JP2002371713A - Girder type support device for shovel type excavator - Google Patents

Girder type support device for shovel type excavator

Info

Publication number
JP2002371713A
JP2002371713A JP2001220607A JP2001220607A JP2002371713A JP 2002371713 A JP2002371713 A JP 2002371713A JP 2001220607 A JP2001220607 A JP 2001220607A JP 2001220607 A JP2001220607 A JP 2001220607A JP 2002371713 A JP2002371713 A JP 2002371713A
Authority
JP
Japan
Prior art keywords
girder
frame
shovel
type excavator
floor
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
JP2001220607A
Other languages
Japanese (ja)
Inventor
Hiroshi Matsunaga
広志 松永
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.)
MATSUNAGA KAITAI KK
Original Assignee
MATSUNAGA KAITAI KK
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 MATSUNAGA KAITAI KK filed Critical MATSUNAGA KAITAI KK
Priority to JP2001220607A priority Critical patent/JP2002371713A/en
Publication of JP2002371713A publication Critical patent/JP2002371713A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a safe and economical girder type supporter for supporting a shovel type excavator when suspending the shovel type excavator to an upper layer to perform a work in the disassembling of a reinforced concrete building, a steel framed building or the like. SOLUTION: This support device comprises a H-shaped sectional girder frame 1 formed in a required length, and a workbench surface 2 located in the central part of the frame 1 and having slip stoppers 3 protrusively welded thereto, so that the caterpillar 6 of the shovel type excavator 9 is placed thereon so as to be longitudinally movable and inclinedly movable. The frame is longitudinally set through support boards 5a and 5b having reinforcement bars 4a and 4b welded and fixed thereto, and a tension is generated in the workbench surface 2 by the pressure by fastening of nuts 13a and 13b to entirely enhance the strength, whereby the vibration or heavy pressure of the shovel type excavator 9 is supported.

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】この種の技術は、建物の寿命
や開発の目的で解体工事を行う際、コンクリート造、ま
たは鉄骨造等の建物で、これらの工事現場が立地条件
上、地上から作業可能な場所がない場合と、建物の高さ
が高層である場合に用いる解体施工方法の基礎的安全用
仮設材に関するもので、このような解体工事には、ショ
ベル機械を屋上スラブの上にクーレンで吊り上げ、上層
から下層の順で解体作業をする方法が一般的に行われて
いる。 この解体施工に伴うショベル機械の重量が、ス
ラブや各階の床に重圧の振動が影響し、床の強度が耐え
切れず崩れ落ちる危険性があるため、ショベル機を支え
るサポートー部材の技術に関する。
BACKGROUND OF THE INVENTION This type of technology is used in concrete or steel-framed buildings for demolishing work for the purpose of building life or development. This refers to temporary safety materials for basic safety of demolition construction methods used when there is no available place or when the building is high.In such demolition work, a shovel machine is placed on a rooftop slab and cooled. In general, a method of lifting the floor and performing dismantling work from the upper layer to the lower layer is performed. The present invention relates to the technology of a support member that supports a shovel machine because the weight of the shovel machine accompanying the demolition work may affect the slab and the floor of each floor due to heavy-pressure vibration and the floor strength may not be able to withstand and collapse.

【0002】[0002]

【従来の技術】従来、この様な解体工事に伴うショベル
機の重圧から床の強度が耐えられる補強装置として、通
称サポートーと称する螺旋式のもので、これを床と天井
の間に垂直方向に支持し、螺旋ねじを回して本体の伸縮
機構で張力を発生させ、床の強度を補強するものがあ
る。
2. Description of the Related Art Conventionally, as a reinforcing device capable of withstanding the strength of a floor due to the heavy pressure of a shovel machine accompanying such dismantling work, a spiral type called a supporter, which is vertically mounted between a floor and a ceiling, is used. There is one that supports and turns the helical screw to generate tension by the expansion and contraction mechanism of the main body, thereby reinforcing the strength of the floor.

【0003】[0003]

【発明が解決しようとする課題】しかしながら、前記従
来のものは、図6に示すように、螺旋式サポートー(1
1)を用い、床(16)と天井の間に垂直方向に螺旋抵
抗を掛けて張力で天井を支持する方法で、大量のサポー
トーを各階の床と天井の間に設置するため、補強能力が
床面積当たりの所要分量と各階の垂直線上に同量の設置
を必要とすることから、工事期間と経費負担が大きいこ
と、また安全面から精査すると、各階の床が同形構造に
なっていない場合、螺旋式サポートー(11)の適正位
置の割り出し問題、また作業中のショベル機(9)の振
動や揺れにより螺旋式サポートー(11)のねじがしば
しば緩みが発生し、床下にひび割れや弛みが生じること
で頻繁に点検補修を要すると共に、これを放置すると床
の強度を低下させ崩れ落ちる危険性の課題があった。
[0006] However, as shown in FIG.
Using the method of 1), the ceiling is supported by tension by applying a spiral resistance vertically between the floor (16) and the ceiling, and a large amount of support is installed between the floor and the ceiling on each floor. Since the required amount per floor area and the same amount of installation on the vertical line of each floor are required, the construction period and cost burden are large, and if the floor on each floor does not have the same structure when examined from the safety aspect, The problem of determining the proper position of the spiral support (11), and the screws of the spiral support (11) are often loosened due to the vibration and shaking of the shovel machine (9) during work, causing cracks and loosening under the floor. This requires frequent inspections and repairs, and if left unchecked, there is a problem that the floor may be weakened and fall down.

【0004】[0004]

【課題を解決するための手段】この発明は、解体用ショ
ベル機の重量負担を、建物の構造上、強度が床より比較
的に強い構造になっている梁の上に分散させる手段であ
る。
SUMMARY OF THE INVENTION The present invention is a means for distributing the weight of an excavator for dismantling on a beam having a structure relatively stronger than a floor due to the structure of a building.

【0005】図5に示している梁(10a)と梁(10
b)の間に、断面H字型の形状で所要の長さを持つ桁式
サポートー装置を左右の二つが一組に設けられいると共
に、ショベル機(9)の両側のカタビラ(6)が乗せら
れ、床に(16)に重圧を与えることなく、アーム
(7)の旋回やカタビラ(6)の前後移動を可能にし、
解体工事の目的を達成している。
A beam (10a) and a beam (10) shown in FIG.
During b), a pair of left and right girder-type support devices having an H-shaped cross section and having a required length are provided in a pair, and a cababila (6) on both sides of a shovel machine (9) is mounted thereon. The arm (7) can be turned and the catabila (6) can be moved back and forth without applying pressure to the floor (16).
The purpose of demolition work has been achieved.

【0006】さらに、作業台面(2)の上には滑り止め
(3)が突出して施され、カタビラ(6)の安全な着地
と移動時の滑る現象を防止することで安全を保持してい
る。
Further, a non-slip (3) protrudes from the worktable surface (2) to maintain safety by preventing the catabira (6) from safely landing and slipping when moving. .

【0007】また、これらの桁フレーム(1)の下の内
部には、補強筋かね(4a)と(4b)が長手方向に本
体と溶接固定された支持盤(5a)と(5b)を介し、
ナット(13)で両側から締め付けによる圧力を加える
ことで、その反作用の力が作業台面(2)に張力を発生
させ、この上に掛かるショベル機(9)の重圧を支える
補強装置が設けられている。
In addition, inside the lower part of these girder frames (1), reinforcing bars (4a) and (4b) are provided via support plates (5a) and (5b), which are welded and fixed to the main body in the longitudinal direction. ,
By applying a tightening pressure from both sides with the nut (13), the reaction force generates tension on the worktable surface (2), and a reinforcing device for supporting the heavy pressure of the shovel machine (9) applied thereon is provided. I have.

【0008】このような桁式サポートーは、二組を用い
てショベル機(9)の平面移動や下層への下降移動を自
在にする構成で、工事目的を可能にしている。
[0008] Such a girder type support uses two sets to enable the excavator machine (9) to freely move in a plane or to move down to a lower layer, thereby enabling construction purposes.

【0009】[0009]

【発明の実施の形態】図1は本発明の一実施例を示す桁
式サポートー装置の側面図、図2は本発明の桁式サポー
トー装置の分解斜視図、図3は本発明の各部位に圧力が
作用する説明図、図4は現場の使用状態のイメージの側
面図、図5は現場で使用状態の上面から見たイメージの
上面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a side view of a girder-type support device showing one embodiment of the present invention, FIG. 2 is an exploded perspective view of the girder-type support device of the present invention, and FIG. FIG. 4 is a side view of an image of a use condition at a site, and FIG. 5 is a top view of an image viewed from the top in a use condition of the site.

【0010】図中1は、本発明の桁式サポートー装置の
片側のものを表す斜視図の通り、断面H字型の長い形状
をなす桁フレーム(1)が二つを備え、これを一組と
し、ショベル機(9)の両側のカタビラ(6)を乗せる
構成である。
1 is a perspective view showing one side of a girder-type support device of the present invention. As shown in FIG. 1, two girder frames (1) each having a long H-shaped cross section are provided. In this configuration, the cabellas (6) on both sides of the shovel machine (9) are mounted.

【0011】図2の当該分解斜視図を基本に、部分別で
その機能を詳細に説明すると、断面H字型で所要の長い
形状をなす桁フレーム(1)と、この中央部分の面を作
業台面(2)とし、カタビラ(6)の移動時における安
全を図る目的として、滑り止め(3)を溶接固定するこ
とで平面移動と下層への傾斜移動をも可能になり、床
(16)に負担を掛けることなく目的を達成している。
Based on the exploded perspective view of FIG. 2, the function will be described in detail by part. The girder frame (1) having an H-shaped cross section and having a required long shape, and the surface of this central part is worked. For the purpose of securing safety during the movement of the catabira (6), the anti-slip (3) can be welded and fixed to the floor (2) to enable flat movement and tilting movement to the lower layer. The goal is achieved without burden.

【0012】図3は、桁フレーム(1)を全体的に強度
を高める手段として、所要適材大きさの補強筋かね(4
a)と(4b)の二本を予め本体の桁フレーム(1)の
下部に溶接固定した支持盤(5a)と(5b)を介しナ
ット(13a)と(13b)の締め付け圧力を加えるこ
とにより、作業台面(2)に張力を発生させる仕組みで
ある。これらの力学的な相関関係を詳細に記述すると、
ショベル機(9)の総重量は重力のベクトル(20)で
表現すると垂直方向で作用し、カタビラ(6)と作業台
面(2)の接地面積分量に分散され、桁フレーム(1)
の両端に集中し、梁(10a)側と(10b)側に二分
することになる。このような総重量の圧力は、桁フレー
ム(1)の両端に集中するため、弛みが生じる可能性が
あると共に、安全を確保する上でこの部位を補強する必
要がある。これらの桁フレーム(1)全体を補強する手
段として用いる補強筋かね(4a)と(4b)の二本
を、長手方向に支持盤(5a)と(5b)を通してナッ
ト(13a)と(13b)を両端から締め付けると、圧
力ベクトル(20a)と(20b)が桁フレーム(1)
の下部に圧縮力が生じ、この反発作用力ベクトル(22
a)と(22b)が作用し、中央の作業台面(2)に張
力を発生させ、この面の強度を強化する仕組みである。
FIG. 3 shows a reinforcement frame (4) having a required size as a means for increasing the strength of the girder frame (1) as a whole.
a) and (4b) are tightened with nuts (13a) and (13b) through support plates (5a) and (5b) which are previously welded and fixed to the lower part of the girder frame (1) of the main body. And a mechanism for generating tension on the worktable surface (2). To describe these dynamic correlations in detail,
The total weight of the excavator (9) acts in the vertical direction when expressed by the gravity vector (20), and is distributed to the contact area between the catavil (6) and the work surface (2), and the girder frame (1)
Are concentrated at both ends of the beam, and are divided into the beam (10a) side and the (10b) side. Since the pressure of such a total weight is concentrated on both ends of the girder frame (1), there is a possibility of loosening, and it is necessary to reinforce this part in order to ensure safety. Two reinforcing bars (4a) and (4b) used as means for reinforcing the entire girder frame (1) are passed through support plates (5a) and (5b) in the longitudinal direction and nuts (13a) and (13b). Are tightened from both ends, the pressure vectors (20a) and (20b) become
Generates a compressive force at the lower part of the repulsive force vector (22).
a) and (22b) act to generate tension on the central workbench surface (2), thereby enhancing the strength of this surface.

【0013】図4は、当該現場において建物の上層部で
ショベル機(9)を、梁(10a)と(10b)の上に
桁式サポートーを掛けて作業台面(2)の上に乗せてい
る状態をイメージしている側面図である。この図の通
り、全階の床に重量負担を掛けることなく目的の工事を
可能にしている。
FIG. 4 shows that the excavator (9) is mounted on the workbench surface (2) at the site of the building by means of a girder support on the beams (10a) and (10b) at the upper part of the building. It is a side view which images a state. As shown in this figure, the target construction can be performed without imposing a weight burden on the floors of all floors.

【0014】図5は、図4の状態を上部から見ているこ
とをイメージしているが、建物の構造上、床より比較的
に強い強度を持っている梁を利用することで、安全を確
保している。
FIG. 5 is an image of the state of FIG. 4 viewed from the top. However, due to the structure of the building, the use of beams having a relatively higher strength than the floor makes it possible to ensure safety. Is secured.

【0015】[0015]

【発明の効果】請求項1記載の本発明によれば、図6の
示す従来型に比べると、運搬、設置、解除の作業が簡単
かつ経済的で、工事中でも頻繁に点検補修作業がなくて
も安全を維持できる利便性を提供している。
According to the first aspect of the present invention, as compared with the conventional type shown in FIG. 6, the work of transportation, installation and release is simpler and more economical, and there is no frequent inspection and repair work even during construction. Also offers the convenience of maintaining safety.

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

【図1】 桁式サポートーの形状を示す斜視図。FIG. 1 is a perspective view showing the shape of a girder type support.

【図2】 桁式サポートーの構造を示す分解斜視図。FIG. 2 is an exploded perspective view showing the structure of a girder type support.

【図3】 補強筋かねの圧力が作用するベクトルを示す
側面と断面図。
FIG. 3 is a side view and a cross-sectional view showing a vector on which a pressure of a reinforcing bar acts.

【図4】 桁式サポートーを現場で実施する例を示す側
面図。
FIG. 4 is a side view showing an example in which a girder type support is implemented on site.

【図5】 桁式サポートーを現場で実施する例を示す上
面図。
FIG. 5 is a top view showing an example in which a girder type support is implemented on site.

【図6】 従来型のサポートーを現場で実施する例を示
す側面図。
FIG. 6 is a side view showing an example in which a conventional support is implemented on site.

【符号の説明】[Explanation of symbols]

1 桁フレーム 2 作業台面 3 滑り止め 4a 補強筋かね 4b 補強筋かね 5a 支持盤 5b 支持盤 6 カタビラ 7 アーム 8 アタチメント 9 ショベル機 10a 梁 10b 梁 11 螺旋式サポートー 12 養生 13a ナット 13b ナット 14 壁 15 解体廃材 16 床 17 地面 18 土間 19a ねじ目 19b ねじ目 20 ショベル機の重圧ベクトル 21a 圧力ベクトル 21b 圧力ベクトル 22a 反発作用力ベクトル 22b 反発作用力ベクトル DESCRIPTION OF SYMBOLS 1 girder frame 2 workbench surface 3 non-slip 4a reinforcing bar 4b reinforcing bar 5a support panel 5b support panel 6 catavilla 7 arm 8 attachments 9 shovel machine 10a beam 10b beam 11 spiral support 12 curing 13a nut 13b nut 13b nut Waste material 16 Floor 17 Ground 18 Soil 19a Thread 19b Thread 20 Heavy pressure vector of shovel machine 21a Pressure vector 21b Pressure vector 22a Repulsion force vector 22b Repulsion force vector

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 断面がH字型の鉄骨造桁フレーム(1)
と、この桁フレーム(1)の中央上部の作業台面(2)
に滑り止め(3)とを有し、これらの下部内部に補強筋
かね(4a)と(4b)が支持盤(5a)と(5b)を
介しナット(13a)と(13b)を締め付け横から作
業台面(2)に張力を発生させる補強装置が設けられて
いると共に、この全体が二つを1組として構成されてい
ることを特徴とする桁式ショベルサポートー装置。
An H-shaped steel frame girder frame (1).
And the workbench surface (2) in the upper center of the girder frame (1)
Anti-slip (3), and reinforcing bars (4a) and (4b) are tightened with nuts (13a) and (13b) through support plates (5a) and (5b) in the lower part. A girder-type shovel support device, wherein a reinforcing device for generating tension is provided on the work table surface (2), and the whole is configured as one set.
JP2001220607A 2001-06-18 2001-06-18 Girder type support device for shovel type excavator Pending JP2002371713A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001220607A JP2002371713A (en) 2001-06-18 2001-06-18 Girder type support device for shovel type excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001220607A JP2002371713A (en) 2001-06-18 2001-06-18 Girder type support device for shovel type excavator

Publications (1)

Publication Number Publication Date
JP2002371713A true JP2002371713A (en) 2002-12-26

Family

ID=19054405

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001220607A Pending JP2002371713A (en) 2001-06-18 2001-06-18 Girder type support device for shovel type excavator

Country Status (1)

Country Link
JP (1) JP2002371713A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009179946A (en) * 2008-01-29 2009-08-13 Techno:Kk Reinforcing plate member
JP2015048586A (en) * 2013-08-30 2015-03-16 株式会社伸光リース Dismantling method using girder-type support device, and girder-type support device
JP2015129381A (en) * 2014-01-07 2015-07-16 株式会社ナベカヰ Slope for heavy machine elevation
JP2022052793A (en) * 2020-09-24 2022-04-05 株式会社伸光リース Girder type support device

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009179946A (en) * 2008-01-29 2009-08-13 Techno:Kk Reinforcing plate member
JP2015048586A (en) * 2013-08-30 2015-03-16 株式会社伸光リース Dismantling method using girder-type support device, and girder-type support device
JP2015129381A (en) * 2014-01-07 2015-07-16 株式会社ナベカヰ Slope for heavy machine elevation
JP2022052793A (en) * 2020-09-24 2022-04-05 株式会社伸光リース Girder type support device

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