JP3369924B2 - Method and apparatus for manufacturing reticulation of lattice wall - Google Patents

Method and apparatus for manufacturing reticulation of lattice wall

Info

Publication number
JP3369924B2
JP3369924B2 JP25674297A JP25674297A JP3369924B2 JP 3369924 B2 JP3369924 B2 JP 3369924B2 JP 25674297 A JP25674297 A JP 25674297A JP 25674297 A JP25674297 A JP 25674297A JP 3369924 B2 JP3369924 B2 JP 3369924B2
Authority
JP
Japan
Prior art keywords
frame
netting
receiving frame
receiving
transverse
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.)
Expired - Fee Related
Application number
JP25674297A
Other languages
Japanese (ja)
Other versions
JPH1190571A (en
Inventor
井 信 行 松
田 泰 久 吉
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.)
Kajima Corp
Original Assignee
Kajima Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kajima Corp filed Critical Kajima Corp
Priority to JP25674297A priority Critical patent/JP3369924B2/en
Publication of JPH1190571A publication Critical patent/JPH1190571A/en
Application granted granted Critical
Publication of JP3369924B2 publication Critical patent/JP3369924B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)
  • Wire Processing (AREA)

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、ケーソン工によ
り、例えば、防波堤基礎構造を構築する際のケーソン函
のように、内部に隔壁で区画された多数の中空室を有す
る鉄筋コンクリート構造物、すなわち、格子状壁体を形
成するのに用いる直交した鉄筋網の製造方法及び装置に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforced concrete structure having a large number of hollow chambers partitioned by partition walls inside, for example, a caisson box for constructing a breakwater foundation structure by caisson construction, that is, The present invention relates to a method and an apparatus for manufacturing an orthogonal reinforcing bar net used for forming a lattice wall body.

【0002】[0002]

【従来の技術】かかる鉄筋網を製造するに際し、従来
は、下方から上方へと、縦筋と横筋とを順次結束して直
交する鉄筋網を製造していた。しかし、このような製造
方法による場合は、高所作業を要し、鉄筋の持ち上げ
等、大きな力作業を必要とする。
2. Description of the Related Art In manufacturing such a reinforcing bar net, conventionally, a vertical reinforcing bar and a horizontal bar are sequentially bound from the lower side to the upper side to manufacture an orthogonal reinforcing bar net. However, in the case of such a manufacturing method, work at a high place is required, and heavy work such as lifting of the reinforcing bar is required.

【0003】[0003]

【発明が解決しようとする課題】従って、本発明は、鉄
筋の持ち上げ等の大きな力作業を必要とせず、縦筋及び
横筋の水平配列で縦筋と横筋とを結束して、直交する鉄
筋網を製造し得る格子状壁体の網筋製造方法及び装置を
提供することを目的としてなされたものでる。
SUMMARY OF THE INVENTION Therefore, the present invention does not require a large force work such as lifting of the reinforcing bar, and binds the vertical bar and the horizontal bar in a horizontal arrangement of the vertical bar and the horizontal bar to cross the orthogonal reinforcing bar net. The present invention has been made for the purpose of providing a method and a device for producing a net reinforcing bar of a lattice-shaped wall.

【0004】[0004]

【課題を解決するための手段】本発明の格子状壁体の網
筋製造装置は、ベースフレーム上に略水平にして搭載さ
れる下部固定網筋受フレーム及び下部横行網筋受フレー
ムと、該下部固定網筋受フレーム及び下部横行網筋受フ
レーム上に各々略水平にして搭載される上部固定網筋受
フレーム及び上部横行網筋受フレームと、前記下部及び
上部横行網筋受フレームを前記下部及び上部固定網筋受
フレーム側に横行させる横行手段と、前記下部及び上部
固定網筋受フレームと前記下部及び上部横行網筋受フレ
ームとを直交させる起伏手段とから成るものである。
SUMMARY OF THE INVENTION An apparatus for producing braided nets for a grid-like wall according to the present invention comprises a lower fixed netting bar receiving frame and a lower traverse netting bar receiving frame mounted substantially horizontally on a base frame. An upper fixed netting bar receiving frame and an upper traverse netting bar receiving frame which are mounted on the lower fixed netting bar receiving frame and the lower transverse netting bar receiving frame in a substantially horizontal manner, respectively And a traverse means for traversing to the upper fixed netting frame receiving frame side, and an undulating means for orthogonalizing the lower and upper fixed netting bar receiving frames and the lower and upper transverse netting frame receiving frames.

【0005】本発明の格子状壁体の網筋製造方法によれ
ば、前記装置を用い、下部固定網筋受フレームと下部横
行網筋受フレームとに、略片側半分は縦筋と横筋とを配
筋結束し、他の片側半分は横筋だけから成る網筋を、該
網筋の横筋だけの側を相互に対向させて各々1枚ずつ載
せ、次いで上部固定網筋受フレームと上部横行網筋受フ
レームとに、略片側半分は縦筋と横筋とを配筋結束し、
他の片側半分は横筋だけから成る網筋を、該網筋の横筋
だけの側を相互に対向させて各々1枚ずつ載せ、次いで
前記網筋を載せた下部及び上部横行網筋受フレームを、
網筋を載せた下部及び上部固定網筋受フレーム側に横行
させて、固定網筋受フレーム側の網筋の横筋だけから成
る片側半分と横行網筋受フレーム側の網筋の横筋だけか
ら成る片側半分とを組み合わせ、次いで起伏手段により
前記各網筋受フレームを起して、固定網筋受フレーム側
の網筋と横行網筋受フレーム側の網筋とを直交させて、
格子状壁体の網筋を得る。
According to the method for producing a braided net for a lattice-like wall of the present invention, the above-described apparatus is used, and a lower fixed braided braid receiving frame and a lower traverse braided braid receiving frame are provided, and substantially one side has vertical and horizontal braces. Reinforcing muscles are bundled, and the other half of one side is placed with one reticulum consisting of only transverse muscles, with the transverse muscles only sides facing each other. In the receiving frame, approximately half on one side binds vertical and horizontal muscles together,
The other half of the one side is a reticulum consisting of only transverse muscles, one side is placed with the lateral side of the reticulum facing each other, and then the lower and upper transverse reticulum receiving frames on which the reticules are placed,
The lower and upper parts with the braids are traversed to the side of the fixed braces and the fixed braces are composed of only one half of the braces on the bracing frame side and one half of the braces on the traversing braces frame side. Combining with one side half, then raise each net reed frame by the undulating means, the net line on the fixed net line frame and the cross line on the traverse line frame are orthogonal to each other,
Obtain the reticulum of the lattice wall.

【0006】縦筋及び横筋を水平配列し、略片側半分は
縦筋と横筋とを配筋結束し、他の片側半分は横筋だけか
ら成る網筋とし、該網筋を、下部固定網筋受フレームと
下部横行網筋受フレーム、及び上部固定網筋受フレーム
と上部横行網筋受フレームとに各々載せ、次いで、網筋
を載せた下部及び上部横行網筋受フレームを、網筋を載
せた下部及び上部固定網筋受フレーム側に横行させ、次
いで、該網筋受フレームを起して直交させることによ
り、格子状壁体の直交した網筋が得られ、鉄筋の持ち上
げ等、大きな力作業を必要としない。
[0006] The vertical and horizontal muscles are arranged horizontally, approximately one half of which is a bundle of longitudinal and horizontal muscles, and the other half of which is a reticular muscle consisting of only horizontal muscles. Placed on the frame and the lower traverse bracing frame, and on the upper fixed bracing frame receiving frame and the upper traverse bracing frame, respectively, and then mounting the braids on the lower and upper traversing bracing frames The lower and upper fixed nets are traversed to the frame receiving frame side, and then the nets receiving frame is raised to be orthogonal to each other to obtain the nets orthogonal to the grid-like wall body, and to perform a large force work such as lifting the reinforcing bar. Does not need

【0007】[0007]

【発明の実施の形態】図1において、ベースフレーム1
上に、全体を2で示す下部固定網筋受フレームと全体を
3で示す下部横行網筋受フレームとを搭載する。該下部
固定網筋受フレーム2は、固定ピン4で軸支されてパン
タグラフ式の起伏手段5により起伏される。また、下部
横行網筋受フレーム3は、横行サドル6により固定網筋
受フレーム2側に横行され、固定網筋受フレーム2と同
様、固定ピン4で軸支されてパンタグラフ式の起伏手段
5により起伏される。
DESCRIPTION OF THE PREFERRED EMBODIMENTS In FIG. 1, a base frame 1
On the upper side, a lower fixed netting frame receiving frame generally designated by 2 and a lower traverse netting frame receiving frame generally designated by 3 are mounted. The lower fixed netting frame 2 is pivotally supported by a fixing pin 4 and is undulated by a pantograph type undulating means 5. The lower traverse bracing frame 3 is traversed to the fixed bracing frame 2 side by the traverse saddle 6, and, like the fixed bracing frame 2, is pivotally supported by the fixing pin 4 and the pantograph type undulating means 5 is used. Be undulated.

【0008】前記下部固定網筋受フレーム2及び下部横
行網筋受フレーム3に、図4及び図5に示す様に、略片
側半分aは縦筋tと横筋sとを配筋結束し、他の片側半
分bは横筋sだけから成る網筋mー1、m−2を、図2
に示す様に、該網筋m−1、mー2の横筋sだけの側を
相互に対向させて各々1枚ずつ載せる。
As shown in FIGS. 4 and 5, in the lower fixed bracing bar receiving frame 2 and the lower traverse bracing frame 3, approximately one side half a binds longitudinal bar t and lateral bar s, and One half half b of the reticular muscles m-1 and m-2 consisting only of the lateral muscles s is shown in FIG.
As shown in FIG. 3, the nets m-1 and m-2 are placed one by one with the sides of only the horizontal lines s facing each other.

【0009】次いで、図2において、網筋m−1を載せ
た前記下部固定網筋受フレーム2と網筋m−2を載せた
下部横行網筋受フレーム3上に、上部固定網筋受フレー
ム7と上部横行網筋受フレーム8とを各々搭載する。上
部固定網筋受フレーム7及び上部横行網筋受フレーム8
は、下部固定網筋受フレーム2及び下部横行網筋受フレ
ーム3と同様、固定ピン9で軸支されてパンタグラフ式
の起伏手段10により起伏される。
Next, referring to FIG. 2, an upper fixed netting frame receiving frame 2 on which the netting line m-1 is placed and a lower transverse netting line receiving frame 3 on which the net line m-2 is placed are placed. 7 and the upper traverse frame receiving frame 8 are mounted respectively. Upper fixed mesh receiving frame 7 and upper transverse net receiving frame 8
Like the lower fixed netting frame receiving frame 2 and the lower transverse netting line receiving frame 3, is rotatably supported by a fixing pin 9 and undulated by a pantograph-type undulating means 10.

【0010】次いで、前記上部固定網筋受フレーム7及
び上部横行網筋受フレーム8に、前記下部固定網筋受フ
レーム2及び下部横行網筋受フレーム3の場合と同様、
図4及び図5に示す様に、略片側半分aは縦筋tと横筋
sとを配筋結束し、他の片側半分bは横筋tだけから成
る網筋mー3、m−4を、図3に示す様に、該網筋m−
3、mー4の横筋sだけの側を相互に対向させて各々1
枚ずつ載せる。
Then, in the same manner as in the case of the lower fixed netting bar receiving frame 2 and the lower traverse netting bar receiving frame 3, the upper fixed netting bar receiving frame 7 and the upper transverse netting bar receiving frame 8 are formed.
As shown in FIG. 4 and FIG. 5, the substantially one-side half a binds the longitudinal muscle t and the horizontal muscle s together, and the other one-half half b has the reticular muscles m-3 and m-4 consisting of only the horizontal muscle t. As shown in FIG. 3, the reticulum m-
3 and m-4, the sides of only horizontal stripes s face each other, and
Place one by one.

【0011】次いで、図3において、網筋m−2、m−
4を載せた下部及び上部横行網筋受フレーム3、8を、
網筋m−1、m−3を載せた下部及び上部固定網筋受フ
レーム2、7側に横行させて、固定網筋受フレーム2、
7側の網筋m−1、m−3の横筋sだけから成る片側半
分bと横行網筋受フレーム3、8側の網筋m−2、m−
4の横筋sだけから成る片側半分bとを組み合わせる。
Next, referring to FIG. 3, the net lines m-2, m-
The lower and upper traverse frame receiving frames 3 and 8 on which
The lower and upper fixed netting receiving frames 2, 7 on which the nettings m-1 and m-3 are placed are made to traverse to the fixed netting receiving frame 2,
Half unilateral side b consisting only of lateral muscles s of 7-sided reticular muscles m-1 and m-3 and transverse reticular receiving frame 3, 8-side reticular muscles m-2, m-
4 and one side half b which consists only of horizontal stripes s are combined.

【0012】次いで、図3において、起伏手段5により
前記網筋受フレーム2、3及び網筋受フレーム7、8を
起して、固定網筋受フレーム2、7側の網筋m−1、m
−3と横行網筋受フレーム3、8側の網筋m−2、m−
4とを直交させる。
Next, referring to FIG. 3, the reticle means 5 raises the braid receiving frames 2 and 3 and the braid receiving frames 7 and 8 to form a braid m-1 on the side of the fixed braid receiving frames 2 and 7. m
-3 and traverse lines on the traverse line receiving frames 3 and 8 m-2, m-
Orthogonalize with 4.

【0013】次いで、上部網筋受フレーム7、8を吊り
上げ、下部網筋受フレーム2、3から離し、下部網筋受
フレーム2、3で受ける。次いで、下部網筋受フレーム
2、3を縮めて、直交した網筋を引き抜く。
Next, the upper net reinforcement receiving frames 7 and 8 are lifted, separated from the lower net reinforcement receiving frames 2 and 3, and received by the lower net reinforcement receiving frames 2 and 3. Next, the lower reticle receiving frames 2 and 3 are contracted to pull out the reticle orthogonal to each other.

【0014】図6に前記の装置及び方法により製作され
た格子状壁体の直交した網筋Mを示す。
FIG. 6 shows orthogonal mesh bars M of the lattice-shaped wall body manufactured by the above-mentioned apparatus and method.

【0015】図7に、前記の略片側半分aは縦筋tと横
筋sとを配筋結束し、他の片側半分bは横筋sだけから
成る網筋mー1〜mー4を製作する網筋セット用テンプ
レートを示し、網筋セット用テンプレート11は、長方
形に枠組されたものであり、その起立部12、13に縦
筋配筋用の溝12a及び横筋配筋用の溝13aが形成さ
れている。
In FIG. 7, the above-mentioned half half a has the longitudinal muscle t and the horizontal muscle s arranged and tied, and the other half half b produces the net muscles m-1 to m-4 consisting of the horizontal muscle s only. 1 shows a template for braided net, wherein the template 11 for braided net is framed in a rectangular shape, and vertical portions 12 and 13 thereof have grooves 12a for vertical reinforcement and grooves 13a for horizontal reinforcement. Has been done.

【0016】この網筋セット用テンプレート11の縦筋
配筋用の溝12aに縦筋tを載せ、横筋配筋用の溝13
aに横筋sを載せ、略片側半分aは縦筋tと横筋sとを
配筋結束し、他の片側半分bは横筋sだけから成る網筋
を得る。
The vertical streak t is placed in the vertical stirrup groove 12a of the net streak setting template 11, and the horizontal streak groove 13 is formed.
The horizontal muscle s is placed on a, and the half a on the one side binds the vertical muscle t and the horizontal muscle s, and the other half b obtains the reticulum consisting of only the horizontal muscle s.

【0017】なお、ここで符号tを縦筋、符号sを横筋
と称しているが、これは説明の都合上であり、縦筋が横
筋として、また横筋が縦筋として使用されることがあ
る。
Although the symbol t is referred to as a vertical stripe and the symbol s is referred to as a horizontal stripe, this is for convenience of description, and the vertical stripe may be used as a horizontal stripe and the horizontal stripe may be used as a vertical stripe. .

【0018】図8に、内部に隔壁で区画された多数の中
空室を有するケーソン函を製作する型枠の配置状態を示
し、交差して配置された型枠kー1と型枠k−2間に、
図5に示す直交する網筋Mを配筋し、コンクリートを打
設する。
FIG. 8 shows an arrangement state of a formwork for manufacturing a caisson box having a large number of hollow chambers defined by partition walls inside, and formwork forms k-1 and k-2 which are arranged to intersect each other. Between,
The net bars M orthogonal to each other shown in FIG. 5 are laid out and concrete is poured.

【0019】[0019]

【発明の効果】本発明は、縦筋及び横筋を水平配列し、
略片側半分は縦筋と横筋とを配筋結束し、他の片側半分
は横筋だけから成る網筋とし、該網筋を、下部固定網筋
受フレームと下部横行網筋受フレーム、及び上部固定網
筋受フレームと上部横行網筋受フレームとに各々載せ、
次いで、網筋を載せた下部及び上部横行網筋受フレーム
を、網筋を載せた下部及び上部固定網筋受フレーム側に
横行させ、次いで、該網筋受フレームを起して直交させ
ることにより、直交した網筋が得られ、下方から上方へ
と、縦筋と横筋とを順次結束して直交する鉄筋網を得る
従来法の様に、高所作業を要せず、鉄筋の持ち上げ等、
大きな力作業を必要とせず、比較的軽作業でもって、能
率良く格子状壁体の網筋を製作することが出来る。
INDUSTRIAL APPLICABILITY According to the present invention, vertical and horizontal stripes are arranged horizontally,
Almost half of one side binds vertical and horizontal bars together, and the other half of one side is a net bar composed of horizontal bars only, and the net bar is fixed to the lower fixed net bar frame, lower horizontal net bar frame, and upper bar Placed on the braid frame and the upper traverse frame,
Next, the lower and upper traversing net-receptor frames with the reticulated lines are traversed toward the lower and upper fixed reticulum-retaining frames with the reticulated lines, and then the net-receptor frames are raised to be orthogonal to each other. , The orthogonal rebars are obtained, and from the lower part to the upper part, as in the conventional method in which the vertical bars and the horizontal bars are sequentially bound to obtain the rebar nets that are orthogonal to each other, work at a high place is not required, and the rebar is lifted, etc.
It is possible to efficiently fabricate the grid-like wall netting without requiring a large amount of manual work and with a relatively light work.

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

【図1】本発明の実施例に係る格子状壁体の網筋製造装
置を示すもので、該装置により格子状壁体の網筋を製作
する第1行程を示す斜視図。
FIG. 1 is a perspective view showing a net reinforcing bar manufacturing apparatus for grid-like wall bodies according to an embodiment of the present invention, and showing a first step of manufacturing the net reinforcing bars for the grid-like wall body by the apparatus.

【図2】同第2行程を示す斜視図。FIG. 2 is a perspective view showing the second stroke.

【図3】同第3行程を示す斜視図。FIG. 3 is a perspective view showing the same third stroke.

【図4】格子状壁体の網筋の中間材を示す斜視図。FIG. 4 is a perspective view showing an intermediate member of the mesh bars of the lattice wall.

【図5】格子状壁体の網筋の中間材を示す斜視図。FIG. 5 is a perspective view showing an intermediate member of the mesh bars of the lattice wall.

【図6】格子状壁体の網筋の斜視図。FIG. 6 is a perspective view of the net-like streaks of the lattice wall.

【図7】網筋セット用テンプレートを示す斜視図。FIG. 7 is a perspective view showing a template for reticulum setting.

【図8】ケーソン函を製作する型枠及び網筋の配置状態
を示す平面図。
FIG. 8 is a plan view showing an arrangement state of formwork and net reinforcement for manufacturing a caisson box.

【符号の説明】[Explanation of symbols]

1・・・べースフレーム 2・・・下部固定網筋受フレーム 3・・・下部横行網筋受フレーム 4・・・固定ピン 5・・・起伏装置 6・・・横行サドル 7・・・上部固定網筋受フレーム 8・・・上部横行網筋受フレーム 9・・・固定ピン10・・・起伏装置 11・・・網筋セット用テンプレート 12・・・起立部 12a・・・縦筋配筋用の溝 13・・・起立部 13a・・・横筋配筋用の溝 s・・・横筋 t・・・縦筋 a・・・結束した縦筋と横筋部 t・・・縦筋だけの部 m−1〜m−4・・・網筋の中間材 M・・・格子状壁体の網筋 K−1・・・型枠 Kー2・・・型枠 1 ... Base frame 2 ... Lower fixed mesh receiving frame 3 ... Lower traverse line frame 4 ... Fixing pin 5 ... undulation device 6 ... Trolling saddle 7 ... Upper fixed mesh receiving frame 8 ... Upper traverse frame receiving frame 9 ... Fixing pin 10 ... Elevating device 11 ... Template for net streak set 12 ... Standing part 12a ... Grooves for vertical bar arrangement 13-standing section 13a ... Grooves for horizontal bar arrangement s ... horizontal line t ... vertical line a: united vertical and horizontal streaks t ... Only vertical stripes m-1 to m-4 ... Intermediate material of net streak M: Reticulate wall of lattice wall K-1 ... Formwork K-2: Formwork

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) B21F 27/00 - 27/12 E04C 5/04 E04C 5/18 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) B21F 27/00-27/12 E04C 5/04 E04C 5/18

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 ベースフレーム上に下部固定網筋受フレ
ームと下部横行網筋受フレームとを略水平にして搭載
し、該下部固定網筋受フレームと下部横行網筋受フレー
ムとに、略片側半分は縦筋と横筋とを配筋結束し、他の
片側半分は横筋だけから成る網筋を、該網筋の横筋だけ
の側を相互に対向させて各々1枚ずつ載せ、次いで該網
筋を載せた前記下部固定網筋受フレームと下部横行網筋
受フレーム上に、上部固定網筋受フレームと上部横行網
筋受フレームとを略水平にして搭載し、該上部固定網筋
受フレームと上部横行網筋受フレームとに、略片側半分
は縦筋と横筋とを配筋結束し、他の片側半分は横筋だけ
から成る網筋を、該網筋の横筋だけの側を相互に対向さ
せて各々1枚ずつ載せ、次いで前記網筋を載せた下部及
び上部横行網筋受フレームを、網筋を載せた下部及び上
部固定網筋受フレーム側に横行させて、固定網筋受フレ
ーム側の網筋の横筋だけから成る片側半分と横行網筋受
フレーム側の網筋の横筋だけから成る片側半分とを組み
合わせ、次いで起伏手段により前記各網筋受フレームを
起して、固定網筋受フレーム側の網筋と横行網筋受フレ
ーム側の網筋とを直交させて、格子状壁体の網筋を得る
ことを特徴とする格子状壁体の網筋製造方法。
1. A lower fixed net reinforcement receiving frame and a lower transverse net reinforcement receiving frame are mounted substantially horizontally on a base frame, and the lower fixed net reinforcement receiving frame and the lower transverse net reinforcement receiving frame are substantially one side. One half ties the longitudinal muscles and the horizontal muscles together, and the other half lays the reticulate muscles consisting of the horizontal muscles one by one with the lateral muscles only side facing each other. On the lower fixed netting frame receiving frame and the lower traverse netting frame receiving frame, the upper fixed netting bar receiving frame and the upper transverse netting bar receiving frame are mounted substantially horizontally, In the upper traverse reticle receiving frame, substantially half of one side binds longitudinal and transverse muscles together, and the other half of one side reticle consists of only transverse muscles, with only the transverse muscle side of the reticular muscles facing each other. Each one, and then the lower and upper traverse braces with the braces Traverse the lower and upper fixed braces receiving frame side with the braces, and the half of one side consisting only of the braces of the braces on the fixed bracing frame and the braces on the traversing bracing frame side. Combining with half on one side consisting only of horizontal muscle, then raising each netting frame by the undulating means, the netting of the fixed netting receiving frame side and the netting of the transverse netting receiving frame side are orthogonal to each other, A method for producing a mesh-like structure of a grid-like wall, which comprises obtaining a mesh-like structure of the grid-like wall.
【請求項2】 ベースフレーム上に略水平にして搭載さ
れ、略片側半分は縦筋と横筋とを配筋結束し、他の片側
半分は横筋だけから成る網筋を各々1枚ずつ載せる下部
固定網筋受フレーム及び下部横行網筋受フレームと、前
記下部固定網筋受フレーム及び下部横行網筋受フレーム
上に各々略水平にして搭載され、略片側半分は縦筋と横
筋とを配筋結束し、他の片側半分は横筋だけから成る網
筋を各々1枚ずつ載せる上部固定網筋受フレーム及び上
部横行網筋受フレームと、前記下部及び上部横行網筋受
フレームを前記下部及び上部固定網筋受フレーム側に横
行させる横行手段と、金網を載せた前記下部及び上部固
定網筋受フレームと金網を載せた前記下部及び上部横行
網筋受フレームとを直交させる起伏手段とから成ること
を特徴とする格子状壁体の網筋製造装置。
2. A lower part fixedly mounted on a base frame in a substantially horizontal manner, one half of which is for binding longitudinal bars and horizontal bars, and the other half of which is a net bar consisting of only horizontal bars. It is mounted on the net bracing frame and the lower traverse bracing frame, and the lower fixed bracing braces receiving frame and the lower traverse bracing frame, respectively, in a substantially horizontal manner. The other half of the other side is an upper fixed netting frame receiving frame and an upper transverse netting line receiving frame on which one netting line consisting only of horizontal lines is placed, and the lower and upper transverse netting line receiving frames are the lower and upper fixed nets. It is characterized by comprising traverse means for traversing to the muscle receiving frame side, and undulating means for orthogonally crossing the lower and upper fixed netting frame receiving frames on which the wire mesh is mounted and the lower and upper transverse netting frame receiving frames on which the wire mesh is mounted. And the grid A device for producing wall nets.
JP25674297A 1997-09-22 1997-09-22 Method and apparatus for manufacturing reticulation of lattice wall Expired - Fee Related JP3369924B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25674297A JP3369924B2 (en) 1997-09-22 1997-09-22 Method and apparatus for manufacturing reticulation of lattice wall

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Application Number Priority Date Filing Date Title
JP25674297A JP3369924B2 (en) 1997-09-22 1997-09-22 Method and apparatus for manufacturing reticulation of lattice wall

Publications (2)

Publication Number Publication Date
JPH1190571A JPH1190571A (en) 1999-04-06
JP3369924B2 true JP3369924B2 (en) 2003-01-20

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* Cited by examiner, † Cited by third party
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