JP2003171989A - Building steel connecting member and method of connecting building steel using it - Google Patents
Building steel connecting member and method of connecting building steel using itInfo
- Publication number
- JP2003171989A JP2003171989A JP2001374625A JP2001374625A JP2003171989A JP 2003171989 A JP2003171989 A JP 2003171989A JP 2001374625 A JP2001374625 A JP 2001374625A JP 2001374625 A JP2001374625 A JP 2001374625A JP 2003171989 A JP2003171989 A JP 2003171989A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- plate surface
- connecting member
- locking
- locking means
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 99
- 239000010959 steel Substances 0.000 title claims abstract description 99
- 238000000034 method Methods 0.000 title claims description 16
- 239000000463 material Substances 0.000 claims description 34
- 238000010276 construction Methods 0.000 claims description 20
- 238000005452 bending Methods 0.000 claims description 17
- 210000000078 claw Anatomy 0.000 claims description 6
- 239000002184 metal Substances 0.000 description 14
- 229910052751 metal Inorganic materials 0.000 description 14
- 238000010586 diagram Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 239000011810 insulating material Substances 0.000 description 3
- 229910001220 stainless steel Inorganic materials 0.000 description 3
- 239000010935 stainless steel Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 229910001369 Brass Inorganic materials 0.000 description 1
- 229920000049 Carbon (fiber) Polymers 0.000 description 1
- 239000010951 brass Substances 0.000 description 1
- 239000004917 carbon fiber Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、建築用鉄骨連結部
材(以下単に連結部材という)に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel frame connecting member for construction (hereinafter simply referred to as a connecting member).
【0002】[0002]
【従来の技術】鉄骨構造の建築物は、図14に示すよう
に、柱と柱の間に架設された梁であるH型鋼8に、適宜
間隔にて固定配置した鋼材で外壁下地13を形成し、そ
の外壁下地13の外側面にサイディングボードなどの外
装材14を貼り付ける一方、内側面に、C型鋼と称され
る精度の高い鋼材で内壁下地31を形成し、その内壁下
地31の内側面にプラスターボードなどの内装材15を
貼り付け、前記外壁下地13と内装材15との間に断熱
材16を介装させていた。しかしながらそのような工法
では、外壁下地13と内壁下地31とで二重に形成され
た厚壁構造となってしまうので、部屋の広さが目減りす
るし、下地材が嵩み、工期も長くなる。そこで、図15
に示すような角型鋼材11を利用することによって、内
壁下地用の鋼材を省略し、建物の薄壁化を図る新しい工
法が提案された。この新しい工法では、梁を形成するH
型鋼8に、現場で金具32を溶接し、その金具32を利
用して内壁兼用の外壁下地形成用の角型鋼材11を、前
記金具32に付属のボルト33にて連結固定し,内壁兼
用の外壁下地13の外面にサイディングなどの外装材1
4を、又内面にはプラスターボードなどの内装材15を
直接貼り付けていた。またこの新しい工法においては、
図16に示すように、H型鋼8の下側水平部の裏面にL
字鋼34を溶接し、更にそのL字鋼34に溶接したコ字
状の受け金具35を利用して角型鋼材11を固定するこ
とも行われていた。2. Description of the Related Art As shown in FIG. 14, in a building having a steel frame structure, an H-shaped steel 8 which is a beam erected between columns is formed with an outer wall base 13 made of steel materials fixedly arranged at appropriate intervals. Then, while the exterior material 14 such as a siding board is attached to the outer side surface of the outer wall underlayer 13, the inner wall underlayer 31 is formed on the inner side surface with a highly accurate steel material called C-type steel. An interior material 15 such as a plaster board was attached to the side surface, and a heat insulating material 16 was interposed between the outer wall foundation 13 and the interior material 15. However, such a construction method results in a thick wall structure in which the outer wall underlayer 13 and the inner wall underlayer 31 are doubled, so that the size of the room is reduced, the underlayer material becomes bulky, and the construction period becomes long. . Therefore, FIG.
A new construction method has been proposed in which the steel material for the inner wall base is omitted by utilizing the square steel material 11 as shown in FIG. With this new construction method, the beam forming H
A metal fitting 32 is welded to the shape steel 8 in the field, and a square steel material 11 for forming an outer wall base, which also serves as an inner wall, is connected and fixed by a bolt 33 attached to the metal fitting 32 using the metal fitting 32. Exterior material 1 such as siding on the outer surface of the outer wall substrate 13
4 and the interior material 15 such as plasterboard was directly attached to the inner surface. Moreover, in this new construction method,
As shown in FIG. 16, L is formed on the back surface of the lower horizontal portion of the H-shaped steel 8.
It has also been performed that the square steel material 11 is fixed by welding the U-shaped steel 34 and further using the U-shaped receiving metal fitting 35 welded to the L-shaped steel 34.
【0003】[0003]
【発明が解決しようとする課題】的確な位置に金具を溶
接するには高度な熟練が必要であるし、如何に熟練者の
作業とはいえど、仕上がりの検査や耐久試験などを行っ
て品質管理を徹底させることは現場において難しい。し
かも前者はボルトのみで支持しているため、ねじれなど
強度的にも問題があるし、何よりも溶接作業の煩雑さ、
溶接不良の可能性が高いといった致命的な欠点があっ
た。そのため、角型鋼材をH型鋼に連結する簡易な連結
具の開発が叫ばれているものの、H型鋼に対する決定的
な固定手段を見出せず、又、垂直配置される角型鋼材を
屋根部など、傾斜した梁に対して同一金具で連結固定す
る効果的な解決策がなく、普及が遅れている。[Problems to be Solved by the Invention] It is necessary to have a high degree of skill to weld metal fittings to a proper position, and no matter how skilled a worker is, the quality control is performed by inspecting the finish and performing a durability test. It is difficult to make sure that Moreover, since the former is supported only by bolts, there is a problem in strength such as twisting, and above all, the complexity of welding work,
There was a fatal defect that there was a high possibility of defective welding. Therefore, although the development of a simple connecting tool for connecting a square steel material to an H-shaped steel has been advocated, a definitive fixing means for the H-shaped steel has not been found, and the vertically arranged square-shaped steel material is used for a roof part or the like. There is no effective solution to connect and fix slanted beams with the same metal fittings, and the spread of these products is delayed.
【0004】[0004]
【課題を解決するための手段】本発明は、内壁下地形成
用の鋼材を省略した新しい工法に好適な連結技術であっ
て、その構成は、断面コ字状又はL字状で、コ字又はL
字状内に角型鋼材を保持する保持部を有した第1のプレ
ート面と、梁に沿って取り付けられた横長い垂直板部に
対して少なくとも上端縁を係止させることによって固定
する係止手段付きの第1のプレート面とが、互いに背中
合わせの関係となるように備えられている建築用鉄骨連
結部材と、建築用鉄骨連結部材における第2のプレート
面側を梁に沿って取り付けられた横長い垂直板部に係止
固定し、第1のプレート面で角型鋼材を保持固定するこ
とを特徴とした建築用鉄骨の連結方法とにある。The present invention is a connection technique suitable for a new construction method in which a steel material for forming an inner wall underlayer is omitted, and its construction is a U-shaped cross section or an L-shaped cross section. L
A first plate surface having a holding portion for holding a square steel member in a character shape, and a locking that locks by fixing at least the upper end edge to a horizontally long vertical plate portion mounted along the beam The first plate surface with means is provided so as to have a back-to-back relationship with each other, and the second plate surface side of the building steel connection member is attached along the beam. The method for connecting a building steel frame is characterized in that it is locked and fixed to a horizontally long vertical plate portion, and a square steel material is held and fixed by the first plate surface.
【0005】そして前記連結部材は、第1のプレート面
を有した折り曲げ板体における背面に第2のプレート面
が形成され、そのような第1のプレート面と第2のプレ
ート面とが背中合わせに形成された折り曲げ板体に係止
手段を設けたものとしたり、第1のプレート面を有した
折り曲げ板体における背面に第2のプレート面が形成さ
れていて、その第2のプレート面の背面にあたるコ字又
はL字状内に重ね合わせて係止手段付き板体を抱き合わ
せ状に組み付けたり、第1のプレート面を有した折り曲
げ板体における背面に、第2のプレート面を形成する係
止手段付き板体が、回動自在に組み付けられたものとす
ることができる。The connecting member has a second plate surface formed on the back surface of the bent plate body having the first plate surface, and the first plate surface and the second plate surface are back to back. The formed bent plate body is provided with locking means, or a second plate surface is formed on the back surface of the bent plate body having the first plate surface, and the back surface of the second plate surface is formed. A plate with a locking means is assembled in a tie shape by superimposing it in a U-shape or an L-shape corresponding to the above, or a second plate surface is formed on the back surface of the bent plate body having the first plate surface. The means-equipped plate body may be rotatably assembled.
【0006】又、係止手段は、第1のプレート面の反対
側に、プレート面と略直角の面を持つ舌片部を設け、そ
の舌片部の両サイドに係止翼を延設し、その係止翼を上
下互いに対向する方向に折り曲げることによって、その
折り曲げられた係止翼と第2のプレート面とで垂直板部
を挟み込み固定可能に構成したり、第1のプレート面の
反対側に、プレート面と略直角の面を持つ舌片部を設
け、その舌片部を上下互いに対向する方向に折り曲げる
ことによって、その折り曲げられた舌片部の端縁と第2
のプレート面とで垂直板部を挟み込み固定可能に構成し
たり、第2のプレート面の反対側にプレート面と略直角
の面を持つ舌片部を設け、その舌片部に係止爪を切り起
こし可能に形成し、その係止爪を上下互いに対向する方
向に切り起こすことによって、その切り起こされた係止
爪と第2のプレート面とで垂直板部を挟み込み固定可能
に構成したり、第1のプレート面の反対側にプレート面
と直角の面を持つ舌片部を折り曲げ形成し、その舌片部
に抜き孔を設け、その抜き穴に楔部材を挿通すること
で、その挿通された楔部材と第2のプレート面とで垂直
板部を挟み込み固定可能とすることができる。Further, the locking means is provided with a tongue piece having a surface substantially perpendicular to the plate surface on the side opposite to the first plate surface, and locking wings are extended on both sides of the tongue piece. By bending the locking blades in a direction that vertically opposes each other, it is possible to sandwich and fix the vertical plate portion between the bent locking blades and the second plate surface, or opposite the first plate surface. A tongue piece portion having a surface substantially perpendicular to the plate surface is provided on the side, and the tongue piece portions are bent in a direction that vertically opposes each other.
The vertical plate part can be sandwiched between the plate surface and the plate surface to be fixed, or a tongue part having a surface substantially perpendicular to the plate surface is provided on the opposite side of the second plate surface, and the tongue part has a locking claw. It is formed so that it can be raised and cut, and by vertically raising the locking claws in a direction facing each other, the vertical plate portion can be sandwiched and fixed by the cut and raised locking claws and the second plate surface. By bending and forming a tongue piece portion having a surface perpendicular to the plate surface on the side opposite to the first plate surface, providing a hole in the tongue piece, and inserting a wedge member into the hole, the insertion is performed. The vertical plate portion can be sandwiched and fixed by the wedge member and the second plate surface.
【0007】更に、折り曲げ板体と係止手段付き板体と
を回動自在に組み付けるには、一方の板体に形成した貫
通孔に他方に形成した筒状ボス部を挿通してその先端縁
を拡げたり、ボルトを介して連結することにより実現で
き、保持部内にストッパを突設することもできる。前記
すべての連結部材は、本発明の建築用鉄骨の連結方法に
採用することができ、その連結方法では、垂直板部を、
梁としてのH型鋼の上板片側縁に沿って横姿勢にて溶接
されたT字型鋼により形成したものが好適利用される。Further, in order to rotatably assemble the bent plate body and the plate body with the locking means, the cylindrical boss portion formed on the other side is inserted into the through hole formed on the one plate body and the tip edge thereof is inserted. It can be realized by expanding or connecting with a bolt, and a stopper can be provided so as to project in the holding portion. All the connecting members, can be adopted in the method of connecting a building steel frame of the present invention, in the connection method, the vertical plate portion,
The one formed of T-shaped steel welded in a horizontal position along the upper plate side edge of the H-shaped steel as a beam is preferably used.
【0008】[0008]
【発明の実施の形態】本発明に係る連結部材及び連結方
法の実施例を図面に基づいて説明する。図1は連結部材
Aを示したもので、横方向に長い概ね十文字状に切り抜
かれたステンレス製板体1の左右部分を表側へ略直角に
折り曲げ、その折り曲げ形成された一対のサイドプレー
ト1a.1aとで、表側に断面コ字状の保持部を有する
第1のプレート面2を形成し、上下部分を裏側に略直角
に折り曲げることにより、裏側の上下に舌片部3、3を
有した第2のプレート面4を形成している。テンレス製
板体1の上下部分と第2のプレート面4との各境目に
は、両サイドにサイドプレート折り曲げ線5より内方に
至る切り込み6.6が設けられ、その結果、各舌片部
3.3は第2のプレート面4より幅狭く、それら舌片部
3.3の各両サイドには夫々係止翼7.7・・が連設さ
れている。尚、前記舌片部3の中央には透孔3aが穿設
されている。BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a connecting member and a connecting method according to the present invention will be described with reference to the drawings. FIG. 1 shows a connecting member A. The left and right parts of a stainless steel plate body 1 cut out in a cross shape that is long in the lateral direction are bent at a substantially right angle to the front side, and the pair of side plates 1a formed by the bending. With 1a, a first plate surface 2 having a holding portion having a U-shaped cross section is formed on the front side, and upper and lower parts are bent at a substantially right angle to the back side to thereby have tongue pieces 3 and 3 on the back side. The second plate surface 4 is formed. At each boundary between the upper and lower parts of the tenless plate body 1 and the second plate surface 4, cuts 6.6 extending inward from the side plate bending line 5 are provided on both sides, and as a result, each tongue piece part is formed. 3.3 is narrower than the second plate surface 4, and locking wings 7.7 ... Are connected to both sides of each of the tongue pieces 3.3. A through hole 3a is formed at the center of the tongue piece portion 3.
【0009】図2は前記連結部材Aとその連結部材Aに
より連結される建築用鉄骨との関係を示したもので、一
方の建築用鉄骨は、柱と柱の間に横姿勢にて架設し、梁
として利用されるH型鋼8であって、そのH型鋼8の上
板片側縁の上面には、その側縁に沿って予め工場出荷時
にT字型鋼9が横姿勢にて溶接されている。連結部材A
は、このT字型鋼9を介してH型鋼8に連結される。前
記H型鋼8とT字型鋼9とはいずれも規格に従って製造
されており、安定した供給経路の確立によって入手が容
易で、工場にて溶接されるため、相互間における寸法精
度、結合力の信頼度なども極めて高い。そして前記連結
部材Aの第2のプレート面5は、T字型鋼9の垂直板部
9aの幅に適合するようになっている。尚、各サイドプ
レート2a.2aには予め夫々ビス穴10.10が設けら
れている。11は、連結部材Aを利用して連結されるも
う一方の建築用鉄骨としての角型鋼材であり、業界にお
いてはスタッドと称されている。FIG. 2 shows a relationship between the connecting member A and a building steel frame connected by the connecting member A. One building steel frame is installed in a horizontal posture between columns. A H-shaped steel 8 used as a beam, and a T-shaped steel 9 is welded in a horizontal position on the upper surface of one side edge of the upper plate of the H-shaped steel 8 along the side edge in advance at the time of factory shipment. . Connection member A
Is connected to the H-shaped steel 8 via the T-shaped steel 9. Both the H-shaped steel 8 and the T-shaped steel 9 are manufactured in accordance with the standard, and are easily obtained by establishing a stable supply route, and welded at the factory, so the mutual dimensional accuracy and the bond strength are reliable. The degree is also extremely high. The second plate surface 5 of the connecting member A is adapted to the width of the vertical plate portion 9a of the T-shaped steel 9. Each side plate 2a.2a is provided with a screw hole 10.10 in advance. Reference numeral 11 is another square steel material as a building steel frame that is connected using the connecting member A, and is called a stud in the industry.
【0010】図3は建築用鉄骨であるH型鋼8と角型鋼
材11とを連結する手順の一例を示したもので、先ず連
結部材Aを、T字型鋼9の垂直板部9aに対し、第2の
プレート面5をあてがい(図3のa)、例えば舌片部3
に穿設された透孔3aに棒状物を挿し込み、てこの原理
を応用して第2のプレート面5を引き寄せて密着状態を
保ったまま、係止翼7.7・・を夫々上下互いに対向す
る方向へ折り曲げることで、係止翼7と第2のプレート
面5とにより垂直板部9aを挟み、連結部材AをT字型
鋼9の垂直板部9aに係止固定する(図3のb)。係止
翼7の折り曲げは、大型のペンチやハンマーなどが利用
でき、このように係止翼7を折り曲げるだけで、簡易且
つ確実に固定することができる。T字型鋼9への固定が
完了したら、角型鋼材11を第1のプレート面1で保持
し、ビス12.12・・で固定し(図3のc)、この作
業の繰り返しにより外壁下地を完成させる。FIG. 3 shows an example of the procedure for connecting the H-shaped steel 8 which is a building steel frame and the square steel material 11. First, the connecting member A is attached to the vertical plate portion 9a of the T-shaped steel 9. Apply the second plate surface 5 (a in FIG. 3), for example the tongue piece 3
Insert a rod-shaped object into the through hole 3a formed in the hole, apply the principle of leverage to draw the second plate surface 5 close to each other, and keep the locking wings 7.7 ... By bending in the opposite direction, the vertical blade 9a is sandwiched between the locking wings 7 and the second plate surface 5, and the connecting member A is locked and fixed to the vertical plate 9a of the T-shaped steel 9 (see FIG. 3). b). A large plier or a hammer can be used to bend the locking wing 7, and the locking wing 7 can be easily and surely fixed only by bending the locking wing 7 in this manner. When the fixing to the T-shaped steel 9 is completed, the square steel material 11 is held by the first plate surface 1 and fixed with screws 12.12 ... (C in FIG. 3), and the outer wall foundation is fixed by repeating this work. Finalize.
【0011】以後、従来の新工法と同様、図4に示すよ
うに、外壁下地13の外側面にサイディングボードなど
の外装材14を貼り付け、外装材14とその外装材14
の内側面に直接貼り付けたプラスターボードなどの内装
材15との間に断熱材16を介在させる。尚、角型鋼材
の連結作業は、連結部材を取り付けながら同時進行でも
差し支えない。Thereafter, as in the case of the conventional new method, as shown in FIG. 4, an exterior material 14 such as a siding board is attached to the outer surface of the outer wall foundation 13, and the exterior material 14 and the exterior material 14 thereof.
A heat insulating material 16 is interposed between the interior material 15 such as a plaster board directly attached to the inner surface of the. Incidentally, the connecting work of the square steel materials may be performed simultaneously while attaching the connecting member.
【0012】このように、本実施例の連結部材を利用し
てH型鋼に角型鋼材を連結固定すれば、作業性に優れ、
しかも予めH型鋼に溶接されているT字型鋼を介して連
結するので、精度や信頼性も高くなる。実施例は上下両
方の係止翼を折り曲げることで、第1のプレート面の上
下両端縁を係止させているが、前記実施例では下方の係
止翼は利用しなくても充分な連結機能が発揮されるの
で、下方の係止手段は省略することもできる。As described above, when the square steel material is connected and fixed to the H-shaped steel by using the connecting member of this embodiment, the workability is excellent.
Moreover, since the T-shaped steel is welded to the H-shaped steel in advance, the accuracy and reliability are increased. In the embodiment, the upper and lower edges of the first plate surface are locked by bending both the upper and lower locking blades, but in the above-described embodiment, the lower locking blades do not have to be used to provide a sufficient connecting function. Therefore, the lower locking means can be omitted.
【0013】前記実施例の連結部材は、一枚のステンレ
ス板を折り曲げることにより形成されているので、シン
プルで取り扱いも至便ではあるが、切り抜き形状が複雑
になりやすい傾向がある。そこで図5の(a)、(b)
に例示するように、サイドプレートが折り曲げ形成され
た折り曲げ板体17と、舌片部4及び係止翼7.7が折
り曲げ形成された係止手段付き板体18との二枚で構成
し、折り曲げ板体17に、第2のプレート面5の背面に
あたるコ字状内に重ね、抱き合わせるように係止手段付
き板体18を組み付けた連結部材A2を構成することも
できる。この場合、両部材をかしめるなどして分離しな
いようにしておけば、片方の部材を紛失することもなく
なる。Since the connecting member of the above embodiment is formed by bending a single stainless plate, it is simple and convenient to handle, but the cutout shape tends to be complicated. Therefore, in FIGS. 5A and 5B,
As illustrated in FIG. 2, the side plate is bent to form a bent plate body 17, and the tongue portion 4 and the locking wing 7.7 are bent to form a plate body 18 having a locking means. It is also possible to configure the connecting member A2 in which the folding plate body 17 is stacked in the U-shape corresponding to the back surface of the second plate surface 5 and the plate body 18 with the locking means is assembled so as to be tying together. In this case, if both members are caulked so as not to be separated, one member will not be lost.
【0014】係止手段付き板体を折り曲げ板体のコ字状
内に組み付ける場合は、サイドプレート2a、2aに規
制されてがたつきなく組みつけられるが、係止手段付き
板体18を折り曲げ板体17に対してコ字状内とは反対
側、即ち第2のプレート面5側に組み付ければ、両者の
相対的な組み付け角度を自由に設定できる。そこで、屋
根の角度に統一規格を設定するなどしておき、折り曲げ
板体17と係止手段付き板体18との組み付け角度をそ
の屋根の角度にあわせた連結部材A2を形成しておけ
ば、図6に示すように、傾斜屋根を構成するH型鋼8に
対しても、前記と同様にT字型鋼9を介して連結金具A
2にて角型鋼材11を連結することが可能となる。しか
しながら屋根の傾斜が統一されていないと、屋根の傾斜
に応じて組み付け角度の異なる連結部材が必要となる。
そこで、両者を回動可能に連結することで梁の傾斜に応
じて角度調節できるようにすることが望ましい。When the plate body with the locking means is assembled into the U-shape of the bent plate body, the plate body 18 with the locking means is bent, though the plate body 18 with the locking means can be mounted without rattling by the side plates 2a, 2a. By assembling the plate body 17 on the side opposite to the inside of the U-shape, that is, on the side of the second plate surface 5, the relative assembly angle of both can be freely set. Therefore, if a unified standard is set for the angle of the roof, and the connecting member A2 is formed so that the assembly angle between the bending plate 17 and the plate 18 with the locking means matches the roof angle, As shown in FIG. 6, with respect to the H-shaped steel 8 which constitutes the sloping roof, the connecting metal fitting A is also connected via the T-shaped steel 9 in the same manner as described above.
It becomes possible to connect the square steel materials 11 at 2. However, if the inclination of the roof is not uniform, a connecting member having a different assembly angle is required depending on the inclination of the roof.
Therefore, it is desirable to rotatably connect them so that the angle can be adjusted according to the inclination of the beam.
【0015】次に折り曲げ板体と係止手段付き板体とを
相互に回動可能とし、第1のプレート面と第2のプレー
ト面との相対的な角度を調節できる変更実施例について
説明する。図7は、折り曲げ板体17に真円の貫通孔1
9を設ける一方、係止手段付き板体18に前記貫通孔1
9に適合する筒状ボス部20を形成し、その筒状のボス
部20を貫通孔19に挿通して頭出しした先端部を外側
に折り曲げて拡げ、抜け止めを図り(図8参照)連結金
具A3を構成する。このような構造であれば、バーリン
グ加工を効果的に利用したプレス技術にて形成可能であ
るし、分離できないので部材の紛失もない。Next, a description will be given of a modified embodiment in which the bending plate and the plate with the locking means can be rotated relative to each other and the relative angle between the first plate surface and the second plate surface can be adjusted. . FIG. 7 shows a bent plate member 17 having a perfect circular through hole 1.
9 is provided, while the through hole 1 is provided in the plate body 18 with locking means.
9. A tubular boss portion 20 that fits 9 is formed, and the tubular boss portion 20 is inserted into the through hole 19 and the leading end portion that has been indexed is bent outward and expanded to prevent it from coming off (see FIG. 8). The metal fitting A3 is configured. With such a structure, it can be formed by a pressing technique that effectively uses burring, and since it cannot be separated, no member is lost.
【0016】折り曲げ板体と係止手段付き板体とを相互
に回動可能とするには、前記の構造以外に、ボルトを利
用して組み付けることもできる。図9はそのボルトにて
組み付けた変更例を示したもので、係止手段付き板体1
8には、ボルトの頭を完全に収容できる大きさの凹部2
1をプレス加工し、その凹部の中央ボルト挿通孔22を
形成する一方、折り曲げ板体17にはタップ23を切っ
て、ボルト挿通孔22に挿通したボルト24のねじ部を
タップ23にねじ込むことで組み付け、連結金具A4を
完成させる。このように構成しても、前記と同様、互い
に回動可能に組み付けることができ、任意の傾斜角度を
もつ屋根の梁に対して適応させることができる。尚前記
回動タイプにあっては、筒状ボス部やボルト挿通孔を折
り曲げ板体に形成し、逆の組み合わせとしてもかまわな
い。In order to make the bending plate and the plate with the locking means rotatable with respect to each other, a bolt may be used for assembly in addition to the above structure. FIG. 9 shows a modified example in which the bolts are assembled.
8 is a recess 2 that is large enough to completely accommodate the head of the bolt.
1 is pressed to form the central bolt insertion hole 22 of the recess, while the tap 23 is cut in the bent plate body 17, and the threaded portion of the bolt 24 inserted into the bolt insertion hole 22 is screwed into the tap 23. Assemble and complete the connecting metal fitting A4. Even with this configuration, as in the above, they can be assembled so as to be rotatable with respect to each other, and can be adapted to a roof beam having an arbitrary inclination angle. In the rotating type, the cylindrical boss portion and the bolt insertion hole may be formed in the bent plate body, and the combination may be reversed.
【0017】前記した実施例はいずれも保持部を有した
第1のプレート面をコ字状としているが、角型鋼材を横
姿勢で固定する場合、上面を支持する必要がなければ、
第1のプレート面は、片方のサイドプレートを省略した
L字状で充分である。又、係止手段は翼の折り曲げ係止
タイプ以外にも各種の係止手段を好適利用できる。次に
それら係止手段の変更例を説明する。図10は、舌片部
3自体を折り曲げて垂直板部の端縁を抱き込むようにし
て第2のプレート面とで挟み込み固定する舌片折り曲げ
タイプの連結金具A5であって、製造するプレス型がシ
ンプルとなって生産性が高まるし、折り曲げるための専
用冶具を利用すれば、ワンタッチで強固且つ確実にかし
めることができ、作業も楽である。In each of the above-described embodiments, the first plate surface having the holding portion is U-shaped. However, when fixing the square steel material in the horizontal position, it is not necessary to support the upper surface.
The first plate surface may be L-shaped with one side plate omitted. Further, as the locking means, various locking means other than the wing bending locking type can be preferably used. Next, a modified example of the locking means will be described. FIG. 10 shows a tongue-folding type connecting metal fitting A5 in which the tongue piece 3 itself is bent and the edge of the vertical plate portion is held and sandwiched and fixed to the second plate surface. Therefore, productivity is improved, and if a dedicated jig for bending is used, it is possible to firmly and surely crimp with one touch, and the work is easy.
【0018】図11は切り起こし片で係止させる方式を
採用しており、(a)(b)いずれも舌片部3.3にコ
字、或いはU字状のスリットにより、一辺を基点として
上下いずれにも切り起こし可能な切り起こし片25.2
5・・が形成された連結金具A6である。(a)のタイ
プは、切り起こし片25.25が互いに向き合うように
配置され、切り起こし片25の片側面と第2のプレート
面とで垂直板部9a、挟み込み固定し、(b)のタイプ
は、切り起こし片25の先端縁と第2のプレート面5と
で垂直板部9aを挟み込み固定する。このように構成す
れば、ドライバなどで押し下げするだけの簡単な作業に
て固定できる。FIG. 11 employs a system in which a cut-and-raised piece is used for locking. In both (a) and (b), a tongue piece 3.3 has a U-shaped slit or a U-shaped slit, with one side as a base point. Cut and raised pieces that can be cut and raised 25.2
Connection metal fittings A6 having 5 ... The type of (a) is arranged so that the cut-and-raised pieces 25.25 face each other, and one side of the cut-and-raised piece 25 and the second plate surface sandwich and fix the vertical plate portion 9a, and the type of (b). Fixes the vertical plate portion 9a by sandwiching it with the tip edge of the cut-and-raised piece 25 and the second plate surface 5. According to this structure, it can be fixed by a simple operation such as pushing down with a driver or the like.
【0019】図12は楔の打ち込み方式を採用した連結
金具A7であって、(a)は舌片部3に二本のスリット
26.26が切り抜かれており、駒27を第2のプレー
ト面5に対して直角に打ち込むタイプである。(b)は
舌片部3に、凸状の長穴28を切り起こし形成されてい
て、その長穴28に板バネ29を第2のプレート面5に
対して平行に打ち込むタイプである。このような楔方式
であると、ハンマーにて叩き込むだけなので、作業性は
抜群に良い。尚、前記各係止手段は図に示された実施例
に限定されるものでなく、様々な形態により実施される
ものであって、本発明の趣旨を逸脱しない範囲内で適宜
変更され、その他の周知技術も適用される。FIG. 12 shows a connecting metal fitting A7 adopting a wedge driving method. In FIG. 12 (a), two slits 26.26 are cut out in the tongue piece portion 3, and the piece 27 is attached to the second plate surface. It is a type that drives at a right angle to 5. (B) is a type in which a convex long hole 28 is cut and raised in the tongue portion 3, and a leaf spring 29 is driven into the long hole 28 in parallel with the second plate surface 5. With such a wedge method, workability is outstandingly good because it can be hammered in. It should be noted that each of the locking means is not limited to the embodiment shown in the drawings, but may be implemented in various forms, and may be appropriately changed without departing from the spirit of the present invention. The well-known technology of is also applied.
【0020】本発明の連結部材は、ステンレス以外の真
鍮や鉄などの金属、炭素繊維入りの合成樹脂などから自
由に選択して差し支えなく、寸法、形状その他も連結対
象となる鋼材の寸法に応じて変更することは可能であっ
て、本発明はH型鋼の上板片側縁上面に溶接されたT字
型鋼を利用するのを推奨するが、第2のプレート面を連
結する対象物は、H型鋼の下板の片側縁下面、下板片側
縁の上又は下面に溶接したT字型鋼であったり、T字型
鋼以外に、例えばL字型鋼を組み合わせたものであった
り、H型鋼が縦姿勢で配置されていれば、その縦姿勢の
H型鋼自体であっても良い。又、本発明の連結部材は、
大型看板の固定枠にも好適利用可能であり、実施例では
係止手段が上下に配置される姿勢にて使用しているが、
係止手段が左右に配置された姿勢で使用することもあ
る。更に、窓等の開口部を考慮し、図13に示すよう
に、サイドプレートの下端を内側に折り曲げるなどして
ストッパ30を突設し、角型鋼材の下端がそれ以上下が
らないように支えるようにもできる。The connecting member of the present invention may be freely selected from metals such as brass and iron other than stainless steel, synthetic resin containing carbon fiber, etc., and the size, shape and the like may be selected according to the size of the steel material to be connected. The present invention recommends the use of a T-shaped steel welded to the upper surface of one side edge of the upper plate of the H-shaped steel, but the object for connecting the second plate surface is H-shaped steel. It is a T-shaped steel welded to the lower surface of one side edge of the lower plate of the shape steel, the upper or lower surface of one side edge of the lower plate, a combination of L-shaped steel other than the T-shaped steel, and the H-shaped steel in a vertical posture. The vertical H-shaped steel itself may be used as long as the H-shaped steel is arranged in the vertical position. Further, the connecting member of the present invention,
It can also be suitably used for a fixed frame of a large signboard, and in the embodiment, the locking means is used in a posture in which it is arranged vertically.
The locking means may be used in a posture in which it is arranged on the left and right. Further, in consideration of the opening such as a window, as shown in FIG. 13, a stopper 30 is provided by projecting the lower end of the side plate inward so as to support the lower end of the square steel material so as not to lower further. You can also
【0021】[0021]
【発明の効果】本発明の連結部材を利用すれば、熟練を
要することなく、角型鋼材を梁であるH型鋼へ確実に連
結固定することが可能となる。又、第1のプレート面を
有した折り曲げ板体における背面に、第2のプレート面
を形成する係止手段付き板体を回動自在に組み付けれ
ば、傾斜状態に架設されたH型鋼にも対応できる。更
に、本発明の方法によれば、新しい工法に於ける工期の
短縮とコストの低減、それに部屋の広さを目減りさせな
い効果に加え、H型鋼に対して角型鋼材を誰にでも簡単
且つ正確に連結できる。EFFECTS OF THE INVENTION By utilizing the connecting member of the present invention, it is possible to surely connect and fix a square steel material to an H-shaped steel beam which is a beam, without requiring skill. Also, if the plate body with the locking means forming the second plate surface is rotatably assembled to the back surface of the bent plate body having the first plate surface, even in the H-shaped steel erected in an inclined state. Can handle. Further, according to the method of the present invention, in addition to the effect of shortening the construction period and cost in the new construction method and not reducing the size of the room, the square steel material can be easily and accurately compared with the H-section steel. Can be connected to.
【図1】 本発明に係る連結部材の一実施例を示した説
明図である。FIG. 1 is an explanatory view showing an embodiment of a connecting member according to the present invention.
【図2】 建築用鉄骨と連結部材との関連を示した説明
図である。FIG. 2 is an explanatory diagram showing a relationship between a building steel frame and a connecting member.
【図3】 連結部材を利用した建築用鉄骨の連結手順を
示した説明図である。FIG. 3 is an explanatory view showing a procedure for connecting a building steel frame using a connecting member.
【図4】 完成された壁構造の説明図である。FIG. 4 is an explanatory diagram of a completed wall structure.
【図5】 連結部材の変更例を示した説明図である。FIG. 5 is an explanatory view showing a modified example of a connecting member.
【図6】 傾斜した梁に適用した説明図である。FIG. 6 is an explanatory diagram applied to an inclined beam.
【図7】 回動可能タイプとした変更例の説明図であ
る。FIG. 7 is an explanatory diagram of a modification of a rotatable type.
【図8】 抜け止め部の説明図である。FIG. 8 is an explanatory diagram of a retaining portion.
【図9】 回動可能タイプの別の変更実施例を示した説
明図である。FIG. 9 is an explanatory view showing another modification of the rotatable type.
【図10】 係止手段の変更例を示した説明図である。FIG. 10 is an explanatory view showing a modified example of the locking means.
【図11】 係止手段の変更例を示した説明図である。FIG. 11 is an explanatory diagram showing a modified example of the locking means.
【図12】 係止手段の変更例を示した説明図である。FIG. 12 is an explanatory view showing a modified example of the locking means.
【図13】 ストッパ付きの実施例を示した説明図であ
る。FIG. 13 is an explanatory view showing an embodiment with a stopper.
【図14】 従来の壁の断面説明図である。FIG. 14 is a cross-sectional explanatory view of a conventional wall.
【図15】 従来の新工法で使用されていた連結部材の
説明図である。FIG. 15 is an explanatory view of a connecting member used in a conventional new method.
【図16】 従来の新工法で使用されていた別の連結部
材の説明図である。FIG. 16 is an explanatory view of another connecting member used in the conventional new construction method.
A、A1.A2.A3.A4.A5.A6.A7・・連結部
材、1・・ステンレス製板体、1a・・サイドプレー
ト、2・・第1のプレート面、3・・舌片部、3a・・
透孔、4・・第2のプレート面、5・・サイドプレート
折り曲げ線、6・・切り込み、7・・係止翼、8・・H
型鋼、9・・T字型鋼、9a・・垂直プレート、10・
・ビス穴、11・・角型鋼材、12・・ビス、13・・
外壁下地、14・・外装材、15・・内装材、16・・
断熱材、17・・折り曲げ板体、18・・係止手段付き
板体、19・・貫通孔、20・・筒状ボス部、21・・
凹部、22・・挿通孔、23・・タップ、24・・ボル
ト、25・・切り起こし片、26・・スリット、27・
・駒、28・・長穴、29・・板バネ、30・・ストッ
パ、31・・内壁下地、32・・金具、33・・ボル
ト、34・・L字型鋼、35・・受け金具。A, A1.A2.A3.A4.A5.A6.A7 ・ ・ Connecting member, 1 ・ ・ Stainless steel plate, 1a ・ ・ Side plate, 2 ・ ・ First plate surface, 3 ・ ・ Tongue part, 3a ...
Through hole, 4 ・ ・ Second plate surface, 5 ・ ・ Side plate bending line, 6 ・ ・ Incision, 7 ・ ・ Locking blade, 8 ・ ・ H
Shaped steel, 9 ・ ・ T-shaped steel, 9a ・ ・ Vertical plate, 10 ・
・ Screw hole, 11 ・ ・ Square steel, 12 ・ ・ Screw, 13 ・ ・
Exterior wall base, 14 ... Exterior material, 15 ... Interior material, 16 ...
Insulating material, 17 ... Bending plate, 18 ... Plate with locking means, 19 ... Through hole, 20 ... Cylindrical boss, 21 ...
Recess, 22 ... Insertion hole, 23 ... Tap, 24 ... Bolt, 25 ... Cut and raised piece, 26 ... Slit, 27 ...
・ Pieces, 28 ・ ・ oblong holes, 29 ・ ・ leaf springs, 30 ・ ・ stoppers, 31 ・ ・ inner wall bases, 32 ・ ・ metal fittings, 33 ・ ・ bolts, 34 ・ ・ L-shaped steel, 35 ・ ・ receiving fittings.
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E04B 1/58 507 E04B 1/58 507R ─────────────────────────────────────────────────── ─── Continued Front Page (51) Int.Cl. 7 Identification Code FI Theme Coat (Reference) E04B 1/58 507 E04B 1/58 507R
Claims (13)
状内に角型鋼材を保持する保持部を有した第1のプレー
ト面と、梁に沿って取り付けられた横長い垂直板部に対
して少なくとも上端縁を係止させることによって固定す
る係止手段付きの第1のプレート面とが、互いに背中合
わせの関係となるように備えられている建築用鉄骨連結
部材。1. A first plate surface having a U-shaped or L-shaped cross-section and having a holding portion for holding a square steel member in the U-shaped or L-shaped, and a horizontally long plate attached along a beam. A steel frame connecting member for construction, which is provided in a back-to-back relationship with a first plate surface having locking means for fixing at least an upper edge of the vertical plate by locking.
における背面に第2のプレート面が形成され、そのよう
な第1のプレート面と第2のプレート面とが背中合わせ
に形成された折り曲げ板体に係止手段を設けた請求項1
に記載の建築用鉄骨連結部材。2. A bend in which a second plate surface is formed on the back surface of a bent plate body having a first plate surface, and such a first plate surface and a second plate surface are formed back to back. The plate body is provided with a locking means.
The steel frame connecting member for construction according to.
における背面に第2のプレート面が形成されていて、そ
の第2のプレート面の背面にあたるコ字又はL字状内に
重ね合わせて係止手段付き板体を抱き合わせ状に組み付
けた請求項1に記載の建築用鉄骨連結部材。3. A second plate surface is formed on the back surface of a bent plate body having a first plate surface, and the second plate surface is superposed in a U-shape or L-shape on the back surface of the second plate surface. The steel frame connecting member for construction according to claim 1, wherein the plate body with the locking means is assembled in a tying shape.
における背面に、第2のプレート面を形成する係止手段
付き板体が、回動自在に組み付けられた請求項1に記載
の建築用鉄骨連結部材。4. The building according to claim 1, wherein a plate body with locking means forming a second plate surface is rotatably assembled to the back surface of the bent plate body having the first plate surface. Steel frame connecting member.
に、プレート面と略直角の面を持つ舌片部を設け、その
舌片部の両サイドに係止翼を延設し、その係止翼を上下
互いに対向する方向に折り曲げることによって、その折
り曲げられた係止翼と第2のプレート面とで垂直板部を
挟み込み固定可能とした請求項1〜4のいずれかに記載
の建築用鉄骨連結部材。5. The locking means is provided with a tongue piece having a surface substantially perpendicular to the plate surface on the side opposite to the first plate surface, and locking wings are provided on both sides of the tongue piece. The vertical plate portion can be sandwiched and fixed by the bent locking wings and the second plate surface by bending the locking wings in a direction in which the locking wings are opposed to each other. Steel connection members for construction.
に、プレート面と略直角の面を持つ舌片部を設け、その
舌片部を上下互いに対向する方向に折り曲げることによ
って、その折り曲げられた舌片部の端縁と第2のプレー
ト面とで垂直板部を挟み込み固定可能とした請求項1〜
4のいずれかに記載の建築用鉄骨連結部材。6. The locking means is provided with a tongue piece portion having a surface substantially perpendicular to the plate surface on the side opposite to the first plate surface, and the tongue piece portions are bent in a vertically opposing direction, The vertical plate portion can be sandwiched and fixed by the edge of the bent tongue portion and the second plate surface.
The steel frame connecting member for construction according to any one of 4 above.
にプレート面と略直角の面を持つ舌片部を設け、その舌
片部に係止爪を切り起こし可能に形成し、その係止爪を
上下互いに対向する方向に切り起こすことによって、そ
の切り起こされた係止爪と第2のプレート面とで垂直板
部を挟み込み固定可能とした請求項1〜4のいずれかに
記載の建築用鉄骨連結部材。7. The locking means is provided with a tongue portion having a surface substantially perpendicular to the plate surface on the side opposite to the second plate surface, and the locking claw is formed on the tongue piece so as to be cut and raised. 5. A vertical plate portion can be sandwiched and fixed by the cut-and-raised locking claws and the second plate surface by cutting and raising the locking claws in a direction vertically opposed to each other. The steel frame connecting member for construction described.
にプレート面と直角の面を持つ舌片部を折り曲げ形成
し、その舌片部に抜き孔を設け、その抜き穴に楔部材を
挿通することで、その挿通された楔部材と第2のプレー
ト面とで垂直板部を挟み込み固定可能とした請求項1〜
4のいずれかに記載の建築用鉄骨連結部材。8. The locking means is formed by bending a tongue portion having a surface perpendicular to the plate surface on the side opposite to the first plate surface, forming a hole in the tongue portion, and forming a wedge in the hole. The vertical plate portion can be sandwiched and fixed by the inserted wedge member and the second plate surface by inserting the member.
The steel frame connecting member for construction according to any one of 4 above.
一方の板体に形成した貫通孔に他方に形成した筒状ボス
部を挿通してその先端縁を拡げることにより互いに回動
自在に組み付けられた請求項5に記載の建築用鉄骨連結
部材。9. The folding plate body and the plate body with locking means are
The building steel frame connecting member according to claim 5, wherein the tubular boss portions formed in the other plate are inserted into the through holes formed in the one plate body and the tip edges thereof are widened so that they are rotatably assembled with each other.
が、ボルトを介して互いに回動自在に組み付けられた請
求項5に記載の建築用鉄骨連結部材。10. The building steel frame connecting member according to claim 5, wherein the bent plate body and the plate body with the locking means are rotatably assembled to each other via a bolt.
1〜10のいずれかに記載の建築用鉄骨連結部材。11. The steel frame connecting member for construction according to claim 1, wherein a stopper is provided so as to project in the holding portion.
用鉄骨連結部材における第2のプレート面側を梁に沿っ
て取り付けられた横長い垂直板部に係止固定し、第1の
プレート面で角型鋼材を保持固定することを特徴とした
建築用鉄骨の連結方法。12. The construction according to any one of claims 1 to 11, wherein the second plate surface side of the building steel connection member is locked and fixed to a horizontally long vertical plate portion attached along a beam, A method for connecting building steel frames, characterized in that a square steel material is held and fixed by a plate surface.
片側縁に沿って横姿勢にて溶接されたT字型鋼により形
成されている請求項12に記載した建築用鉄骨の連結方
法。13. The method for connecting a building steel frame according to claim 12, wherein the vertical plate portion is formed of T-shaped steel welded in a horizontal position along an upper plate side edge of an H-shaped steel as a beam. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001374625A JP3939972B2 (en) | 2001-12-07 | 2001-12-07 | STRUCTURAL STEEL CONNECTION MEMBER AND ARCHITECTURE STEEL CONNECTION METHOD USING THE ARCHITECTURE STEEL CONNECTION MEMBER |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001374625A JP3939972B2 (en) | 2001-12-07 | 2001-12-07 | STRUCTURAL STEEL CONNECTION MEMBER AND ARCHITECTURE STEEL CONNECTION METHOD USING THE ARCHITECTURE STEEL CONNECTION MEMBER |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2003171989A true JP2003171989A (en) | 2003-06-20 |
JP3939972B2 JP3939972B2 (en) | 2007-07-04 |
Family
ID=19183164
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001374625A Expired - Fee Related JP3939972B2 (en) | 2001-12-07 | 2001-12-07 | STRUCTURAL STEEL CONNECTION MEMBER AND ARCHITECTURE STEEL CONNECTION METHOD USING THE ARCHITECTURE STEEL CONNECTION MEMBER |
Country Status (1)
Country | Link |
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JP (1) | JP3939972B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275782A (en) * | 2009-05-29 | 2010-12-09 | Hitachi Plant Technologies Ltd | Module structure and plant construction method |
CN104453014A (en) * | 2014-11-14 | 2015-03-25 | 中国建筑第八工程局有限公司 | Connecting method and connecting structure of 3D printing filling wall and constructional column |
CN112177167A (en) * | 2020-10-09 | 2021-01-05 | 江苏跃界装配式建筑科技有限公司 | A kind of assembly and connection method of ALC wall panel and wooden structure main body |
CN114087266A (en) * | 2021-10-27 | 2022-02-25 | 山西全旅新材料科技有限公司 | High-strength all-aluminum office furniture installation device and installation method thereof |
CN114250862A (en) * | 2021-12-30 | 2022-03-29 | 郑州宸博建筑科技有限公司 | High-strength building steel structure and fastening device for building |
-
2001
- 2001-12-07 JP JP2001374625A patent/JP3939972B2/en not_active Expired - Fee Related
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010275782A (en) * | 2009-05-29 | 2010-12-09 | Hitachi Plant Technologies Ltd | Module structure and plant construction method |
US8671625B2 (en) | 2009-05-29 | 2014-03-18 | Hitachi, Ltd. | Module structure and plant construction method |
CN104453014A (en) * | 2014-11-14 | 2015-03-25 | 中国建筑第八工程局有限公司 | Connecting method and connecting structure of 3D printing filling wall and constructional column |
CN112177167A (en) * | 2020-10-09 | 2021-01-05 | 江苏跃界装配式建筑科技有限公司 | A kind of assembly and connection method of ALC wall panel and wooden structure main body |
CN114087266A (en) * | 2021-10-27 | 2022-02-25 | 山西全旅新材料科技有限公司 | High-strength all-aluminum office furniture installation device and installation method thereof |
CN114250862A (en) * | 2021-12-30 | 2022-03-29 | 郑州宸博建筑科技有限公司 | High-strength building steel structure and fastening device for building |
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---|---|
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