JPH0649524U - Connecting wall built on the near line - Google Patents

Connecting wall built on the near line

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Publication number
JPH0649524U
JPH0649524U JP8330292U JP8330292U JPH0649524U JP H0649524 U JPH0649524 U JP H0649524U JP 8330292 U JP8330292 U JP 8330292U JP 8330292 U JP8330292 U JP 8330292U JP H0649524 U JPH0649524 U JP H0649524U
Authority
JP
Japan
Prior art keywords
wall
connecting wall
constructed
steel
connection
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.)
Pending
Application number
JP8330292U
Other languages
Japanese (ja)
Inventor
房夫 坂野
Original Assignee
房夫 坂野
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 房夫 坂野 filed Critical 房夫 坂野
Priority to JP8330292U priority Critical patent/JPH0649524U/en
Publication of JPH0649524U publication Critical patent/JPH0649524U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 (修正有) 【構成】 近接線上に適宜間隔を置いて構築された連結
壁用の壁体1,1Aと、この連結用壁体の両連結側で、
かつその連結用壁体の長手方向に向って、それぞれ設け
られたH型鋼、C型鋼等の溝型鋼2と、この溝型鋼の連
結側で、かつその溝型鋼の長手方向に向って、それぞれ
設けられたパイプ、丸棒等の棒材でなる取付杆3Aと、
間隔Aに構築され、かつ隣接する各連結用壁体にそれぞ
れ設けた取付杆3Aに係環される継手5Aを備えてなる
連結壁用の壁片4と、で構成される。 【効果】 近接線上に封水性、連繋性、耐土圧性に優れ
た連結壁を構築できる。連結壁用の壁片で連繋された、
ほぼ均一強度の連結壁が構築される。またスプライン方
式で構築された連結壁用の壁体に、ワンタッチで連結壁
用の壁片が連繋一体化できる。継手、取付杆構造を介し
て、連結壁の連繋部の一体化が図れる。
(57) [Summary] (Modified) [Configuration] Wall bodies 1 and 1A for connecting walls, which are constructed at appropriate intervals on the proximity line, and both connecting sides of the connecting wall body,
And the grooved steel 2 such as H-shaped steel and C-shaped steel provided in the longitudinal direction of the wall for connection, and the connection side of the grooved steel and in the longitudinal direction of the grooved steel. Mounting rod 3A made of a bar material such as a fixed pipe or round bar,
A wall piece 4 for a connecting wall, which is constructed at a distance A and includes a joint 5A engaged with a mounting rod 3A provided on each adjacent connecting wall body. [Effect] It is possible to construct a connecting wall having excellent water-sealing property, connection property, and earth pressure resistance on the proximity line. Connected with wall pieces for connecting walls,
An almost uniform strength connecting wall is constructed. Further, the wall piece for the connecting wall can be connected and integrated with the wall body for the connecting wall constructed by the spline method with one touch. The connecting portion of the connecting wall can be integrated through the joint and the mounting rod structure.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、近接線(ここに、近接線とは、境界より10mm〜700mmの間に形 成される全ての線を云う。)上に間欠方式(スプライン方式)で構築される連結 壁(接続壁、付合せ壁、重畳壁等を含む。以下、同じ)に関する。 The present invention is a connecting wall (connecting line) constructed by an intermittent method (spline method) on a proximity line (here, the proximity line means all lines formed between 10 mm and 700 mm from the boundary). Including walls, matching walls, overlapping walls, etc. The same shall apply hereinafter).

【0002】[0002]

【従来の技術】[Prior art]

従来技術として、本出願人が権利を取得した実公平4−21868号の掘削作 業機械を兼ねる連結壁用の壁片の構造がある。この考案は、スプライン方式で連 結壁用の壁体を、間欠的に構築し、隣接する壁体間に当板を並設けた後、当該当 板間に生コンクリートを充填して、連結壁を構築する構成となっている。 As a conventional technique, there is a structure of a wall piece for a connecting wall which also serves as an excavating work machine of Japanese Utility Model Publication No. 4-218868, which the applicant has acquired the right. This invention is to construct a wall for connecting walls by a spline method intermittently, to install a plate between adjacent walls in parallel, and to fill the concrete between the plates to connect the connecting walls. Is configured to build.

【0003】 尚、壁体間の継手構造としては、実公平4−39865号、即ち、接続壁、連 結壁、重畳壁等各種壁を構築するに使用する三軸掘削撹拌機械、この三軸掘削撹 拌機械で構築されるソイルセメント柱内に型鋼材が入った各種壁並びに内壁鋼板 、又は特開平3−76922号、即ち、連結地中壁の構築工法及び連続地中壁構 築用鋼製パネル、等の先行文献において、特殊な継手を利用した壁(パネルを含 む)に関する考案又は発明が開示されている。As the joint structure between the wall bodies, Japanese Utility Model Publication No. 4-39865, that is, a triaxial excavating and stirring machine used for constructing various walls such as a connecting wall, a connecting wall, and a superimposing wall, the triaxial Various walls and inner wall steel plates in which a mold steel material is contained in a soil cement column constructed by a drilling and stirring machine, or JP-A-3-76922, that is, a method for constructing a connecting underground wall and a steel for constructing a continuous underground wall Prior art documents such as manufactured panels disclose a device or invention relating to a wall (including a panel) using a special joint.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

以上説明した連結壁は、壁体のH型鋼に鋼板を連設した後、この鋼板に当板を 設け、生コンクリートを充填して連結壁を構成する。よって、強度的には優れ、 殊に、永久地中壁としては最適である。 In the connecting wall described above, after connecting a steel plate to the H-shaped steel of the wall body, a plate is provided on this steel plate and filled with fresh concrete to form the connecting wall. Therefore, it is excellent in strength and is most suitable as a permanent underground wall.

【0005】 しかし、唯一の課題は、作業工程が複雑となり、作業性が劣ること、本来の意 味における連結壁という意味では、少し疑問の余地が考えられる処である。However, the only problem is that the work process is complicated, the workability is inferior, and in the sense that it is the connecting wall in the original sense, there is some doubt.

【0006】 尚、前記継手構造は、簡易に装着できる利点を備えている反面、連結壁相互間 の封水性又は連繋性に問題が考えられる。[0006] While the joint structure has an advantage that it can be easily mounted, it may have a problem in sealing or connecting water between the connecting walls.

【0007】 即ち、相似型の嵌め合せ関係であることから、連結壁の連結相互間に透水間隙 が生成され、前記封水性又は連繋性等の不十分性が発生する処である。That is, because of the fitting relationship of the similar type, a water-permeable gap is generated between the connecting walls of the connecting wall, and the water sealing property or the connecting property is insufficient.

【0008】[0008]

【課題を解決するための手段】[Means for Solving the Problems]

そこで、本考案は、連結壁としての封水性、連繋性、耐土圧性を確保すること 、構築された連結壁用の壁体に、ワンタッチで構築連繋できる連結壁用の壁片を 介して連結壁を築造すること等を目的として、下記の構成を採用した。 In view of this, the present invention secures the water sealing property, the connection property, and the earth pressure resistance as the connection wall, and connects the connection wall through the wall piece for the connection wall that can be connected with the one-touch connection to the constructed wall member for the connection wall. The following configuration was adopted for the purpose of building a building.

【0009】[0009]

【作用】[Action]

以下、本考案の作用を説明する。 The operation of the present invention will be described below.

【0010】 近接線上にスプライン工法で、連結壁用の壁体が、適宜間隔で構築される。そ こで、続いて当該構築された連結壁用の壁体間の土砂を、原則として上方(地面 側)より排除しつつ、その隣接連結壁用の壁体に設けた取付杆に、連結壁用の壁 片に設けた継手をそれぞれ係環する。これによって、連結壁用の壁体間に連結壁 用の壁片が連設され、ここに連結壁が構築される(勿論、連結壁の地中方向の一 部である。)。Wall bodies for connecting walls are constructed at appropriate intervals on the near line by the spline method. Then, subsequently, while removing the earth and sand between the constructed wall bodies for the connecting wall from the upper side (ground side) in principle, the connecting rod is attached to the mounting rod provided on the wall body for the adjacent connecting wall. Engage each of the joints on the wall pieces for use. As a result, the wall piece for the connecting wall is continuously provided between the wall bodies for the connecting wall, and the connecting wall is constructed there (of course, it is a part of the connecting wall in the underground direction).

【0011】 以上のようにして、前記隣接連結壁用の壁体の一部に連結壁用の壁片が連繋さ れたならば、次いで、当該連結壁用の壁片の下方の土砂をさらに排除するととも に、当該連結壁用の壁片をさらに圧入する。As described above, when the wall piece for the connecting wall is connected to a part of the wall body for the adjacent connecting wall, the earth and sand below the wall piece for the connecting wall are further removed. At the same time as removing, the wall piece for the connecting wall is further pressed.

【0012】 その後は、前記の操作及び手順を介して、当該連結壁用の壁片を所定の地中に 到達した時点で、この連結壁用の壁片の構築及び連結壁の構築が終了する。After that, when the wall piece for the connecting wall reaches the predetermined ground through the above operation and procedure, the construction of the wall piece for the connecting wall and the construction of the connecting wall are completed. .

【0013】 前述の操作を、各隣接する連結壁用の壁体において順次なすことにより、究極 的には、近接線上に連結壁が構築される。Ultimately, the connecting wall is constructed on the proximity line by sequentially performing the above-described operations on the wall bodies for the adjacent connecting walls.

【0014】[0014]

【実施例】【Example】

以下、本考案の一実施例を図面に基づいて説明する。 An embodiment of the present invention will be described below with reference to the drawings.

【0015】 1は各種の掘削作業機械(一軸又は三軸等多軸掘削機械を含む)で、かつスプ ライン方式(間欠方式)で構築された連結壁用の壁体で、この連結壁用の壁体1 と同構成の連結壁用の壁体1A間には適宜の間隔Aが形成される。Reference numeral 1 is a wall body for connecting walls constructed by a spline system (intermittent system) for various excavating work machines (including multi-axis excavating machines such as single-axis or three-axis). An appropriate space A is formed between the wall bodies 1A for connecting walls having the same structure as the wall body 1.

【0016】 尚、前記連結壁用の壁体1、1Aの構造は、図1の如くパネル壁体(鋼製、プ ラスチック製、コンクリート製等)構造、図2の如く各種コンクリート製壁構造 、又は図示しないが杭連列壁体構造等各種壁・壁体構造が含まれる。The structure of the wall bodies 1 and 1A for the connecting wall is a panel wall body (steel, plastic, concrete, etc.) structure as shown in FIG. 1 and various concrete wall structures as shown in FIG. Alternatively, although not shown, various wall / wall body structures such as a pile row wall structure are included.

【0017】 そして、連結壁用の壁体1、1Aの両側面、即ち両連結側11、11Aに設け られたH型鋼、C型鋼等の溝型鋼2、2Aの長手方向(地中方向を云う。)には 、パイプ、丸棒、一部欠截のパイプ、一部欠截の丸棒等でなる取付杆3、3Aが 設けられている。Then, the longitudinal direction of the groove-shaped steels 2 and 2A such as H-shaped steel and C-shaped steel provided on both side surfaces of the wall bodies 1 and 1A for connecting walls, that is, both connecting sides 11 and 11A (referred to as the underground direction). .) Is provided with mounting rods 3 and 3A made of pipes, round bars, partially cut pipes, partially cut round bars, and the like.

【0018】 尚、取付杆3、3Aを設ける位置は、図3、図5、図6等の如く、溝型鋼2、 2Aの端片12、12Aとか、図4の如く、差渡片121、121Aがよいが、 必ずしもこの例に限定されなく、種々の形状、又は位置関係が考えられ、また図 9の如く、複数の場合も有り得る。更に取付杆3、3Aはその他、例えば、後述 する図8の如く、溝型鋼2、2Aの隅部にほぼL字型状に設ける構造でもよい。The positions where the mounting rods 3 and 3A are provided are the end pieces 12 and 12A of the channel steels 2 and 2A as shown in FIGS. 3, 5, and 6 or the connecting pieces 121 and 12A as shown in FIG. 121A is preferable, but not limited to this example, various shapes or positional relationships are conceivable, and there may be a plurality of cases as shown in FIG. Further, the mounting rods 3 and 3A may have a structure which is provided in a substantially L-shape at the corners of the channel steels 2 and 2A as shown in FIG. 8 described later.

【0019】 4は連結壁用の壁片であって、この連結壁用の壁片4の両連結側11、11A には、前記連結壁用の壁体1、1Aに設けた取付杆3、3Aに係環される継手5 、5Aを備えており、当該継手5、5Aと前記取付杆3、3Aとの係合連繋化を 介して、連結壁(前述の各種壁を含む概念である。)が構築される。Reference numeral 4 denotes a wall piece for the connecting wall, and both connecting sides 11, 11A of the wall piece 4 for the connecting wall have mounting rods 3 provided on the wall bodies 1, 1A for the connecting wall, 3A is provided with joints 5 and 5A that are engaged with each other, and a connecting wall (a concept including the above-mentioned various walls is provided through the engagement and connection between the joints 5 and 5A and the attachment rods 3 and 3A. ) Is built.

【0020】 尚、連結壁用の壁片4の構造は、図3〜図8の如く、種々の構造が考えられ、 土圧抵抗を考えて山形形状とする構造(図4、図6、図8等)、簡易かつ平板を 利用した平板形状とする構造(図3、図5等)、或いは一層の封水性を考慮して 、例えば、溝型鋼2、2Aの隅部122、122Aに、前記連結壁用の壁片4の 折曲片14、14Aが衝止する構造(図4、図8)等が考えられる。このように 、連結壁用の壁片4の構造は、土質、土留め位置、地中壁構築箇所等に対応して 種々採用される。Various structures are conceivable as the structure of the wall piece 4 for the connecting wall as shown in FIGS. 3 to 8, and the structure is formed into a chevron shape in consideration of earth pressure resistance (FIG. 4, FIG. 6, FIG. 8 etc.), a simple and flat structure using a flat plate (FIGS. 3 and 5 etc.), or considering the sealing property of one layer, for example, in the corners 122, 122A of the channel steel 2, 2A, A structure (FIGS. 4 and 8) in which the bent pieces 14 and 14A of the wall piece 4 for the connecting wall stop against each other is conceivable. As described above, the structure of the wall piece 4 for the connecting wall is variously adopted depending on the soil quality, the earth retaining position, the underground wall construction site, and the like.

【0021】 図中6は溶接部を示す。In the figure, 6 indicates a welded portion.

【0022】[0022]

【考案の効果】[Effect of device]

本考案は以上で詳述したように、スプライン方式で構築された連結壁用の壁体 の両連結側にそれぞれ設けた取付杆に、連結壁用の壁片に設けた継手を介して、 前記隣接する連結壁用の壁体間を、連結壁用の壁片を介して係合連繋し、連結壁 を構築することから、下記の効果を有する。 As described in detail above, the present invention uses the attachment rods provided on both connecting sides of the wall body for the connecting wall constructed by the spline method through the joints provided on the wall pieces for the connecting wall, Since the adjacent wall bodies for the connecting wall are engaged and connected via the wall piece for the connecting wall to construct the connecting wall, the following effects are obtained.

【0023】 (1)近接線上に封水性、連繋性、耐土圧性に優れた連結壁を構築できる。(1) It is possible to construct a connecting wall having excellent water sealing property, interconnecting property, and earth pressure resistance on the proximity line.

【0024】 (2)連結壁用の壁片で連繋された、ほぼ均一強度の連結壁が構築される。(2) A connecting wall having a substantially uniform strength, which is connected by wall pieces for connecting walls, is constructed.

【0025】 (3)スプライン方式で構築された連結壁用の壁体に、ワンタッチで連結壁用の 壁片が連繋一体化できる。(3) The wall piece for the connecting wall can be connected and integrated with the wall body for the connecting wall constructed by the spline method with one touch.

【0026】 (4)継手、取付杆構造を介して、連結壁の連繋部の一体化が図れる。(4) The connecting portion of the connecting wall can be integrated through the joint and the attachment rod structure.

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

【図1】本考案の一例を示す要部斜視図である。FIG. 1 is a perspective view of an essential part showing an example of the present invention.

【図2】本考案の他の一例を示す腰部斜視図である。FIG. 2 is a waist perspective view showing another example of the present invention.

【図3】平板状の連結壁用の壁片を設けた例を示す要部
模式図である。
FIG. 3 is a schematic view of an essential part showing an example in which a plate-shaped wall piece for a connecting wall is provided.

【図4】山形形状の連結壁用の壁片を設けた例を示す要
部模式図である。
FIG. 4 is a schematic view of a main part showing an example in which a wall piece for a mountain-shaped connecting wall is provided.

【図5】平板状の連結壁用の壁片を設けた他の例を示す
要部模式図である。
FIG. 5 is a schematic view of a main part showing another example in which a plate-shaped wall piece for a connecting wall is provided.

【図6】変形山形形状の連結壁用の壁片を設けた例を示
す要部模式図である。
FIG. 6 is a schematic view of a main part showing an example in which a wall piece for a connecting wall having a modified chevron shape is provided.

【図7】更に他の変形山形形状の連結壁用の壁片を設け
た例を示す要部模式図である。
FIG. 7 is a schematic view of a main part showing an example in which a wall piece for a connection wall having another modified chevron shape is provided.

【図8】取付杆の変形例を示し、かつ連結壁用の壁片と
の連繋関係を示す要部模式図である。
FIG. 8 is a schematic view of a main part showing a modified example of a mounting rod and showing a connection relationship with a wall piece for a connecting wall.

【図9】平板状の連結壁用の壁片を並設した例を示す要
部模式図である。
FIG. 9 is a schematic view of an essential part showing an example in which flat plate-like wall pieces for connecting walls are arranged in parallel.

【符号の説明】[Explanation of symbols]

1 連結壁用の壁体 1A 連結壁用の壁体 11 連結側 11A 連結側 2 溝型鋼 12 端片 121 差渡片 2A 溝型鋼 12A 端片 121A 差渡片 3 取付杆 3A 取付杆 4 連結壁用の壁片 5 継手 5A 継手 6 溶接部 A 間隔 1 Wall for Connection Wall 1A Wall for Connection Wall 11 Connection Side 11A Connection Side 2 Groove Steel 12 End Piece 121 Handover Piece 2A Groove Steel 12A End Piece 121A Handpiece 3A Mounting Rod 3A Attachment Rod 4 for Connection Wall Wall piece 5 Joint 5A Joint 6 Weld A Spacing

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 近接線上に適宜間隔を置いて構築された
連結壁用の壁体と、 この連結用壁体の両連結側で、かつその連結用壁体の長
手方向に向って、それぞれ設けられたH型鋼、C型鋼等
の溝型鋼と、 この溝型鋼の連結側で、かつその溝型鋼の長手方向に向
って、それぞれ設けられたパイプ、丸棒等の棒材でなる
取付杆と、 前記間隔に構築され、かつ隣接する各連結用壁体にそれ
ぞれ設けた取付杆に係環される継手を備えてなる連結壁
用の壁片と、 で構成される近接線上に構築される連結壁。
1. A wall body for connecting walls constructed at appropriate intervals on a proximity line, and provided on both connecting sides of the connecting wall body and in the longitudinal direction of the connecting wall body, respectively. A grooved steel such as a H-shaped steel and a C-shaped steel, and a mounting rod made of a bar material such as a pipe or a round bar provided on the connecting side of the grooved steel and in the longitudinal direction of the grooved steel. A wall piece for a connecting wall, which is constructed at the above-mentioned interval and includes a joint engaged with a mounting rod provided on each of the adjacent connecting wall bodies, and a connecting wall constructed on a proximity line composed of: .
【請求項2】 請求項1の連結用壁体が、鋼製のパネル
壁体で構成される連結用壁体である請求項1の近接線上
に構築される連結壁。
2. The connection wall constructed on the proximity line according to claim 1, wherein the connection wall body according to claim 1 is a connection wall body formed of a steel panel wall body.
【請求項3】 請求項1の連結用壁体が、コンクリート
製壁で構成される連結用壁体である請求項1の近接線上
に構築される連結壁。
3. The connecting wall according to claim 1, wherein the connecting wall is a connecting wall made of a concrete wall.
JP8330292U 1992-12-02 1992-12-02 Connecting wall built on the near line Pending JPH0649524U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8330292U JPH0649524U (en) 1992-12-02 1992-12-02 Connecting wall built on the near line

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8330292U JPH0649524U (en) 1992-12-02 1992-12-02 Connecting wall built on the near line

Publications (1)

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JPH0649524U true JPH0649524U (en) 1994-07-08

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JP8330292U Pending JPH0649524U (en) 1992-12-02 1992-12-02 Connecting wall built on the near line

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6013086A (en) * 1983-06-30 1985-01-23 Isuzu Seisakusho:Kk Washing machine for cylindrical and annular material to be washed
JPH0376922A (en) * 1989-08-15 1991-04-02 Nippon Steel Corp Construction of continuous underground wall and steel panel therefor
JPH0434209U (en) * 1990-07-19 1992-03-23

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6013086A (en) * 1983-06-30 1985-01-23 Isuzu Seisakusho:Kk Washing machine for cylindrical and annular material to be washed
JPH0376922A (en) * 1989-08-15 1991-04-02 Nippon Steel Corp Construction of continuous underground wall and steel panel therefor
JPH0434209U (en) * 1990-07-19 1992-03-23

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