なお、この内側の断熱材32に切欠き部37A〜37Cを設ける位置は、建物の設計図のCADデータに基づいて設定される。すなわち、前記切欠き部37〜37Cは、内側の断熱材32の所定箇所を、建物の設計図のCADデータがインプットされNC制御されたルーターや熱線切断機等の工作機械(図示せず)によって切除し作製する。
First, the wall heat insulating structure 29 will be described.
The wall heat insulation structure 29 according to the present invention includes a wall heat insulation unit 30 described later and a wall frame structure. More specifically, as shown in FIG. 7, the wall heat insulating unit 30 is composed of a load bearing surface 31, an inner heat insulating material 32 and an outer heat insulating material that are attached to both the inner and outer sides of the load bearing surface 31, respectively. 33. Here, the outer heat insulating material 33 is set to have the same vertical and horizontal dimensions as the load bearing surface material 31, as shown in FIG. Further, as shown in FIG. 9, the inner heat insulating material 32 includes notches 37 </ b> A to 37 </ b> C for fitting column bodies (columns 34, intermediate columns 35, horizontal members 36) constituting the wall frame structure. ing. Specifically, the pillars 34 are fitted into the vertically long notches 37A formed at both ends (outer periphery). Further, the stud 35 is fitted into a vertically long notch 37B formed in the center (center). Further, the horizontal member 36 is fitted into horizontally long notches 37C formed at both upper and lower ends (outer periphery). In addition, the position which provides the notch parts 37A-37C in this inner side heat insulating material 32 is set based on CAD data of the blueprint of a building. That is, the notches 37 to 37C are formed at predetermined locations on the inner heat insulating material 32 by a machine tool (not shown) such as a router or a hot-wire cutting machine that is controlled by NC data of the building design CAD data. Cut and make.

そして、図11に示すように、前記切欠き部37A〜37Cに壁躯体構造を構成する柱体(柱34、間柱35、横架材36)がそれぞれ嵌合された状態で、当該壁用断熱ユニット30が、二重頭釘2によって該壁躯体構造に固定されている。具体的には、二重頭釘2の先端が前記柱34へ、下側頭部3bが前記耐力面材31の外側表面へ、上側頭部3aが前記外側の断熱材33へそれぞれ達している。なお、上側頭部3aは、断熱材33の外側表面よりも10mm程度食い込んだ深さ位置にある。   Then, as shown in FIG. 11, in the state in which the column bodies (columns 34, interphase columns 35, horizontal members 36) constituting the wall frame structure are fitted to the notches 37 </ b> A to 37 </ b> C, respectively, A unit 30 is fixed to the wall frame structure by a double-headed nail 2. Specifically, the tip of the double-headed nail 2 reaches the column 34, the lower head 3b reaches the outer surface of the load bearing member 31, and the upper head 3a reaches the outer heat insulating member 33, respectively. The upper head 3 a is at a depth position that is about 10 mm deeper than the outer surface of the heat insulating material 33.

さらに、図10,11に示すように、前記切欠き部37A〜37Cに嵌合された壁躯体構造を構成する柱体(柱34、間柱35、横架材36)の内側には、内壁材40が固定されている。また、壁用断熱ユニット30の外側には胴縁38が取り付けられており、該胴縁38を介して該壁用断熱ユニット30の外側には外壁材39が固定されている。   Further, as shown in FIGS. 10 and 11, an inner wall material is provided on the inner side of the pillars (the pillars 34, the intermediate pillars 35, the horizontal members 36) constituting the wall frame structure fitted to the notches 37 </ b> A to 37 </ b> C. 40 is fixed. A barrel edge 38 is attached to the outside of the wall heat insulation unit 30, and an outer wall material 39 is fixed to the outside of the wall heat insulation unit 30 via the trunk edge 38.

また、二重頭釘2の打ち込みにより外側の断熱材33にできた貫通孔(図示省略)には、コーキングが充填され、断熱の欠損が低減されている。さらに、この貫通孔の開口部には、防水テープ(図示省略)が貼着されており、十分な防水性が確保されている。   Moreover, the through-hole (illustration omitted) made in the outer heat insulating material 33 by driving of the double headed nail 2 is filled with coking, and the heat insulation defect | deletion is reduced. Further, a waterproof tape (not shown) is attached to the opening of the through hole, and sufficient waterproofness is ensured.

また、壁用断熱ユニット30は、耐力面材31の外周において、柱34に対して100mm間隔、耐力面材31の中通において間柱35に対して200mm間隔で二重頭釘2によって固定されており、耐力面材31として機能している。   Further, the heat insulating unit 30 for walls is fixed by the double head nails 2 on the outer periphery of the load bearing surface material 31 at intervals of 100 mm with respect to the columns 34 and at intervals of 200 mm with respect to the intermediate columns 35 in the middle of the load bearing surface material 31. , Functioning as a load bearing surface 31.

このような壁断熱構造29では、耐力面材31の内外両側に断熱材32,33がそれぞれ貼着され、内側の断熱材32の切欠き部37A,37B,37Cに壁躯体構造を構成する柱体の柱34、間柱35、及び横架材36を嵌合するので、建物の断熱効果を向上させて省エネルギー化を図るために断熱材32,33の厚みを増加させる場合に、断熱材32,33の厚みの増加分を内側の断熱材32と外側の断熱材33とに分けることができ、外側の断熱材33の厚みの増加分を1/2以下に低減することができる。したがって、外側の断熱材33の厚みの増加分を低減させた分だけ建物の壁躯体構造と外壁材39との間隔が大きくなるのを抑えることができるため、該壁躯体構造によって外壁材39を十分に支えることができるとともに、建物の断熱効果を向上させて省エネルギー化を図ることが可能となる。   In such a wall heat insulating structure 29, heat insulating materials 32 and 33 are respectively attached to both the inside and outside of the load bearing surface 31, and the pillars constituting the wall frame structure in the notches 37 </ b> A, 37 </ b> B and 37 </ b> C of the inner heat insulating material 32. Since the body pillar 34, the interposition pillar 35, and the horizontal member 36 are fitted, when the thickness of the heat insulating materials 32 and 33 is increased in order to improve the heat insulating effect of the building and save energy, the heat insulating material 32, The increase in thickness of 33 can be divided into the inner heat insulating material 32 and the outer heat insulating material 33, and the increase in thickness of the outer heat insulating material 33 can be reduced to ½ or less. Therefore, since it is possible to suppress an increase in the distance between the wall structure of the building and the outer wall member 39 by the amount by which the increase in the thickness of the outer heat insulating material 33 is reduced, the outer wall member 39 is reduced by the wall case structure. In addition to being able to support it sufficiently, it is possible to improve the heat insulation effect of the building and save energy.

なお、本実施例では、前記耐力面材31として、例えば合板、火山性ガラス質複層板(商品名:ダイライト(登録商標))、ケイカル板、MDF(中質繊維板)、OSB(オリエンテッドストランドボード)、パーティクルボード、ハードボード等の機械的強度の高い板材が使用される。   In the present embodiment, as the load bearing face material 31, for example, plywood, volcanic glassy multilayer board (trade name: Dylite (registered trademark)), calcium board, MDF (medium fiber board), OSB (oriented) A plate material having high mechanical strength such as a strand board, particle board, or hard board is used.

また、前記断熱材32,33の材料としては、例えばポリスチレン発泡体やポリエチレン発泡体、ポリプロピレン発泡体、ポリウレタン発泡体、フェノールフォーム保温板等のプラスチック発泡体または繊維シート等の断熱性の高い材料が使用される。   Moreover, as a material of the said heat insulating materials 32 and 33, materials with high heat insulation, such as plastic foams, such as a polystyrene foam, a polyethylene foam, a polypropylene foam, a polyurethane foam, a phenol foam heat insulating board, or a fiber sheet, are mentioned, for example. used.

次に、前記の壁断熱構造29の構築手順を説明する。
まず、図10に示すように、壁用断熱ユニット30と同様の耐力面材31Aの外側に断熱材33Aが貼着された受材47を、建物の柱体である土台48や横架材36の所定位置に、ビスまたは釘(図示省略)で固定する。
Next, the construction procedure of the wall heat insulating structure 29 will be described.
First, as shown in FIG. 10, a receiving material 47 in which a heat insulating material 33A is attached to the outside of a load bearing surface material 31A similar to the wall heat insulating unit 30 is mounted on a base 48 and a horizontal member 36 which are pillars of a building. It is fixed at a predetermined position with screws or nails (not shown).

次に、図11に示すように、壁用断熱ユニット30の内側の断熱材32の切欠き部37A,37B,37Cに柱34、間柱35、横架材36をそれぞれ嵌合して、当該壁用断熱ユニット30を壁躯体構造に仮固定する。なお、仮固定とは、切欠き部37A,37B,37Cに柱34、間柱35、横架材36をそれぞれ嵌合することにより壁用断熱ユニット30自体が壁躯体構造に保持されている状態であって、作業者により、適宜、壁用断熱ユニット30を壁躯体構造から容易に離脱させることができるような状態をいう。   Next, as shown in FIG. 11, the pillar 34, the interposition pillar 35, and the horizontal member 36 are respectively fitted to the notches 37A, 37B, and 37C of the heat insulating material 32 inside the wall heat insulating unit 30, and the wall The thermal insulation unit 30 is temporarily fixed to the wall frame structure. Temporary fixing refers to a state in which the wall heat insulating unit 30 itself is held in the wall frame structure by fitting the pillar 34, the intermediate pillar 35, and the horizontal member 36 to the notches 37A, 37B, and 37C, respectively. Thus, it means a state in which the wall heat insulating unit 30 can be easily detached from the wall housing structure as appropriate by the operator.

そして、壁躯体構造に仮固定された壁用断熱ユニット30の、その外側の断熱材33(ワーク)に向けて、上記した釘打機1を使って二重頭釘2を打ち込む。ここで、二重頭釘2の先端を柱34へ、下側頭部3bを耐力面材31の外側表面へ、上側頭部3aを外側の断熱材33へそれぞれ到達させるように釘打機1の打圧力を調整する。なお、通常は、二重頭釘2の上側頭部3aは、外側の断熱材33の外側表面より10mm程度食い込ませて打ち込む。   Then, the double-headed nail 2 is driven using the nailing machine 1 toward the heat insulating material 33 (work) outside the wall heat insulating unit 30 temporarily fixed to the wall frame structure. Here, the nailing machine 1 is configured so that the tip of the double-headed nail 2 reaches the column 34, the lower head 3b reaches the outer surface of the load bearing member 31, and the upper head 3a reaches the outer heat insulating member 33, respectively. Adjust the striking pressure. Normally, the upper head 3 a of the double-headed nail 2 is driven by being bitten by about 10 mm from the outer surface of the outer heat insulating material 33.

そしてさらに、仕上げとして、外側の断熱材33にできた貫通孔にコーキングを充填し、貫通孔の開口部を覆うように防水テープを貼着する。   Further, as a finish, caulking is filled in the through hole made in the outer heat insulating material 33, and a waterproof tape is attached so as to cover the opening of the through hole.

このとき、該壁用断熱ユニット30の耐力面材31と外側の断熱材33の下部は該受材47によって支持されているとともに、該壁用断熱ユニット30の内側の断熱材32の下部は横架材36によって支持されている。   At this time, the load-bearing face material 31 of the wall heat insulating unit 30 and the lower part of the outer heat insulating material 33 are supported by the receiving material 47, and the lower part of the heat insulating material 32 inside the wall heat insulating unit 30 is lateral. It is supported by a frame member 36.

そして最後に、図11に示すように、該壁用断熱ユニット30の外側に胴縁38を取り付け、該胴縁38を介して該壁用断熱ユニット30の外側に外壁材39を取付け固定して、一連の壁断熱構造29の構築を完了する。   Finally, as shown in FIG. 11, a barrel edge 38 is attached to the outside of the wall insulation unit 30, and an outer wall member 39 is attached and fixed to the outside of the wall insulation unit 30 via the trunk edge 38. The construction of a series of wall insulation structures 29 is completed.

このような手順とすることにより、手作業で二重頭釘2を釘打ちすることなく、壁用断熱ユニット30を壁躯体構造に確実に固定して、壁断熱構造29を短時間で構築することができる。これにより、壁断熱構造29の組立てにつき、飛躍的なコスト低減が可能となる。   By adopting such a procedure, the wall heat insulating unit 30 can be securely fixed to the wall frame structure and the wall heat insulating structure 29 can be constructed in a short time without manually nailing the double-headed nail 2. Can do. Thereby, it is possible to dramatically reduce the cost for assembling the wall heat insulating structure 29.

さらに、上記構築方法にあっては、二重頭釘2の上側頭部3aと下側頭部3bとの離間距離を、壁用断熱ユニット30を構成する外側の断熱材33の肉厚とほぼ等しくする構成が好適である。かかる構成とすることにより、上側頭部3aを外側の断熱材33の外側表面へ達する程度の深さで打ち込めば、丁度、下側頭部3bが耐力面材31の外側表面へ達することとなるためである。   Furthermore, in the above construction method, the distance between the upper head 3 a and the lower head 3 b of the double head nail 2 is approximately equal to the thickness of the outer heat insulating material 33 constituting the wall heat insulating unit 30. The structure which does is suitable. By adopting such a configuration, if the upper head 3 a is driven at a depth that reaches the outer surface of the outer heat insulating material 33, the lower head 3 b just reaches the outer surface of the load bearing surface 31. Because.

なお、前記構成にあっては、二重頭釘2の上側頭部3aと下側頭部3bとの離間距離を35mmとし、外側の断熱材33の肉厚を、35mm〜40mmとする構成が好適である。これは、現行の建築基準法に適合するものである。   In addition, in the said structure, the structure which sets the separation distance of the upper side head 3a of the double head nail 2 and the lower side head 3b to 35 mm, and sets the thickness of the outer heat insulating material 33 to 35 mm-40 mm is suitable. It is. This conforms to the current building standards law.

また、図4に示すように、上側頭部3aの頂上面に、六角形の図形からなる識別標識6が付された二重頭釘2を用いる構成としても良い。かかる構成とすることにより、二重頭釘2が外側の断熱材33に打ち込まれて下側頭部3bが視認不能であるときでも、作業者は、外側に露出した上側頭部3aの頂上面の識別標識6を視認して当該釘が二重頭釘2であることを認識することができる。なお、識別標識6は、その他の構成の釘(例えば汎用の一頭釘)と識別できるものであり、頂上面に直接図柄等が印刷されたものであってもよいし、該頂上面を立体的形状に成形加工してなるもので良い。   Moreover, as shown in FIG. 4, it is good also as a structure using the double head nail 2 to which the identification mark 6 which consists of a hexagonal figure was attached to the top surface of the upper side head 3a. With this configuration, even when the double-headed nail 2 is driven into the outer heat insulating material 33 and the lower head 3b is invisible, the operator can remove the top surface of the upper head 3a exposed to the outside. It is possible to recognize that the nail is the double-headed nail 2 by visually recognizing the identification mark 6. The identification mark 6 can be distinguished from a nail having another configuration (for example, a general-purpose single-headed nail), and a design or the like may be directly printed on the top surface. It may be formed into a shape.

また、二重頭釘2の軸径Dは、2.7mm〜3.3mmとすることが望ましい。かかる構成とすることにより、現行の建築基準法に適合させることができる。   In addition, the shaft diameter D of the double headed nail 2 is desirably 2.7 mm to 3.3 mm. By adopting such a configuration, it can be adapted to the current building standard law.

以上、本発明の実施の形態を実施例により説明したが、本発明の範囲はこれらに限定されるものではなく、請求項に記載された範囲内において目的に応じて変更・変形することが可能である。例えば、本実施例以外、壁用断熱ユニット30を製造する場合には、まず、建物の設計図のCADデータがインプットされた例えばルーター等の切断工作機械によって該内側の断熱材32の所定箇所を切除して、該内側の断熱材32に切欠き部37A〜37Cを形成し、その後、耐力面材31の内外両面にそれぞれ内側の断熱材32と外側の断熱材33を位置決めして貼着しても良い。   The embodiments of the present invention have been described above by way of examples. However, the scope of the present invention is not limited to these embodiments, and can be changed or modified in accordance with the purpose within the scope of the claims. It is. For example, when manufacturing the heat insulation unit 30 for a wall other than the present embodiment, first, a predetermined portion of the heat insulation material 32 inside the heat insulation material 32 is inputted by a cutting machine tool such as a router to which CAD data of a building design drawing is input. The cutout portions 37A to 37C are formed in the inner heat insulating material 32, and then the inner heat insulating material 32 and the outer heat insulating material 33 are positioned and adhered to both the inner and outer surfaces of the load bearing surface material 31, respectively. May be.

本発明は、二重頭釘を打ち出すことができる釘打機として、また、外壁材を十分に支えることができる強度が確保され、かつ、建物の断熱効果を向上させて省エネルギー化を図ることが可能な壁断熱構造の構築方法として、産業上利用することが出来る。   The present invention can be used as a nailing machine capable of driving a double-headed nail, has sufficient strength to sufficiently support the outer wall material, and can improve the heat insulating effect of the building to save energy. As a method for constructing a simple wall insulation structure, it can be used industrially.

釘打機1の部分切欠断面図である。1 is a partially cutaway cross-sectional view of a nail driver 1. FIG. 二重頭釘2からなる釘連結物2Aの側面図である。2 is a side view of a nail connector 2A composed of double head nails 2. FIG. 釘巻束20の平面図である。FIG. 3 is a plan view of a nail bundle 20. 識別標識6が付された二重頭釘2の平面図である。It is a top view of the double head nail 2 to which the identification mark 6 was attached | subjected. 二重頭釘2を示さない図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 1 which does not show the double head nail 2. FIG. 二重頭釘2を示した図1のA−A線断面図である。It is the sectional view on the AA line of FIG. 壁用断熱ユニット30の平断面図である。It is a plane sectional view of the heat insulation unit 30 for walls. 壁用断熱ユニット30の外面図である。It is an external view of the heat insulation unit 30 for walls. 壁用断熱ユニット30の内面図である。It is an inner surface figure of the heat insulation unit 30 for walls. 受材47を横架材36に固定した様子を示す説明側断面図である。It is explanatory side sectional drawing which shows a mode that the receiving material 47 was fixed to the horizontal member 36. FIG. 壁用断熱ユニット30を柱34等に固定した様子を示す説明平断面図である。It is explanatory plane sectional drawing which shows a mode that the heat insulation unit 30 for walls was fixed to the pillar 34 grade | etc.,.

符号の説明Explanation of symbols

1 釘打機
2 二重頭釘
2A 釘連結物
3a 上側頭部
3b 下側頭部
5a,5b 金属製ワイヤ(連結帯)
8 釘マガジン
11 蓋体
13 釘巻束収納部
15 釘案内路
15a 路面
20 釘巻束
21,22 案内凹溝
23 補助案内凹溝
29 壁断熱構造
30 壁用断熱ユニット
31 耐力面材
32 断熱材(内側の断熱材)
33 断熱材(外側の断熱材)
34 柱(柱体)
35 間柱(柱体)
36 横架材(柱体)
37A〜37C 切欠き部
P 釘打圧位置
DESCRIPTION OF SYMBOLS 1 Nail driver 2 Double-headed nail 2A Nail connection thing 3a Upper head 3b Lower head 5a, 5b Metal wire (connection belt)
8 Nail magazine 11 Lid 13 Nail bundle storage portion 15 Nail guide path 15a Road surface 20 Nail bundle 21 and 22 Guide groove 23 Auxiliary guide groove 29 Wall insulation structure 30 Wall insulation unit 31 Strength bearing member 32 Insulation ( Inner insulation)
33 Insulation (outside insulation)
34 pillars
35 Pillar (column)
36 Horizontal members (columns)
37A-37C Notch P Nail hammering position

Claims (7)

多数本の釘が連結帯によって相互連結されてなる釘連結物が巻回されて巻束とされた釘巻束を収納する釘巻束収納部と、該釘巻束収納部から引き出された釘連結物を釘打圧位置まで案内する釘案内路とからなる釘マガジンを備え、該釘案内路に案内されて釘打圧位置に到達した釘を、ワークに向かって順次打圧して該釘を打ち出す釘打機において、
前記釘は、上下二段に配された上側頭部と下側頭部とを有する二重頭釘であって、
前記釘案内路の路面には、互いに平行な二つの案内凹溝が釘の案内方向に沿って配設され、かつ、両案内凹溝は、前記釘マガジンに対して開閉する蓋体によって被覆されると共に、二重頭釘が釘打圧位置まで移送される際には、当該二重頭釘の各頭部が蓋体によって被覆された各案内凹溝内に配置され、各頭部が各案内凹溝に誘導されながらその溝内を走行することを特徴とする釘打機。
A nail bundle storage portion for storing a nail bundle in which a plurality of nails are interconnected by a connection band and wound as a nail bundle, and a nail pulled out from the nail bundle storage portion A nail magazine comprising a nail guide path for guiding a connected object to a nail hitting position is provided, and the nail guided to the nail guide path and reaching the nail hitting position is sequentially hit against a work piece and the nail is In nailing machine to launch,
The nail is a double-headed nail having an upper head and a lower head arranged in two upper and lower stages,
Two guide grooves parallel to each other are arranged on the road surface of the nail guide path along the guide direction of the nail, and both guide grooves are covered with a lid that opens and closes to the nail magazine. At the same time, when the double-headed nail is transferred to the nail hammering position, each head of the double-headed nail is disposed in each guide groove covered by the lid, and each head is placed in each guide recess. A nailing machine characterized by traveling in a groove while being guided by the groove.
前記蓋体の内周面に、案内凹溝を被覆する遮閉状態で少なくともいずれかの案内凹溝に並行状に対向して互いに溝内が連通する補助案内凹溝が配設され、
二重頭釘が釘打圧位置まで移送される際には、当該案内凹溝を走行する頭部が補助案内凹溝の溝内も走行することを特徴とする請求項1記載の釘打機。
On the inner peripheral surface of the lid body, an auxiliary guide groove that communicates with the inside of the groove is disposed in parallel with at least one of the guide grooves in a closed state that covers the guide groove,
2. The nailing machine according to claim 1, wherein when the double headed nail is transferred to the nail driving pressure position, the head traveling in the guide groove also travels in the groove of the auxiliary guide groove.
耐力面材の内外両側に断熱材がそれぞれ貼着され、外側の断熱材は該耐力面材と縦横同寸法に設定され、内側の断熱材の所定箇所には切欠き部が形成されてなる壁用断熱ユニットを、壁躯体構造を構成する柱体を前記切欠き部に嵌合することにより当該壁躯体構造に仮固定し、さらに請求項1又は請求項2記載の釘打機により二重頭釘を、先端が前記柱体へ、下側頭部が前記耐力面材の外側表面へ、上側頭部が前記外側の断熱材へそれぞれ達するように壁用断熱ユニットに対して外側から打ち込んで、壁断熱ユニットを壁躯体構造に固定し、壁断熱ユニットと壁躯体構造とからなる壁断熱構造を構築することを特徴とする壁断熱構造構築方法。   A wall in which heat insulating materials are attached to both the inside and outside of the load bearing surface, the outer heat insulation is set to the same size as the load bearing surface, and a notch is formed at a predetermined location of the inner heat insulation The thermal insulation unit is temporarily fixed to the wall frame structure by fitting a pillar constituting the wall frame structure into the notch, and further double-headed with a nailing machine according to claim 1 or 2. From the outside to the wall heat insulation unit so that the tip reaches the pillar, the lower head reaches the outer surface of the load bearing member, and the upper head reaches the outer heat insulating material. A method for constructing a wall heat insulation structure, comprising fixing a heat insulation unit to a wall frame structure and constructing a wall heat insulation structure comprising the wall heat insulation unit and the wall frame structure. 二重頭釘の上側頭部と下側頭部との離間距離を、壁断熱ユニットを構成する外側の断熱材の肉厚とほぼ等しくすることを特徴とする請求項3記載の壁断熱構造構築方法。   4. The method for constructing a wall heat insulation structure according to claim 3, wherein a distance between the upper head portion and the lower head portion of the double head nail is substantially equal to a thickness of an outer heat insulating material constituting the wall heat insulation unit. . 二重頭釘の上側頭部と下側頭部との離間距離を35mmとし、外側の断熱材の肉厚を、35mm〜40mmとすることを特徴とする請求項4記載の壁断熱構造構築方法。   5. The method for constructing a wall heat insulation structure according to claim 4, wherein the distance between the upper head and the lower head of the double head nail is 35 mm, and the thickness of the outer heat insulating material is 35 mm to 40 mm. 上側頭部の頂上面に、下側頭部も有する二重頭釘であることを示す識別標識が付された二重頭釘を用いることを特徴とする請求項3乃至請求項5のいずれか1項に記載の壁断熱構造構築方法。   6. A double head nail having an identification mark indicating that it is a double head nail also having a lower head on the top surface of the upper head is used. The method for constructing a wall insulation structure according to claim 1. 二重頭釘の軸径を、2.7mm〜3.3mmとすることを特徴とする請求項3乃至請求項6のいずれか1項に記載の壁断熱構造構築方法。   The wall thermal insulation structure construction method according to any one of claims 3 to 6, wherein the shaft diameter of the double-headed nail is set to 2.7 mm to 3.3 mm.
JP2007190544A 2007-07-23 2007-07-23 Nail driving machine and construction method of wall heat-insulation structure Pending JP2009023063A (en)

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CN108747983A (en) * 2018-06-27 2018-11-06 湖州力托装饰材料有限公司 A kind of wood composite pallet production nailing device
SE1850054A1 (en) * 2018-01-18 2019-07-19 Eurospacers Ab Mounting device for insulation holders

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JPS58113481U (en) * 1982-01-28 1983-08-03 マックス株式会社 nail feeder of nailer
JPS62121079U (en) * 1986-01-27 1987-07-31
JPH04354678A (en) * 1991-05-30 1992-12-09 Kanematsu Nnk Corp Driver for connecting fastener
JPH07136942A (en) * 1993-05-13 1995-05-30 Stanley Bostitch Inc Fastening metal driving device
JPH07328949A (en) * 1994-06-10 1995-12-19 Hitachi Koki Co Ltd Magazine for driving machine
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SE1850054A1 (en) * 2018-01-18 2019-07-19 Eurospacers Ab Mounting device for insulation holders
WO2019143286A1 (en) * 2018-01-18 2019-07-25 Eurospacers Ab Mounting device for insulation holders and a method for inserting insulation holders
US11752601B2 (en) 2018-01-18 2023-09-12 Eurospacers Ab Mounting device for insulation holders
CN108747983A (en) * 2018-06-27 2018-11-06 湖州力托装饰材料有限公司 A kind of wood composite pallet production nailing device

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