JP2000192662A - Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies - Google Patents

Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies

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Publication number
JP2000192662A
JP2000192662A JP10366428A JP36642898A JP2000192662A JP 2000192662 A JP2000192662 A JP 2000192662A JP 10366428 A JP10366428 A JP 10366428A JP 36642898 A JP36642898 A JP 36642898A JP 2000192662 A JP2000192662 A JP 2000192662A
Authority
JP
Japan
Prior art keywords
lattice
wall
joint
pieces
grid
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.)
Withdrawn
Application number
JP10366428A
Other languages
Japanese (ja)
Inventor
Noriaki Ishibashi
典昭 石橋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kumagai Gumi Co Ltd
Original Assignee
Kumagai Gumi Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kumagai Gumi Co Ltd filed Critical Kumagai Gumi Co Ltd
Priority to JP10366428A priority Critical patent/JP2000192662A/en
Publication of JP2000192662A publication Critical patent/JP2000192662A/en
Withdrawn legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To facilitate joining of lattice-face-shaped bodies constituting a wall body and to make an operation for construction of a wall efficient. SOLUTION: A lattice-face-shaped body 7 for fixation to a pillar has a joint part 10 prepared by forming one end part of a lateral material 9 in the shape of a loop in a pillar 3 and the joint part 10 is made to project from the pillar 3, while the other end thereof is fitted fixedly in the pillar 3. A pair of pieces of the lattice-face-shaped bodies 7 is fitted at a prescribed space between in the direction of the wall thickness. Then, a pair of pieces of lattice- face-shaped bodies 5 and 6 each having joint parts 10 prepared by forming the lateral material 9 in the shape of the loop in the opposite end parts are provided in the lengthwise direction of the wall, with the wall thickness held between by a spacer 12. Moreover, the joint part 10 of each piece of the lattice-face-shaped bodies 7 for fixation to the pillar and that of each piece of the lattice-face-shaped bodies 5 and 6 are put on each other and joined. Then, pieces of the lattice-face-shaped bodies 5 to be connected subsequently are provided in a pair and the joint parts 10 of the bodies 5 and those of the bodies 5 and 6 provided previously are put on each other and joined, while the wall thickness is held between the pieces by the spacer 12. The wall 4 is formed by repeating this operation.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は格子面状体の継手方
法及び該格子面状体を用いる壁施工方法に関するもので
あり、特に建物の柱間に仕切壁を構築する格子面状体の
継手方法及び該格子面状体を用いる壁施工方法に関する
ものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of joining a lattice-like body and a method of wall construction using the lattice-like body, and more particularly to a joint of a lattice-like body for constructing a partition wall between columns of a building. The present invention relates to a method and a wall construction method using the lattice planar body.

【0002】[0002]

【従来の技術】従来、集合住宅等の部屋と部屋とを仕切
る壁を鉄筋格子にて構築する場合、該壁は窓もなく平面
版の形状となるため、壁を構成する鉄筋格子は工場にて
鉄筋の割り付け図に基づき横筋と縦筋とを溶接により十
字形の格子状に組み、運搬可能な大きさの面状体のピー
スごとに製作する。各ピースは施工現場に搬入後、揚重
機にて建物の壁設置場所の柱近傍に仮置きする。
2. Description of the Related Art Conventionally, when a wall that separates rooms of an apartment house or the like is constructed of a reinforced grid, the wall has a flat plate shape without windows, and thus a reinforced grid forming the wall is supplied to a factory. Based on the layout of the reinforcing bars, the horizontal and vertical bars are assembled into a cruciform lattice by welding, and are manufactured for each piece of planar body that can be transported. After each piece is carried into the construction site, it is temporarily placed near the pillars at the building wall installation site using a lifting machine.

【0003】次に、柱より1ピースずつセットして壁体
を組み立てていく。その際、柱とピースとの接合は鉄筋
格子の横筋の1本ずつに添え筋を規定の定着しろ(35
D,D:鉄筋径)を保持して番線等で結束する。又、各
ピース間の接合も鉄筋格子の横筋同士を1本ずつ規定の
重なりしろ(40D,D:鉄筋径)を保持して番線等で
結束する。
Next, the wall is assembled by setting one piece at a time from the pillar. At this time, the joint between the column and the piece should be fixed to the specified reinforcing bar for each of the horizontal bars of the reinforcing bar grid (35).
D, D: Reinforcing bar diameter) and hold them together with a wire or the like. In addition, the joints between the pieces are also bound together by a wire or the like while maintaining a specified overlap margin (40D, D: rebar diameter) of the horizontal rebars one by one.

【0004】[0004]

【発明が解決しようとする課題】従来の鉄筋格子は、横
筋と縦筋とを十字形に組んであり、該鉄筋格子のピース
間の接合部に位置する横筋は格子に従って水平に突出し
ている。そのため、横筋同士を接合する際、規定の重な
りしろを保持するためには重なりしろが大きく必要とな
り、その分、材料も余計に掛かると共に各ピースを支持
しながら接合部の横筋を1本1本結束する必要があり、
非常に面倒で手間の掛かる作業となり労務費も多大に掛
かる。
In a conventional reinforcing bar grid, a horizontal bar and a vertical bar are assembled in a cross shape, and the horizontal bar located at the joint between the pieces of the reinforcing bar grid projects horizontally in accordance with the grid. Therefore, when joining the horizontal streaks, it is necessary to have a large overlap margin in order to maintain the specified overlap margin, and accordingly, it takes extra material and the horizontal streaks of the joints are supported one by one while supporting each piece. Need to be united,
It is very troublesome and troublesome work, and labor costs are also high.

【0005】又、鉄筋格子のピースを柱内へ定着するた
めの接合に於ても、該ピースの横筋1本1本に規定の定
着しろを保持する添え筋を結束して柱に定着している。
そのため、添え筋の結束作業に非常に手間が掛かると共
に柱との接合部の強度にも問題があった。
[0005] Also, in joining for fixing the pieces of the reinforcing bar lattice into the columns, the reinforcing bars holding a specified fixing margin are fixed to each of the horizontal streaks of the pieces and fixed to the columns. I have.
For this reason, it takes a lot of time and labor to tie the attachment lines, and there is also a problem in the strength of the joint with the pillar.

【0006】そこで、仕切壁を構築する際、鉄筋格子の
接合部の強度が強く、接合作業も容易に行え、作業効率
を向上させて工期を短縮し、使用材料も節減するために
解決すべき技術的課題が生じてくるのであり、本発明は
この課題を解決することを目的とする。
[0006] Therefore, when constructing the partition wall, the strength of the joint portion of the reinforcing bar lattice is strong, the joining operation can be easily performed, the work efficiency is improved, the construction period is shortened, and the material to be used is reduced. A technical problem arises, and an object of the present invention is to solve this problem.

【0007】[0007]

【課題を解決するための手段】本発明は上記目的を達成
するために提案されたものであり、縦材と横材とを格子
状に組合せる面状体の端部を相互に接合する該格子面状
体の継手方法に於て、該格子面状体の接合部に位置する
部材の端部をループ状に形成すると共に、他方の該格子
面状体の接合部に位置するループ状の端部とを重合させ
て接合する格子面状体の継手方法、及び前記格子面状体
の接合部に位置する部材の端部は左右千鳥に連続してル
ープ状を形成する格子面状体の継手方法、並びに建物の
柱間に複数の格子面状体のピースを接合して配設し、該
格子面状体によって各部屋を仕切る壁を構築する壁施工
方法に於て、該柱内に横材の一端部をループ状に形成す
る継手部を有し、且つ、該継手部は該柱より突出させ、
又、他端は該柱内に止着する柱定着用格子面状体のピー
スを壁厚方向に一定間隔で一対取着し、その後、両端部
の横材をループ状に形成してなる該継手部を有する該格
子面状体のピースをスペーサで壁厚を保持して壁長手方
向に一対配設し、更に該柱定着用格子面状体のピースの
該継手部と該格子面状体のピースの該継手部とを重合さ
せて接合させ、更に次の該格子面状体のピースを一対配
設し、該ピース間を該スペーサで保持すると共に、該格
子面状体の該継手部と前に配設した格子面状体の継手部
とを重合させて接合し、以下繰り返して壁を形成する格
子面状体を用いる壁施工方法を提供するものである。
DISCLOSURE OF THE INVENTION The present invention has been proposed to achieve the above-mentioned object, and it is intended to join the ends of a planar body in which vertical members and horizontal members are combined in a grid pattern. In the joint method of a lattice planar body, an end of a member located at a joint of the lattice planar body is formed in a loop shape, and a loop-shaped member located at a joint of the other lattice planar body is formed. The joining method of the lattice planar body joined by overlapping the ends, and the end of the member located at the joint of the lattice planar body is formed of a lattice planar body that continuously forms a loop shape in a staggered left and right direction. In the joint method, and a wall construction method of joining and arranging a plurality of pieces of lattice planes between pillars of a building and constructing a wall that partitions each room by the lattice planes, It has a joint that forms one end of the cross member in a loop shape, and the joint protrudes from the pillar,
The other end is formed by attaching a pair of pieces of a grid fixing planar body fixed to the pillar at fixed intervals in the wall thickness direction, and then forming horizontal members at both ends in a loop shape. A pair of the lattice plane piece having a joint portion is disposed in a pair in the longitudinal direction of the wall while maintaining the wall thickness with a spacer, and the joint section and the lattice plane body of the pillar fixing lattice plane piece are further provided. The two pieces of the lattice plane are joined together by superimposing them and the next piece of the lattice plane is arranged, the spacers are held between the pieces, and the joints of the lattice plane are held. The present invention is to provide a wall construction method using a lattice planar member that forms a wall by repeatedly superimposing and joining a joint portion of the lattice planar member disposed before.

【0008】[0008]

【発明の実施の形態】以下、本発明の一実施の形態を図
1乃至図3に従って詳述する。図1は集合住宅等の建物
の柱3,3間に部屋と部屋とを仕切るための壁4を示
し、該壁4は1階の床面1から2階の床面2の下部まで
構築する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below in detail with reference to FIGS. FIG. 1 shows a wall 4 for partitioning a room between pillars 3 and 3 of a building such as an apartment house, and the wall 4 is constructed from the floor 1 on the first floor to the lower part of the floor 2 on the second floor. .

【0009】該壁4は図2に示すように、設計に従い工
場で縦材8と横材9とを鉄筋や線材で格子状に組合せ、
その交差部9aは溶着して各種の格子面状体5,6,7
を製作して施工場所で該格子面状体5,6,7の各ピー
スを連結して構築する。鉄筋で格子を形成するものは鉄
筋格子と云い、線材で形成するものは溶接金網と云う
が、該交差部9aの溶接強度は鉄筋格子よりも溶接金網
の方を大きくするように規定されている。前記格子面状
体5,6,7の各ピースの形、大きさ等は壁4の設計に
従い前記したように割り付け図によって製作される。
As shown in FIG. 2, the wall 4 is formed by combining a vertical member 8 and a horizontal member 9 in a lattice shape with a reinforcing bar or a wire rod at a factory according to the design.
The intersections 9a are welded to form various lattice planes 5, 6, 7
Is manufactured, and the pieces of the lattice planes 5, 6, and 7 are connected and constructed at a construction site. What forms a grid with a reinforcing bar is called a reinforcing bar grid, and those formed with a wire are called a welded wire mesh. The welding strength of the intersection 9a is defined so that the welded wire mesh is larger than the reinforcing wire grid. . The shape, size, and the like of each piece of the lattice planes 5, 6, and 7 are manufactured according to the layout drawing according to the design of the wall 4 as described above.

【0010】図2(a)は壁体として数多く使用される
定形の格子面状体5の1ピースを示し、前記縦材8を等
間隔で10本並べる大きさに製作する。該縦材8と交差
して格子を構成する前記横材9は、両端の該縦材8との
間では上下に等間隔に配設されて交差部9aにて該縦材
8と溶着される。該縦材8から水平に突出して各ピース
間の前記横材9とを接合するための継手部10は上部の
該横材9から直ぐ下の該横材9へループ状に形成し、且
つ、該継手部10は左右千鳥に該横材9を連続させるこ
とにより形成する。尚、連続する該横材9の最上部と最
下部であって、該継手部10と反対側の該縦材8から水
平に突出する部分の長さは、各ピースとの接合長さ分必
要である。
FIG. 2 (a) shows one piece of a regular lattice plane member 5 which is often used as a wall, and is manufactured in such a size that ten vertical members 8 are arranged at equal intervals. The horizontal members 9 which intersect with the vertical members 8 to form a lattice are disposed at equal intervals in the vertical direction between the vertical members 8 at both ends and are welded to the vertical members 8 at the intersections 9a. . A joint portion 10 projecting horizontally from the vertical member 8 and joining the horizontal member 9 between the pieces is formed in a loop from the upper horizontal member 9 to the horizontal member 9 immediately below, and The joint portion 10 is formed by connecting the cross member 9 to the left and right staggers. Note that the length of the uppermost portion and the lowermost portion of the continuous horizontal member 9, which protrudes horizontally from the vertical member 8 on the opposite side to the joint portion 10, is required to be equal to the joint length with each piece. It is.

【0011】又、該継手部10のループ形状は後述する
壁4の施工に際し、前記格子面状体5,6,7の各ピー
スの該継手部10の重合の容易性や継手強度を強くする
ために円弧状に形成するが、多角形に形成してもよい。
又、該継手部10は予め円弧状のループに形成した端部
のみを製作して置き、後で前記横材9に溶着して一体化
してもよい。前記定形の格子面状体5は左右夫々に5個
の該継手部10を有する格子状の部分と1階と2階との
壁4の接続のために前記縦材8のみを鉛直に立設した部
分とから構成される。
Further, the loop shape of the joint portion 10 enhances the easiness of stacking of the joint portion 10 and the joint strength of each piece of the lattice plane members 5, 6, 7 when the wall 4 described later is constructed. For this reason, it is formed in an arc shape, but may be formed in a polygonal shape.
Alternatively, only the end portion of the joint portion 10 previously formed into an arc-shaped loop may be manufactured and placed, and then welded to the cross member 9 to be integrated. The fixed lattice plane 5 is provided with only the vertical members 8 standing upright to connect the lattice-like portion having the five joints 10 on the left and right sides and the wall 4 between the first floor and the second floor. It consists of the part which did.

【0012】次に図2(b)に示す格子面状体6を説明
する。該格子面状体6は後述する壁4の施工に際し、前
記格子面状体5,6,7の各ピースの壁長手方向の継手
部位置をずらして該継手部10が同じ位置にこないよう
継手強度を保つために前記柱3,3近傍に壁の長さ調整
用に用いられる。
Next, the lattice plane member 6 shown in FIG. 2B will be described. At the time of constructing the wall 4 to be described later, the lattice planar body 6 shifts the joint positions of the pieces of the lattice planar bodies 5, 6, 7 in the longitudinal direction of the wall so that the joints 10 do not come to the same position. It is used for adjusting the length of the wall in the vicinity of the columns 3 and 3 to maintain the strength.

【0013】該格子面状体6は前記定形の格子面状体5
と比べ大きさは半分とし、前記縦材8を等間隔で5本並
べる。又、前記横材9は前記定形の格子面状体5と同じ
く該縦材8から水平に突出し、左右千鳥に円弧状のルー
プに形成して前記継手部10を夫々5個設けて格子状に
すると共に、該縦材8の上部は前記定形の格子面状体5
と同じく該縦材8のみを鉛直に立設する。該縦材8と該
横材9との交差部9aの構成や他の部分についても前記
定形の格子面状体5と同様とする。
The lattice plane 6 is formed of the above-mentioned regular lattice plane 5.
The size is reduced to half, and five vertical members 8 are arranged at equal intervals. The horizontal member 9 projects horizontally from the vertical member 8 like the standard lattice plane member 5 and is formed in an arc-shaped loop in a staggered right and left direction. At the same time, the upper part of the vertical member 8 is
Similarly, only the vertical member 8 is erected vertically. The structure of the intersection 9a between the vertical member 8 and the horizontal member 9 and other portions are the same as those of the regular lattice plane member 5.

【0014】次に図2(c)に示す柱3,3に定着され
る柱定着用格子面状体7を説明する。該柱定着用格子面
状体7は該縦材8の1本と該横材9とを上下等間隔の交
差部9aで格子状に溶着して形成する。該横材9は該柱
3,3に定着する長さを有する上下平行な部分と該縦材
8から突出し、該横材9を円弧状のループに形成して各
格子面状体5,6の継手部10と重合する該継手部10
を5個有するように形成する。 尚、上部の該横材9の
該縦材8からの突出部は、接合する格子面状体5,6の
該横材9との接合長さ分必要とする。又、上部の該縦材
8の長さも前記のように上部壁4との接続のために必要
な長さ分鉛直に立設させる。
Next, a description will be given of the pillar fixing lattice plane 7 fixed to the pillars 3 and 3 shown in FIG. 2 (c). The column fixing lattice plane 7 is formed by welding one of the vertical members 8 and the horizontal member 9 in a lattice shape at intersections 9a at equal intervals in the vertical direction. The cross members 9 project from the vertically parallel portions having a length fixed to the columns 3 and 3 and the vertical members 8, and form the cross members 9 into an arc-shaped loop to form each of the lattice plane members 5, 6. Joint part 10 that overlaps with joint part 10
Are formed to have five. In addition, the projecting portion of the upper horizontal member 9 from the vertical member 8 is required for the bonding length of the lattice planes 5 and 6 to be bonded to the horizontal member 9. In addition, the length of the upper vertical member 8 is also set up vertically by the length necessary for connection with the upper wall 4 as described above.

【0015】次に図1(a)及び(b)に従って該壁4
の施工方法を説明する。該柱3,3構築後該壁4の施工
場所へ工場で製作された必要数の該格子面状体5,6,
7を揚重機(図示せず)により運び入れる。その後、該
柱3,3内に設計壁厚に従って前記柱定着用格子面状体
7の1ピースを間隔を置いて一対前記継手部10を該柱
3,3の外側に向けて配設する。該柱3,3と前記横材
9,9…とは番線(図示せず)等にて位置がずれないよ
うに適宜結束する。
Next, according to FIGS. 1A and 1B, the wall 4
The construction method will be described. After constructing the pillars 3,3, the required number of the lattice planes 5,6 manufactured in the factory at the construction site of the wall 4
7 is carried in by a lifting machine (not shown). Thereafter, a pair of the joint fixing portions 10 are disposed inside the pillars 3 and 3 toward the outside of the pillars 3 and 3 with one piece of the grid fixing lattice-shaped body 7 spaced apart according to the design wall thickness. The columns 3, 3 and the cross members 9, 9,... Are appropriately bound by a wire (not shown) or the like so as not to be displaced.

【0016】次に一方の該柱定着用格子面状体7の該継
手部10と前記定形の格子面状体5の該継手部10とが
円形を確保するように重ね合せて位置決めを行い、該定
形の格子面状体5の1ピースを配設する。該継手部10
同志の重ね合せ部分の接合は、番線11等で1個所置き
に結束すれば十分である。他方の該柱定着用格子面状体
7の該継手部10には、継手部位置をずらすために前記
格子面状体6の該継手部10とが円形を確保するように
重ね合せて位置決めを行い、該格子面状体6の1ピース
を配設する。該継手部10同志の重ね合せ部分の接合は
前記のように番線11等で1個所置きに結束する。
Next, the joint portion 10 of one of the pillar fixing lattice planar members 7 and the joint portion 10 of the fixed lattice planar member 5 are overlapped and positioned so as to secure a circular shape. One piece of the regular lattice plane 5 is disposed. The joint 10
It is sufficient for the overlapping portions of the competitors to be tied every other place with the wire 11 or the like. In order to shift the position of the joint portion, the joint portion 10 of the other pillar fixing lattice planar member 7 is overlapped with the joint portion 10 of the lattice planar member 6 so as to secure a circular shape, and the positioning is performed. Then, one piece of the lattice planar body 6 is provided. The joints of the overlapping portions of the joint portions 10 are bound at every other position by the number line 11 or the like as described above.

【0017】又、該定形の格子面状体5と該格子面状体
6との建て込みを行う場合、壁厚を確保するために後述
のスペーサ12を所々に該定形の格子面状体5の横材9
と該格子面状体6の横材9の間に係着して位置決めを行
う。その後、該定形の格子面状体5と該格子面状体6の
壁4の長手方向に夫々次の該定形の格子面状体5,5の
1ピースを配設し、該継手部10同志が円形を確保する
ように重ね合せて該継手部10の1個所置きに番線11
等で結束して位置決めする。又、該定形の格子面状体
5,5の横材9間にもスペーサ12を所々に係着して壁
厚を確保する。同様にして、所定の該定形の格子面状体
5,5…のピースを建て込んで延長した後、一方の柱3
に配設されている前記柱定着用格子面状体7との接合部
では壁4の長さを調整するために他方の柱と反対位置へ
前記格子面状体6のピースを建て込んで所定の壁4を形
成する。
In the case where the regular lattice plane 5 and the lattice plane 6 are erected, spacers 12 to be described later are sometimes added to the regular lattice plane 5 in order to secure a wall thickness. Horizontal material 9
And the cross member 9 of the lattice plane member 6 is engaged to perform positioning. Thereafter, one piece each of the next fixed lattice planes 5 and 5 is disposed in the longitudinal direction of the fixed lattice plane body 5 and the wall 4 of the lattice plane body 6, respectively. Are overlapped so as to ensure a circular shape, and a wire 11
And position it. In addition, spacers 12 are interlocked between the cross members 9 of the fixed lattice plane members 5 to secure the wall thickness. Similarly, after a predetermined piece of the lattice-shaped planar bodies 5, 5,...
In order to adjust the length of the wall 4 at the joint portion with the column fixing grid plane member 7 disposed at a predetermined position, a piece of the grid plane body 6 is erected at a position opposite to the other column and fixed. Is formed.

【0018】尚、該格子面状体5,6の各ピースを壁4
の長手方向に延長する場合、各ピースを交互に重ね合せ
て施工すると手間が掛かり過ぎるので、図示のように各
ピースを片側から順番に重ね合せて施工すると施工時間
が短縮される。更に各ピースの継手部10は左右千鳥に
設けられているので、ピース間の接合はピース1枚毎に
裏側に配設して該継手部10のループ同志が重ね合うよ
うにして施工する。
Each piece of the lattice planes 5 and 6 is
When the pieces are extended in the longitudinal direction, it takes too much time to alternately stack the pieces, and thus, when the pieces are overlapped from one side in order as shown in the figure, the time required for the work is reduced. Further, since the joint portions 10 of the respective pieces are provided in a staggered manner on the left and right sides, the joining between the pieces is disposed on the back side for each piece, and the joining is performed such that the loops of the joint portions 10 overlap.

【0019】図1(c)は、図1(b)に示す該壁4の
平面の他の実施形態を示す。
FIG. 1 (c) shows another embodiment of the plane of the wall 4 shown in FIG. 1 (b).

【0020】図示のように、一方の柱3から他方の柱3
へ配置される下側の各格子面状体5,6の配置及び壁厚
方向の重ね合せ位置は、図1(b)と同一に形成する
が、壁厚方向に向き合う上側の各格子面状体5,6の壁
厚方向の重ね合せ位置は、図1(b)と反対の該格子面
状体6の外側で行う。以下、次に配置される該定形の格
子面状体5の重ね合せ位置も順次外側で行う。
As shown, one pillar 3 moves to the other pillar 3
The arrangement of the lower lattice planes 5 and 6 and the overlapping position in the wall thickness direction are formed the same as in FIG. 1B, but the upper lattice planes facing the wall thickness direction are arranged in the same manner. The superposition position of the bodies 5 and 6 in the wall thickness direction is performed outside the lattice plane body 6 opposite to the one shown in FIG. Hereinafter, the overlapping position of the next regular lattice planar body 5 to be arranged is sequentially performed outside.

【0021】尚、壁厚方向に向かい合う該定形の格子面
状体5,5…の表、裏面の位置関係は、図1(b)と同
一であり、交互に配置する。
The positional relationship between the front and back surfaces of the regular lattice planes 5, 5,... Facing the wall thickness direction is the same as in FIG.

【0022】又、向かい合う該定形の格子面状体5,5
間には、所々に位置決めする該スペーサ12を配設す
る。
Also, the fixed lattice planar bodies 5, 5 facing each other.
The spacers 12 that are positioned in some places are disposed between them.

【0023】図3は、壁厚を保持するためのスペーサ1
2を示し樹脂や金属で製作する。
FIG. 3 shows a spacer 1 for maintaining the wall thickness.
2 is made of resin or metal.

【0024】前記格子面状体5,5のピースを所定の間
隔Lに配設するために、該格子面状体5,5の横材9の
鉄筋に両側の係着部14,14を引掛けて取り付ける。
該係着部14,14は、3種類の大きさの鉄筋に係着で
きるように開口部14a,14aに連通して大、中、小
の3個の円により形成されており、鉄筋径が異なった所
での使用にも兼用できるようにする。該係着部14,1
4間の略中央に間隔Lを保持するために部材13でつな
いで一体化する。該スペーサ12は単に間隔Lを保持す
るためであるから厚さTは薄くてよく、パンチング加工
で製作してもよい。前記柱3,3間に前記格子面状体
5,6,7…の各ピースを配設した後は、各ピースの外
側に設計壁厚に応じて型枠(図示せず)を組立て、該型
枠内にコンクリートを充填して部屋と部屋とを仕切る壁
を構築する。
In order to arrange the pieces of the lattice planes 5, 5 at a predetermined interval L, the engaging portions 14, 14 on both sides are pulled to the reinforcing bar of the cross member 9 of the lattice planes 5, 5. Hang and attach.
The engaging portions 14, 14 are formed by three large, medium, and small circles communicating with the openings 14a, 14a so as to be able to engage with reinforcing bars of three different sizes. It can be used for different places. The engaging part 14, 1
In order to maintain a distance L at substantially the center between the four members 4, they are connected by a member 13 and integrated. Since the spacer 12 is merely for maintaining the interval L, the thickness T may be thin and may be manufactured by punching. After arranging the pieces of the lattice planar bodies 5, 6, 7,... Between the columns 3, 3, a formwork (not shown) is assembled on the outside of each piece in accordance with the design wall thickness. A wall is formed between the rooms by filling concrete in the formwork.

【0025】尚、実施例に示した格子面状体の形、大き
さ、縦材や横材の本数等はこれに限定されるべきもので
はなく、壁の設計により適宜変更される。又、実施例は
壁の施工について説明したが、スラブの施工に於ても利
用できる。斯くして、各格子面状体5,6,7…を効率
よく配設することにより壁4の施工が従来の作業に比
し、より簡便となる。
It should be noted that the shape, size, number of vertical members and horizontal members, etc. of the lattice plane shown in the embodiment are not limited to these, and may be appropriately changed depending on the design of the wall. Further, although the embodiment has been described with respect to the construction of the wall, it can be used in the construction of the slab. In this way, by arranging the lattice planes 5, 6, 7,... Efficiently, the construction of the wall 4 becomes simpler than the conventional work.

【0026】尚、本発明は、本発明の精神を逸脱しない
限り種々の改変を為すことができ、そして、本発明が該
改変されたものに及ぶことは当然である。
The present invention can be variously modified without departing from the spirit of the present invention, and it goes without saying that the present invention extends to the modified ones.

【0027】[0027]

【発明の効果】本発明は、格子面状体の接合部をループ
状に形成して、接合部同志を重合して接合することによ
り相互の格子面状体の位置決めが容易にでき、結束個所
も少なくすることができると共に、継手部の使用材料を
節減して継手強度を確保することができる。又、接合部
の端部をループ状に形成したので、格子面状体の組立等
に於て、作業者が該端部の突出によって怪我をすること
もなく、安全に作業が行える。更に、格子面状体の端部
は左右千鳥にループ状の接合部を形成したので、複数の
格子面状体を接合するときに効率よく配設して接合でき
る。又、柱にループ状の継手部を有する柱定着用格子面
状体を配設し、格子面状体の継手部との重合により継手
部の使用材料を節減して、継手強度を確保すると共に接
合作業も容易に行える。
According to the present invention, the joints of the lattice planes are formed in a loop shape, and the joints are overlapped and joined to each other, whereby the mutual positioning of the lattice planes can be facilitated, and the binding points In addition to reducing the number of materials used, the joint material can be saved and the joint strength can be ensured. In addition, since the end of the joining portion is formed in a loop shape, the worker can safely work without being injured by the protrusion of the end in assembling the lattice plane body or the like. Further, since the end portions of the lattice planes are formed with a loop-like joint in a staggered right and left direction, a plurality of lattice planes can be efficiently arranged and joined when joining. In addition, a column fixing grid surface having a loop-shaped joint portion on the column is provided, and the material used for the joint portion is reduced by polymerization with the joint portion of the grid surface member, thereby securing joint strength. The joining operation can be easily performed.

【0028】又、連続して配設する格子面状体の接合作
業に於ても同様の効果がある。従って、継手部分の材料
費を縮減すると共に、継手部の施工の工数を減少させて
壁施工に於て大幅な工期の短縮になり、工事費のコスト
ダウンに寄与する等、正に諸種の著大なる効果を奏する
発明である。
The same effect can be obtained in the joining operation of the lattice planes continuously arranged. Therefore, while reducing the material cost of the joint part, the man-hour for the joint part is reduced, the construction period is greatly shortened in wall construction, and it contributes to the cost reduction of the construction cost. This is an invention having a great effect.

【図面の簡単な説明】[Brief description of the drawings]

【図1】(a)本発明の実施の形態を示し、柱間に壁を
構成する格子面状体を配設する側面図。 (b)図1(a)の平面図。 (c)他の実施の形態を示す図1(a)の平面図。
FIG. 1A is a side view showing an embodiment of the present invention, in which a grid-like body constituting a wall is disposed between columns. FIG. 1B is a plan view of FIG. (C) Plan view of FIG. 1A showing another embodiment.

【図2】(a)定形の格子面状体の側面図。 (b)格子面状体の側面図。 (c)柱定着用格子面状体の側面図。FIG. 2 (a) is a side view of a regular lattice plane. (B) The side view of a lattice planar body. (C) A side view of the grid fixing sheet for column fixing.

【図3】(a)スペーサの側面図。 (b)図3の平面図。FIG. 3A is a side view of a spacer. (B) The top view of FIG.

【符号の説明】[Explanation of symbols]

3 柱 4 壁 5 定形の格子面状体 6 格子面状体 7 柱定着用格子面状体 8 縦材 9 横材 10 継手部 12 スペーサ 3 Pillar 4 Wall 5 Regular lattice plane 6 Grid plane 7 Grid lattice for column fixing 8 Vertical member 9 Horizontal member 10 Joint part 12 Spacer

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 縦材と横材とを格子状に組合せる面状体
の端部を相互に接合する該格子面状体の継手方法に於
て、該格子面状体の接合部に位置する部材の端部をルー
プ状に形成すると共に、他方の該格子面状体の接合部に
位置するループ状の端部とを重合させて接合することを
特徴とする格子面状体の継手方法。
1. A method of joining lattice planes to join ends of planes in which longitudinal members and horizontal members are combined in a lattice pattern, wherein the ends of the lattice planes are joined to each other. Forming an end portion of the member to be looped into a loop shape, and joining the looped end portion located at the joining portion of the other lattice plane member by superimposing and joining them. .
【請求項2】 前記格子面状体の接合部に位置する部材
の端部は左右千鳥に連続してループ状を形成する請求項
1記載の格子面状体の継手方法。
2. The method according to claim 1, wherein the ends of the members located at the joints of the lattice planes form a continuous loop in a staggered manner.
【請求項3】 建物の柱間に複数の格子面状体のピース
を接合して配設し、該格子面状体によって各部屋を仕切
る壁を構築する壁施工方法に於て、該柱内に横材の一端
部をループ状に形成する継手部を有し、且つ、該継手部
は該柱より突出させ、又、他端は該柱内に止着する柱定
着用格子面状体のピースを壁厚方向に一定間隔で一対取
着し、その後、両端部の横材をループ状に形成してなる
該継手部を有する該格子面状体のピースをスペーサで壁
厚を保持して壁長手方向に一対配設し、更に該柱定着用
格子面状体のピースの該継手部と該格子面状体のピース
の該継手部とを重合させて接合させ、更に次の該格子面
状体のピースを一対配設し、該ピース間を該スペーサで
保持すると共に、該格子面状体の該継手部と前に配設し
た格子面状体の継手部とを重合させて接合し、以下繰り
返して壁を形成することを特徴とする格子面状体を用い
る壁施工方法。
3. A wall construction method in which a plurality of lattice planar pieces are joined and disposed between pillars of a building, and a wall dividing each room is constructed by the lattice planar body. Has a joint part forming one end of the cross member in a loop shape, and the joint part protrudes from the column, and the other end of the column fixing grid plane body fixed in the column. A pair of pieces are attached at regular intervals in the wall thickness direction, and then the lattice plane piece having the joint portion formed by forming the cross members at both ends in a loop shape is held at a wall thickness by a spacer. A pair is disposed in the longitudinal direction of the wall, and the joint portion of the piece of the grid fixing sheet and the joint of the piece of the grid sheet are overlapped and joined to each other. A pair of pieces of the grid-like body are arranged, the space between the pieces is held by the spacer, and the joint of the grid-like body and the joint of the grid-like body disposed before are provided. A wall construction method using a lattice planar body, characterized in that a wall is formed by superimposing and joining the parts together and thereafter forming the wall repeatedly.
JP10366428A 1998-12-24 1998-12-24 Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies Withdrawn JP2000192662A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10366428A JP2000192662A (en) 1998-12-24 1998-12-24 Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10366428A JP2000192662A (en) 1998-12-24 1998-12-24 Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies

Publications (1)

Publication Number Publication Date
JP2000192662A true JP2000192662A (en) 2000-07-11

Family

ID=18486766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10366428A Withdrawn JP2000192662A (en) 1998-12-24 1998-12-24 Method for jointing lattice-face-shaped bodies and method for construction of wall using the lattice-face- shaped bodies

Country Status (1)

Country Link
JP (1) JP2000192662A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128649A (en) * 2016-04-09 2016-07-14 ユーロビルディング・ノースジャパン株式会社 Reinforcement arrangement member and concrete structure using the same
WO2022251929A1 (en) * 2021-06-01 2022-12-08 Evehx Engenharia Ltda Strong mounting system for greased plastic-coated prestressing tendons, intelligent reusable modular structure, strong support and fastener for fastening a tendon in a strong support

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016128649A (en) * 2016-04-09 2016-07-14 ユーロビルディング・ノースジャパン株式会社 Reinforcement arrangement member and concrete structure using the same
WO2022251929A1 (en) * 2021-06-01 2022-12-08 Evehx Engenharia Ltda Strong mounting system for greased plastic-coated prestressing tendons, intelligent reusable modular structure, strong support and fastener for fastening a tendon in a strong support

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