JP5245104B2 - Boiler scaffold and its construction method - Google Patents

Boiler scaffold and its construction method Download PDF

Info

Publication number
JP5245104B2
JP5245104B2 JP2010193748A JP2010193748A JP5245104B2 JP 5245104 B2 JP5245104 B2 JP 5245104B2 JP 2010193748 A JP2010193748 A JP 2010193748A JP 2010193748 A JP2010193748 A JP 2010193748A JP 5245104 B2 JP5245104 B2 JP 5245104B2
Authority
JP
Japan
Prior art keywords
scaffold
boiler
hopper
jack
work 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.)
Active
Application number
JP2010193748A
Other languages
Japanese (ja)
Other versions
JP2012052305A (en
Inventor
昭広 池田
真稔 益田
勇作 安藤
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.)
Taihei Dengyo Kaisha Ltd
Kanden Plant Corp
Original Assignee
Taihei Dengyo Kaisha Ltd
Kanden Plant 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 Taihei Dengyo Kaisha Ltd, Kanden Plant Corp filed Critical Taihei Dengyo Kaisha Ltd
Priority to JP2010193748A priority Critical patent/JP5245104B2/en
Publication of JP2012052305A publication Critical patent/JP2012052305A/en
Application granted granted Critical
Publication of JP5245104B2 publication Critical patent/JP5245104B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Description

この発明は、ボイラ内足場およびその構築方法、特に、ボイラの保守点検等のためにボイラ内に構築するボイラ内足場を、容易かつ短期間にしかも安価に構築することができるボイラ内足場およびその構築方法に関するものである。   The present invention relates to a boiler internal scaffold and a construction method thereof, in particular, a boiler internal scaffold that can be constructed easily, in a short period of time, and inexpensively in a boiler scaffold built in a boiler for boiler maintenance and inspection. It relates to the construction method.

例えば、火力発電所に設置されている大型ボイラの炉壁やバーナーボックス等の保守点検等は、ボイラ内に足場を構築することにより行われている。   For example, maintenance and inspection of a furnace wall and a burner box of a large boiler installed in a thermal power plant are performed by building a scaffold in the boiler.

ボイラ内に構築された従来のボイラ内足場の一例を、図面を参照しながら説明する。以下、この従来のボイラ内足場を従来足場という。   An example of a conventional boiler internal scaffold constructed in the boiler will be described with reference to the drawings. Hereinafter, this conventional boiler internal scaffold is referred to as a conventional scaffold.

図9は、従来足場を示す斜視図である。   FIG. 9 is a perspective view showing a conventional scaffold.

図9に示すように、従来足場は、ホッパー内足場A、固定全面作業床Bおよび昇降全面作業床Cからなっている。   As shown in FIG. 9, the conventional scaffold is composed of a hopper inner scaffold A, a fixed full work floor B, and a lift full work floor C.

ホッパー内足場Aは、ボイラ本体1の下部のボイラホッパー2内に構築され、固定全面作業床Bは、ホッパー内足場Aの上に構築され、昇降全面作業床Cは、固定全面作業床Bの上方に構築され、複数台のジャッキ23によりボイラ本体1内を昇降可能になっている。   The hopper inner scaffold A is constructed in the boiler hopper 2 below the boiler body 1, the fixed full work floor B is built on the hopper inner scaffold A, and the lifting full work floor C is the fixed full work floor B. It is constructed above and can be moved up and down in the boiler body 1 by a plurality of jacks 23.

ジャッキ23は、この例では、センターホールジャッキからなり、ジャッキ本体24と、ジャッキ本体24により間歇的に吊り下げ、吊り上げられるストランド25とを備え、ストランド25の下端は、昇降全面作業床Cに固定されている。これにより、昇降全面作業床Cは、ジャッキ23により間歇的にボイラ本体1の所定高さ位置に昇降可能になっている。   In this example, the jack 23 is a center hole jack, and includes a jack body 24 and a strand 25 that is intermittently suspended and lifted by the jack body 24, and the lower end of the strand 25 is fixed to the lifting floor C. Has been. Thereby, the raising / lowering entire work floor C can be raised / lowered intermittently to a predetermined height position of the boiler body 1 by the jack 23.

上述した従来足場によれば、昇降作全面業床Cをジャッキ23により所定高さ位置まで昇降させることにより、ボイラの保守点検等は、昇降全面作業床Cを介して確実に行うことができる。   According to the above-described conventional scaffold, by raising and lowering the lifting and lowering work floor C to the predetermined height position by the jack 23, the boiler maintenance inspection and the like can be reliably performed through the lifting and lowering work floor C.

次に、従来足場の構築方法を、図面を参照しながら説明する。以下、この従来足場の構築方法を従来足場構築方法という。   Next, a conventional scaffold construction method will be described with reference to the drawings. Hereinafter, this conventional scaffold construction method is referred to as a conventional scaffold construction method.

図10(a)から(c)は、従来足場構築方法によるホッパー内足場Aの構築方法を示す斜視図であり、(a)は、一段目の足場ブロックの構築状態を示す斜視図、(b)は、二段目の足場ブロックの構築状態を示す斜視図、(c)は、三段目の足場ブロックの構築状態を示す斜視図である。   FIGS. 10A to 10C are perspective views showing a construction method of the hopper scaffold A according to the conventional scaffold construction method, and FIG. 10A is a perspective view showing a construction state of the first-stage scaffold block. ) Is a perspective view showing the construction state of the second stage scaffold block, and (c) is a perspective view showing the construction state of the third stage scaffold block.

図11(a)から(c)は、従来足場構築方法による固定全面作業床Bの構築方法を示す斜視図であり、(a)は、固定全面作業床Bの横梁の設置状態を示す斜視図、(b)は、固定全面作業床Bの縦梁の設置状態を示す斜視図、(c)は、固定全面作業床Bを示す斜視図である。   11 (a) to 11 (c) are perspective views showing a construction method of a fixed full work floor B by a conventional scaffold construction method, and FIG. 11 (a) is a perspective view showing an installation state of a cross beam on the fixed full work floor B. FIG. (B) is a perspective view which shows the installation state of the vertical beam of the fixed whole surface work floor B, (c) is a perspective view which shows the fixed whole surface work floor B. FIG.

なお、図11において、ホッパー内足場Aは、図示していない。   In FIG. 11, the hopper inner scaffold A is not shown.

従来足場構築方法により従来足場を構築するには、先ず、ボイラホッパー2内にホッパー内足場Aを構築する。すなわち、図10(a)に示すように、ボイラホッパー2の底部に、一段目の足場ブロック26を設置する。各一段目の足場ブロック26は、それぞれ基礎足場34の上に1個、構築される。一段目の足場ブロック26の設置が完了したら、同図(b)に示すように、一段目の各足場ブロック26の上に複数個(この例では、2個)の二段目の足場ブロック27を乗せ、相互に連結する。二段目の足場ブロック27の設置が完了したら、同図(c)に示すように、各二段目の足場ブロック27の上に複数個(この例では、3個)の三段目の足場ブロック28を乗せ、相互に連結する。このようにして、ボイラホッパー2内にホッパー内足場Aを構築する。ホッパー内足場Aは、固定全面作業床Bを構築するための足場である。   In order to construct a conventional scaffold by the conventional scaffold construction method, first, an in-hopper scaffold A is constructed in the boiler hopper 2. That is, as shown to Fig.10 (a), the 1st step | paragraph scaffold block 26 is installed in the bottom part of the boiler hopper 2. As shown in FIG. Each of the first-stage scaffold blocks 26 is constructed on the foundation scaffold 34. When the installation of the first stage scaffold block 26 is completed, a plurality (two in this example) of second stage scaffold blocks 27 are provided on each first stage scaffold block 26 as shown in FIG. And put them together. When the installation of the second stage scaffold block 27 is completed, a plurality of (three in this example) third stage scaffolds are placed on each second stage scaffold block 27 as shown in FIG. A block 28 is placed and connected to each other. In this way, the hopper inner scaffold A is constructed in the boiler hopper 2. The hopper inner scaffold A is a scaffold for constructing the fixed full work floor B.

なお、各足場ブロックの設置時に、各足場ブロック間に渡り歩廊29および斜めサポート35を設置する。また、各足場ブロック等の各種部材のボイラホッパー2内への搬入は、ボイラホッパー2の底部の開口2Aあるいは点検孔(図示せず)からクレーン等により行う。これは、以下に説明する固定全面作業床Bおよび昇降全面作業床Cの構築の場合においても同様である。   In addition, when installing each scaffold block, the walkway 29 and the diagonal support 35 are installed between each scaffold block. In addition, various members such as each scaffold block are carried into the boiler hopper 2 by a crane or the like from the opening 2A or an inspection hole (not shown) at the bottom of the boiler hopper 2. This also applies to the construction of the fixed full work floor B and the lift full work floor C described below.

次に、図11(a)に示すように、ホッパー内足場Aの上に上部フレーム10を取り付け、上部フレーム30に横梁31を設置する。この後、同図(a)に示すように、上部フレーム30に縦梁32を設置する。そして、同図(c)に示すように、横梁31と縦梁32の間に足場板33を全面に渡す。このようにして、ホッパー内足場Aの上に固定全面作業床Bを構築する。   Next, as shown in FIG. 11A, the upper frame 10 is attached on the hopper inner scaffold A, and the cross beam 31 is installed on the upper frame 30. Thereafter, as shown in FIG. 4A, the vertical beam 32 is installed on the upper frame 30. Then, as shown in FIG. 5C, the scaffolding plate 33 is passed between the horizontal beam 31 and the vertical beam 32 over the entire surface. In this way, the fixed full work floor B is constructed on the hopper inner scaffold A.

次に、図9に示すように、固定全面作業床Bの上に昇降全面作業床Cを構築する。昇降全面作業床Cは、固定全面作業床Bにおけると同様に、横梁と縦梁とこれらの梁間に足場板(何れも、図示せず)を全面に渡り、張り渡し、固定したものからなる。昇降全面作業床Cの構築作業は、全て固定全面作業床Bの上で行われる。昇降全面作業床Cの構築作業を、全て固定全面作業床Bの上で行う理由は、昇降全面作業床Cを構成する横梁と縦梁等の部材は、一体物ではなく、短材を連結したものであるので、強度上、構築中の昇降全面作業床Cの上に乗って作業をすることができないからである。   Next, as shown in FIG. 9, a lifting and lowering work surface C is constructed on the fixed work surface B. As in the case of the fixed full-scale work floor B, the lifting / lowering full-scale work floor C is composed of a horizontal beam, a vertical beam, and a scaffolding plate (both not shown) between these beams, stretched, and fixed. All the construction work of the raising / lowering work floor C is performed on the fixed work floor B. The reason for performing the construction work of the lifting / lowering entire work floor C on the fixed entire work floor B is because the members such as the cross beams and the vertical beams constituting the lifting / lowering entire work floor C are not integrated but short members are connected. This is because, because of strength, it is not possible to get on the lifting and lowering work floor C being constructed and work.

このようにして、昇降全面作業床Cを構築したら、ボイラ本体1の頂部に複数台のジャッキ本体24を設置し、ストランド25の下端を昇降全面作業床Cに固定する。   Thus, when the raising / lowering whole work floor C is constructed | assembled, the several jack main body 24 is installed in the top part of the boiler main body 1, and the lower end of the strand 25 is fixed to the raising / lowering whole work floor C.

以上のようにして、従来足場構築方法により、ホッパー内足場A、固定全面作業床Bおよび昇降全面作業床Cからなる従来足場が構築される。   As described above, a conventional scaffold composed of the hopper inner scaffold A, the fixed entire work floor B, and the lift entire work floor C is constructed by the conventional scaffold construction method.

特許第2828430号公報Japanese Patent No. 2828430

上述の従来足場構築方法によれば、ボイラの保守点検等を行う昇降全面作業床Cを確実にボイラ本体1内に構築することは可能であるが、以下のような問題があった。   According to the above-described conventional scaffold construction method, it is possible to reliably construct the entire raising / lowering work floor C for performing maintenance and inspection of the boiler in the boiler body 1, but there are the following problems.

(1)ホッパー内足場Aは、多数個のを左右に連結しながら、足場ブロック26、27、28を上下多段に積み重ねることによって構築するので、ホッパー内足場Aの構築に時間と手間がかかる。   (1) The hopper internal scaffold A is constructed by stacking the scaffold blocks 26, 27, and 28 in multiple stages while connecting a large number of scaffolds A to the left and right, so it takes time and labor to construct the hopper internal scaffold A.

(2)昇降全面作業床Cは、ホッパー内足場Aの上に構築した固定全面作業床Bを介して構築するので、作業床を重複して構築することになり、この結果、ボイラ内足場の工期が長くなり、その分、工費がかかる。   (2) Since the raising / lowering entire work floor C is constructed through the fixed entire work floor B constructed on the hopper inner scaffold A, the work floor is constructed in an overlapping manner. The construction period will be longer, and the construction cost will increase accordingly.

従って、この発明の目的は、ボイラの保守点検等のためにボイラ内に構築するボイラ内足場を、容易かつ短期間にしかも安価に構築することができるボイラ内足場およびその構築方法を提供することにある。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a boiler internal scaffolding and a construction method thereof that can easily, in a short period of time and inexpensively construct a boiler internal scaffolding constructed in the boiler for boiler maintenance and inspection. It is in.

この発明は、上記目的を達成するためになされたものであって、下記を特徴とするものである。   The present invention has been made to achieve the above object, and is characterized by the following.

[1] ボイラの保守点検等のためにボイラ内に構築するボイラ内足場の構築方法において、ボイラホッパーの対向するホッパー壁面間の長さを有する作業床を、前記ホッパー壁面間に跨るように、前記ホッパー壁面間に上下多段に複数個、載置して、ホッパー内足場を構築し、次いで、前記ホッパー内足場の上方に、最上段の前記作業床を主梁とし、前記主梁上で足場板を前記主梁間に差し渡すことによって昇降全面作業床を構築し、前記昇降全面作業床をジャッキにより昇降可能にボイラ本体内に吊り下げることに特徴を有するものである。   [1] In a method for constructing a scaffold in a boiler constructed in a boiler for maintenance and inspection of the boiler, a work floor having a length between opposing hopper wall surfaces of the boiler hopper is straddled between the hopper wall surfaces. A plurality of upper and lower tiers are placed between the hopper wall surfaces to construct a hopper inner scaffold, and then the uppermost working floor is a main beam above the hopper inner scaffold, and the scaffold on the main beam. The present invention is characterized in that a lifting / lowering work floor is constructed by passing a plate between the main beams, and the lifting / lowering work floor is suspended in a boiler body so as to be lifted and lowered by a jack.

[2] [1]に記載のボイラ内足場の構築方法において、前記ジャッキとして、所定長さの板材を互いにピンにより連結した吊り板をジャッキ本体により吊り下げ、吊り上げる吊り板式ジャッキを使用し、前記昇降全面作業床を前記吊り板に固定することに特徴を有するものである。   [2] In the method for constructing a scaffold in a boiler according to [1], a suspension plate jack in which a suspension plate in which plate members of a predetermined length are connected to each other by pins is suspended and lifted by a jack body is used as the jack, The lifting / lowering entire work floor is fixed to the suspension plate.

[3] [1]に記載のボイラ内足場の構築方法において、前記ジャッキとして、前記ジャッキとして、センターホールジャッキを使用し、前記昇降全面作業床を前記センターホールジャッキのストランドに固定することに特徴を有するものである。   [3] In the method for constructing a scaffold in a boiler as described in [1], a center hole jack is used as the jack, and the entire lifting work floor is fixed to a strand of the center hole jack. It is what has.

[4] ボイラの保守点検等のためにボイラ内に構築するボイラ内足場において、ボイラホッパーの対向するホッパー壁面間の長さを有し、前記ホッパー壁面間に跨るように、前記ホッパー壁面間に上下多段に載置される複数個の作業床からなるホッパー内足場と、前記ホッパー内足場の最上段の前記作業床を主梁とし、前記主梁間に足場板を差し渡したものからなる昇降全面作業床と、前記昇降全面作業床をボイラ本体内に昇降可能に吊り下げるジャッキとからなることに特徴を有するものである。   [4] In a boiler internal scaffold constructed in the boiler for boiler maintenance and inspection, the boiler hopper has a length between opposing hopper wall surfaces, and extends between the hopper wall surfaces so as to straddle between the hopper wall surfaces. A hopper inner scaffold consisting of a plurality of work floors placed in multiple upper and lower stages, and an entire lifting work consisting of the uppermost work floor of the hopper inner scaffold as a main beam, and a scaffold plate sandwiched between the main beams It is characterized in that it comprises a floor and a jack that suspends the entire raising / lowering work floor in the boiler body so as to be lifted and lowered.

[5] [4]に記載のボイラ内足場において、前記ジャッキは、所定長さの板材を互いにピンにより連結した吊り板をジャッキ本体により吊り下げ、吊り上げる吊り板式ジャッキからなり、前記昇降全面作業床は、前記吊り板に固定されていることに特徴を有するものである。   [5] In the boiler scaffolding according to [4], the jack includes a suspension plate-type jack in which a suspension plate in which plate members of a predetermined length are connected to each other by pins is suspended and lifted by a jack body. Is characterized by being fixed to the suspension plate.

[6] [4]に記載のボイラ内足場において、前記ジャッキは、センターホールジャッキからなり、前記昇降全面作業床は、前記センターホールジャッキのストランドに固定されていることに特徴を有するものである。   [6] In the boiler scaffolding according to [4], the jack is formed of a center hole jack, and the entire raising / lowering work floor is fixed to a strand of the center hole jack. .

[7] [4]から[6]の何れか1つに記載のボイラ内足場において、前記主梁間に、支持梁が差し渡されていることに特徴を有するものである。   [7] In the boiler scaffolding according to any one of [4] to [6], a support beam is provided between the main beams.

[8] [4]から[7]の何れか1つに記載のボイラ内足場において、前記足場板は、前記足場板を互いに並べて前記主梁間に差し渡したときに、隣接する前記足場板または前記支持梁の上面に端部が重なる荷重分散板が前記足場板に固定されていることに特徴を有するものである。   [8] In the boiler internal scaffold according to any one of [4] to [7], when the scaffold plate is arranged adjacent to each other and passed between the main beams, A load distribution plate whose end overlaps with the upper surface of the support beam is fixed to the scaffold plate.

[9] [8]に記載のボイラ内足場において、前記荷重分散板は、前記足場板に斜めに固定されていることに特徴を有するものである。   [9] In the boiler scaffolding according to [8], the load distribution plate is characterized in that it is fixed obliquely to the scaffold plate.

この発明によれば、ボイラの保守点検等のためにボイラ内に構築するボイラ内足場を、容易かつ短期間にしかも安価に構築することができる。すなわち、ホッパー内足場は、作業床をボイラホッパーの対向する壁面に単に載置するのみで構築することができるので、ホッパー内足場を短期間で構築することができる。しかも、ホッパー内足場の最上段の作業床を主梁とすることにより、主梁上で昇降全面作業床の構築作業が行えるので、ホッパー内足場上に固定全面作業床を構築する必要がなくなる。このように1つの全面作業床を構築するのみで済むので、ホッパー内足場を短期間で構築することと合わせて、ボイラ内足場を、容易かつ短期間にしかも安価に構築することができる。   According to the present invention, a scaffold in the boiler that is constructed in the boiler for boiler maintenance and inspection can be constructed easily, in a short period of time, and at a low cost. That is, the hopper inner scaffold can be constructed simply by placing the work floor on the opposing wall surface of the boiler hopper, so that the hopper inner scaffold can be constructed in a short period of time. In addition, by using the uppermost work floor of the hopper inner scaffold as the main beam, it is possible to construct the entire lifting work floor on the main beam, thus eliminating the need to construct a fixed full work floor on the hopper scaffold. Since only one entire work floor needs to be constructed in this way, it is possible to construct the boiler inner scaffold easily, in a short period of time, and at a low cost, together with the construction of the hopper inner scaffold in a short period of time.

この発明のボイラ内足場を示す斜視図である。It is a perspective view which shows the boiler internal scaffold of this invention. この発明によるホッパー内足場Dの構築方法を示す斜視図のうち、一段目の作業床の構築状態を示す斜視図である。It is a perspective view which shows the construction state of the work floor of the 1st step among the perspective views which show the construction method of the scaffold D in hopper by this invention. この発明によるホッパー内足場Dの構築方法を示す斜視図のうち、二段目の作業床の構築状態を示す斜視図である。It is a perspective view which shows the construction state of the work floor of the 2nd step among the perspective views which show the construction method of the scaffold D in hopper by this invention. この発明によるホッパー内足場Dの構築方法を示す斜視図のうち、三段目の作業床の構築状態を示す斜視図である。It is a perspective view which shows the construction state of the work floor of the 3rd step among the perspective views which show the construction method of the scaffold D in hopper by this invention. この発明によるホッパー内足場Dの構築方法を示す斜視図のうち、四段目の作業床の構築状態を示す斜視図である。It is a perspective view which shows the construction state of the work floor of the 4th step among the perspective views which show the construction method of the scaffold hopper D by this invention. この発明によるホッパー内足場Dの構築方法を示す斜視図のうち、ボイラホッパー内に構築されたホッパー内足場Dを示す斜視図である。It is a perspective view which shows the hopper internal scaffold D constructed | assembled in the boiler hopper among the perspective views which show the construction method of the scaffold hopper internal D by this invention. この発明による昇降全面作業床Eの構築方法を示す斜視図であり、(a)は、支持梁の構築状態を示す斜視図、(b)は、足場板の構築状態を示す斜視図、(c)は、構築された昇降全面作業床Eにセンターホールジャッキのストランドを固定した状態を示す斜視図である。It is a perspective view which shows the construction method of the raising / lowering full-scale work floor E by this invention, (a) is a perspective view which shows the construction state of a support beam, (b) is a perspective view which shows the construction state of a scaffold board, (c) ) Is a perspective view showing a state where the strand of the center hole jack is fixed to the built up / down entire work floor E. 図3(c)の側面図である。FIG. 4 is a side view of FIG. 主梁となる最上段の作業床を示す斜視図である。It is a perspective view which shows the uppermost work floor used as a main beam. 足場板を示す平面図である。It is a top view which shows a scaffold board. 足場板の設置状態を示す斜視図である。It is a perspective view which shows the installation state of a scaffold board. 足場板の設置状態を示す側面図である。It is a side view which shows the installation state of a scaffold board. 従来足場を示す斜視図である。It is a perspective view which shows the conventional scaffold. 従来足場構築方法によるホッパー内足場Aの構築方法を示す斜視図であり、(a)は、一段目の足場ブロックの構築状態を示す斜視図、(b)は、二段目の足場ブロックの構築状態を示す斜視図、(c)は、三段目の足場ブロックの構築状態を示す斜視図である。It is a perspective view which shows the construction method of the scaffold A in a hopper by the conventional scaffold construction method, (a) is a perspective view which shows the construction state of the first-stage scaffold block, (b) is construction of the second-stage scaffold block The perspective view which shows a state, (c) is a perspective view which shows the construction state of the scaffolding block of the 3rd step | paragraph. 従来足場構築方法による固定全面作業床Bの構築方法を示す斜視図であり、(a)は、固定全面作業床の横梁の設置状態を示す斜視図、(b)は、固定全面作業床の縦梁の設置状態を示す斜視図、(c)は、固定全面作業床を示す斜視図である。It is a perspective view which shows the construction method of the fixed whole work floor B by the conventional scaffold construction method, (a) is a perspective view which shows the installation state of the cross beam of a fixed whole work floor, (b) is a vertical | vertical view of a fixed whole work floor. The perspective view which shows the installation state of a beam, (c) is a perspective view which shows a fixed full-scale work floor.

この発明のボイラ内足場の一実施態様を、図面を参照しながら説明する。   An embodiment of a boiler internal scaffold according to the present invention will be described with reference to the drawings.

図1は、この発明のボイラ内足場を示す斜視図である。   FIG. 1 is a perspective view showing a boiler internal scaffold according to the present invention.

図1に示すように、この発明のボイラ内足場は、ホッパー内足場Dおよび昇降全面作業床Eからなっている。   As shown in FIG. 1, the boiler internal scaffold of this invention consists of the hopper internal scaffold D and the raising / lowering whole work floor E. As shown in FIG.

ホッパー内足場Dは、ボイラ本体1の下部のボイラホッパー2内に構築され、昇降全面作業床Eは、ホッパー内足場Dの上方に構築され、複数台のジャッキ3によりボイラ本体1内を昇降可能になっている。   The hopper inner scaffold D is constructed in the boiler hopper 2 below the boiler body 1, and the entire raising / lowering work floor E is constructed above the hopper inner scaffold D and can be elevated in the boiler body 1 by a plurality of jacks 3. It has become.

ジャッキ3は、この例では、センターホールジャッキからなり、ジャッキ本体4と、ジャッキ本体4により間歇的に吊り下げ、吊り上げられるストランド5とを備え、ストランド5の下端は、昇降全面作業床Eに固定されている。これにより、昇降全面作業床Eは、ジャッキ3により間歇的にボイラ本体1の所定高さ位置に昇降可能になっている。   In this example, the jack 3 includes a center hole jack, and includes a jack body 4 and a strand 5 that is intermittently suspended and lifted by the jack body 4. Has been. Thereby, the raising / lowering work floor E can be raised / lowered intermittently to a predetermined height position of the boiler body 1 by the jack 3.

センターホールジャッキとしては、特許文献1(特許第2828430号公報)に開示されるジャッキを使用すると良い。   As the center hole jack, a jack disclosed in Patent Document 1 (Japanese Patent No. 2828430) may be used.

なお、ジャッキ3は、センターホールジャッキ以外に、所定長さの板材を互いにピンにより連結した吊り板をジャッキ本体により吊り下げ、吊り上げる吊り板式ジャッキからなるものであっても良い。この場合、昇降全面作業床Eは、前記吊り板に固定される。   In addition to the center hole jack, the jack 3 may be a suspension plate type jack that suspends and lifts a suspension plate in which plate members of a predetermined length are connected to each other by pins. In this case, the lifting work surface E is fixed to the suspension plate.

上述した、この発明のボイラ内足場によれば、昇降作全面業床Eをジャッキ3により所定高さ位置まで昇降させることにより、ボイラの保守点検等は、昇降全面作業床Eを介して確実に行うことができる。   According to the above-described scaffolding in the boiler of the present invention, the lifting and lowering work floor E is raised and lowered to a predetermined height by the jack 3 so that the boiler maintenance and inspection can be reliably performed through the lifting and lowering work floor E. It can be carried out.

次に、この発明のボイラ内足場の構築方法を、図面を参照しながら説明する。   Next, a method for constructing a boiler internal scaffold according to the present invention will be described with reference to the drawings.

図2(a)から(e)は、この発明によるホッパー内足場Dの構築方法を示す斜視図であり、図3(a)から(c)は、この発明による昇降全面作業床Eの構築方法を示す斜視図である。   FIGS. 2 (a) to 2 (e) are perspective views showing a method for constructing the hopper inner scaffold D according to the present invention, and FIGS. 3 (a) to 3 (c) are methods for constructing the raising / lowering work floor E according to the present invention. FIG.

なお、図3において、ホッパー内足場Dは、図示していない。   In FIG. 3, the hopper inner scaffold D is not shown.

この発明によりボイラ内足場を構築するには、先ず、ボイラホッパー2内にホッパー内足場Dを構築する。すなわち、図2(a)に示すように、ボイラホッパー2の底部の対向するホッパー壁面間に一段目の作業床6を載置する。作業床6は、図5に示すように、床板6Aと手摺6Bからなり、載置する位置のホッパー壁面間の長さを有し、一体物によって構成されている。後述する作業床7、8、9も長さが上段ほど長くなるだけで、構成は、作業床6と同様である。   In order to construct the boiler internal scaffold according to the present invention, first, the hopper internal scaffold D is constructed in the boiler hopper 2. That is, as shown in FIG. 2A, the first-stage work floor 6 is placed between the opposing hopper wall surfaces at the bottom of the boiler hopper 2. As shown in FIG. 5, the work floor 6 is composed of a floor plate 6 </ b> A and a handrail 6 </ b> B, and has a length between hopper wall surfaces at a placement position, and is configured as a single unit. Work floors 7, 8, and 9 described later have the same length as the work floor 6 except that the upper floors are longer.

一段目の作業床6の設置が完了したら、同図(b)に示すように、一段目の作業床6の上の対向するホッパー壁面間に二段目の作業床7を載置する。二段目の作業床7の載置が完了したら、同図(c)に示すように、二段目の作業床7の上のホッパー壁面間に三段目の作業床8を載置する。三段目の作業床8の載置が完了したら、同図(d)に示すように、三段目の作業床8の上のホッパー壁面間に四段目の作業床9を載置する。この最上段の四段目の作業床9が昇降全面作業床Eの主梁となる。   When the installation of the first stage work floor 6 is completed, the second stage work floor 7 is placed between the opposing hopper wall surfaces on the first stage work floor 6 as shown in FIG. When the placement of the second stage work floor 7 is completed, the third stage work floor 8 is placed between the hopper wall surfaces on the second stage work floor 7 as shown in FIG. When the placement of the third work floor 8 is completed, the fourth work floor 9 is placed between the hopper wall surfaces on the third work floor 8 as shown in FIG. The uppermost work floor 9 of the uppermost stage becomes the main beam of the entire raising / lowering work floor E.

なお、各作業床等の各種部材のボイラホッパー2内への搬入は、ボイラホッパー2の底部の開口2Aあるいは点検孔(図示せず)からクレーン等により行う。これは、以下に説明する昇降全面作業床Eの構築の場合においても同様である。   It should be noted that various members such as work floors are carried into the boiler hopper 2 by a crane or the like from the opening 2A at the bottom of the boiler hopper 2 or an inspection hole (not shown). The same applies to the construction of the lifting / lowering overall work floor E described below.

このようにして、図2(e)に示すように、ボイラホッパー2内にホッパー内足場Dを構築する。ホッパー内足場Dの構築は、各作業床をホッパー壁面に載置するのみで済むので、上述した従来足場と比べて短期間で済む。   In this way, an inner hopper scaffold D is constructed in the boiler hopper 2 as shown in FIG. The construction of the hopper inner scaffold D is only required to place each work floor on the hopper wall surface, and therefore requires a shorter period of time than the conventional scaffold described above.

次に、ホッパー内足場Dの最上段、すなわち、四段目の作業床9を昇降全面作業床Eの主梁として、図3(a)に示すように、前記主梁間に支持梁10を差し渡す。この作業は、図8に示すように、前記主梁上に作業員が乗ることにより行う。   Next, as shown in FIG. 3A, the uppermost stage of the hopper inner scaffold D, that is, the fourth stage working floor 9 is used as the main beam of the lifting / lowering whole work floor E, and the support beam 10 is inserted between the main beams. hand over. As shown in FIG. 8, this operation is performed by an operator getting on the main beam.

次に、図3(b)および図7に示すように、前記主梁間に足場板11を差し渡して、昇降全面作業床Eを構築する。この作業も図8に示すように、前記主梁上に作業員が乗ることにより行う。   Next, as shown in FIG. 3B and FIG. 7, a scaffolding plate 11 is passed between the main beams to construct an ascending / descending full work floor E. As shown in FIG. 8, this operation is also performed by a worker getting on the main beam.

なお、図7から図8に示すように、足場板11の中央部上面に、端部が足場板11から一部突出する荷重分散板12を、足場板11に対して斜めに固定すれば、足場板11を互いに並べて前記主梁間に差し渡したときに、隣接する足場板11の上面に荷重分散板12の端部が重なるので、足場板11の荷重が分散される。この結果、足場板11の撓みが軽減されて、足場板11の強度が増す。荷重分散板12を足場板11に対して斜めに固定したのは、図6に示すように、隣接する荷重分散板12同士の干渉を防ぐためである。   As shown in FIG. 7 to FIG. 8, if the load distribution plate 12 whose end part partially protrudes from the scaffold plate 11 is obliquely fixed to the scaffold plate 11 on the upper surface of the center portion of the scaffold plate 11, When the scaffolding plates 11 are arranged side by side and passed between the main beams, the end of the load distribution plate 12 overlaps the upper surface of the adjacent scaffolding plate 11, so that the load of the scaffolding plate 11 is dispersed. As a result, the bending of the scaffold plate 11 is reduced and the strength of the scaffold plate 11 is increased. The reason why the load distribution plate 12 is fixed obliquely with respect to the scaffold plate 11 is to prevent interference between adjacent load distribution plates 12 as shown in FIG.

なお、図6に示すように、荷重分散板12の端部を前記主梁間に差し渡された支持梁10の上面に重ねれば、足場板11にかかる荷重の一部が支持梁10にかかるので、これによっても足場板11の撓みが軽減されて、足場板11の強度がさらに増す。   As shown in FIG. 6, if the end portion of the load distribution plate 12 is overlapped with the upper surface of the support beam 10 passed between the main beams, a part of the load applied to the scaffold plate 11 is applied to the support beam 10. Therefore, this also reduces the bending of the scaffold plate 11 and further increases the strength of the scaffold plate 11.

荷重分散板12の足場板11への固定位置は、必ずしも中央部でなくても良く、また、荷重分散板12の足場板11への固定方向は、必ずしも斜めでなくても良い。   The fixing position of the load distribution plate 12 to the scaffold plate 11 does not necessarily have to be the central portion, and the fixing direction of the load distribution plate 12 to the scaffold plate 11 does not necessarily have to be oblique.

このように、昇降全面作業床Eは、最上段の作業床9を主梁とし、この主梁上に作業員が乗って構築することができるので、上述した従来足場のように、ホッパー内足場Dの上に固定全面作業床Bを構築する必要がなくなる。従って、ホッパー内足場Dを短期間で構築することと合わせて、ボイラ内足場を、容易かつ短期間にしかも安価に構築することができる。   In this way, the lifting / lowering entire work floor E has the uppermost work floor 9 as a main beam, and can be built by workers on the main beam. There is no need to construct a fixed full work floor B on D. Therefore, in conjunction with constructing the hopper scaffold D in a short period of time, the boiler scaffold can be constructed easily, in a short period of time and at low cost.

このようにして、昇降全面作業床Eを構築したら、図1に示すように、ボイラ本体1の頂部に複数台のジャッキ本体4を設置し、図3(c)および図4に示すように、ストランド5の下端を昇降全面作業床Eに固定する。   In this way, when the lifting entire work floor E is constructed, as shown in FIG. 1, a plurality of jack bodies 4 are installed on the top of the boiler body 1, and as shown in FIGS. 3 (c) and 4, The lower end of the strand 5 is fixed to the raising / lowering work floor E.

以上のようにして、この発明により、ホッパー内足場Dおよび昇降全面作業床Eからなる、この発明のボイラ内足場が構築される。   As described above, according to the present invention, the boiler internal scaffolding of the present invention including the hopper internal scaffolding D and the lifting / lowering entire work floor E is constructed.

以上説明したように、この発明によれば、ホッパー内足場Dは、作業床をボイラホッパー2の対向する壁面に単に載置するのみで構築することができるので、従来足場構築方法に比べて、ホッパー内足場Dを短期間で構築することができる。しかも、ホッパー内足場Dの最上段の作業床を主梁とすることにより、主梁上で昇降全面作業床Eの構築作業が行えるので、従来足場のように、ホッパー内足場D上に固定全面作業床Bを構築する必要がなくなる。このように1つの全面作業床の構築するのみで済むので、ホッパー内足場Dを短期間で構築することと合わせて、ボイラ内足場を、容易かつ短期間にしかも安価に構築することができる。   As described above, according to the present invention, the hopper inner scaffold D can be constructed simply by placing the work floor on the opposing wall surface of the boiler hopper 2, compared to the conventional scaffold construction method, The hopper inner scaffold D can be constructed in a short period of time. Moreover, since the work floor at the uppermost stage of the hopper inner scaffold D is used as the main beam, it is possible to construct the entire lifting work floor E on the main beam, so that the entire fixed surface on the hopper inner scaffold D as in the conventional scaffold. There is no need to construct the work floor B. Since only one entire work floor needs to be constructed in this way, it is possible to construct the boiler inner scaffold easily, in a short period of time and at a low cost, together with the construction of the hopper inner scaffold D in a short period of time.

A:ホッパー内足場
B:固定全面作業床
C:昇降全面作業床
D:ホッパー内足場
E:この発明の昇降全面作業床
1:ボイラ本体
2:ボイラホッパー
2A:開口
3:ジャッキ
4:ジャッキ本体
5:ストランド
6:一段目の作業床
6A:床板
6B:手摺
7:二段目の作業床
8:三段目の作業床
9:四段目の作業床
10:支持梁
11:足場板
12:荷重分散板
23:ジャッキ
24:ジャッキ本体
25:ストランド
26:一段目の足場ブロック
27:二段目の足場ブロック
28:三段目の足場ブロック
29:渡り歩廊
30:上部フレーム
31:横梁
32:縦梁
33:足場板
34:基礎足場
35:斜めサポート
A: Scaffolding inside hopper B: Fixed working floor C: Lifting working floor D: Scaffolding working floor E: Lifting working floor 1: Boiler body 2: Boiler hopper 2A: Opening 3: Jack 4: Jack body 5 : Strand 6: First stage work floor 6A: Floor board 6B: Handrail 7: Second stage work floor 8: Third stage work floor 9: Fourth stage work floor 10: Support beam 11: Scaffold board 12: Load Dispersion plate 23: Jack 24: Jack body 25: Strand 26: First stage scaffold block 27: Second stage scaffold block 28: Third stage scaffold block 29: Crosswalk 30: Upper frame 31: Cross beam 32: Vertical beam 33: Scaffold plate 34: Foundation scaffold 35: Diagonal support

Claims (9)

ボイラの保守点検等のためにボイラ内に構築するボイラ内足場の構築方法において、
ボイラホッパーの対向するホッパー壁面間の長さを有する作業床を、前記ホッパー壁面間に跨るように、前記ホッパー壁面間に上下多段に複数個、載置して、ホッパー内足場を構築し、次いで、前記ホッパー内足場の上方に、最上段の前記作業床を主梁とし、前記主梁上で足場板を前記主梁間に差し渡すことによって昇降全面作業床を構築し、前記昇降全面作業床をジャッキにより昇降可能にボイラ本体内に吊り下げることを特徴とする、ボラ内足場の構築方法。
In the construction method of the scaffolding in the boiler that is built in the boiler for boiler maintenance and inspection,
A work floor having a length between opposing hopper wall surfaces of the boiler hopper is placed between the hopper wall surfaces in a plurality of stages in the vertical direction so as to straddle between the hopper wall surfaces, thereby constructing a scaffold inside the hopper, The upper working floor is the main beam above the scaffold in the hopper, and a lifting work floor is constructed by passing a scaffolding plate between the main beams on the main beam. A method for constructing a scaffold in a bora, wherein the scaffold is suspended in a boiler body so as to be lifted and lowered by a jack.
前記ジャッキとして、所定長さの板材を互いにピンにより連結した吊り板をジャッキ本体により吊り下げ、吊り上げる吊り板式ジャッキを使用し、前記昇降全面作業床を前記吊り板に固定することを特徴とする、請求項1に記載の、ボイラ内足場の構築方法。   As the jack, a suspension plate in which plate members of a predetermined length are connected to each other by a pin is suspended by a jack body, and a lifting plate type jack that is lifted is used to fix the lifting entire work floor to the suspension plate. The construction method of a scaffold in a boiler according to claim 1. 前記ジャッキとして、前記ジャッキとして、センターホールジャッキを使用し、前記昇降全面作業床を前記センターホールジャッキのストランドに固定することに特徴を有する請求項1に記載の、ボイラ内足場の構築方法。   The boiler internal scaffolding construction method according to claim 1, wherein a center hole jack is used as the jack, and the lifting / lowering entire work floor is fixed to a strand of the center hole jack. ボイラの保守点検等のためにボイラ内に構築するボイラ内足場において、ボイラホッパーの対向するホッパー壁面間の長さを有し、前記ホッパー壁面間に跨るように、前記ホッパー壁面間に上下多段に載置される複数個の作業床からなるホッパー内足場と、前記ホッパー内足場の最上段の前記作業床を主梁とし、前記主梁間に足場板を差し渡したものからなる昇降全面作業床と、前記昇降全面作業床をボイラ本体内に昇降可能に吊り下げるジャッキとからなることを特徴とするボイラ内足場。   In a boiler inner scaffold built in the boiler for boiler maintenance and inspection, etc., it has a length between opposing hopper wall surfaces of the boiler hopper, and is vertically multi-staged between the hopper wall surfaces so as to straddle between the hopper wall surfaces. A hopper inner scaffold composed of a plurality of work floors to be placed, and the upper and lower working floors of the hopper inner scaffold, each of which has a main beam as a main beam, and a scaffold plate sandwiched between the main beams, A boiler internal scaffolding comprising: a jack for suspending the lifting and lowering entire work floor in a boiler body so as to be lifted and lowered. 前記ジャッキは、所定長さの板材を互いにピンにより連結した吊り板をジャッキ本体により吊り下げ、吊り上げる吊り板式ジャッキからなり、前記昇降全面作業床は、前記吊り板に固定されていることを特徴とする、請求項4に記載のボイラ内足場。   The jack is a suspension plate type jack that suspends and lifts a suspension plate in which plate members of a predetermined length are connected to each other by a pin, and the entire lifting work floor is fixed to the suspension plate. The boiler internal scaffold according to claim 4. 前記ジャッキは、センターホールジャッキからなり、前記昇降全面作業床は、前記センターホールジャッキのストランドに固定されていることを特徴とする、請求項4に記載のボイラ内足場。   The boiler internal scaffolding according to claim 4, wherein the jack is a center hole jack, and the lifting and lowering work floor is fixed to a strand of the center hole jack. 前記主梁間に、支持梁が差し渡されていることを特徴とする、請求項4から6の何れか1つに記載のボイラ内足場。   The boiler inner scaffold according to any one of claims 4 to 6, wherein a support beam is provided between the main beams. 前記足場板は、前記足場板を互いに並べて前記主梁間に差し渡したときに、隣接する前記足場板または前記支持梁の上面に端部が重なる荷重分散板が前記足場板に固定されていることを特徴とする、請求項4から7の何れか1つに記載のボイラ内足場。   The scaffold plate is fixed to the scaffold plate with a load distribution plate whose end overlaps with an upper surface of the adjacent scaffold plate or the support beam when the scaffold plates are aligned with each other and passed between the main beams. The boiler internal scaffold according to any one of claims 4 to 7, characterized in that it is a feature. 前記荷重分散板は、前記足場板に斜めに固定されていることを特徴とする、請求項8に記載のボイラ内足場。   The boiler internal scaffold according to claim 8, wherein the load distribution plate is obliquely fixed to the scaffold plate.
JP2010193748A 2010-08-31 2010-08-31 Boiler scaffold and its construction method Active JP5245104B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2010193748A JP5245104B2 (en) 2010-08-31 2010-08-31 Boiler scaffold and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2010193748A JP5245104B2 (en) 2010-08-31 2010-08-31 Boiler scaffold and its construction method

Publications (2)

Publication Number Publication Date
JP2012052305A JP2012052305A (en) 2012-03-15
JP5245104B2 true JP5245104B2 (en) 2013-07-24

Family

ID=45905925

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2010193748A Active JP5245104B2 (en) 2010-08-31 2010-08-31 Boiler scaffold and its construction method

Country Status (1)

Country Link
JP (1) JP5245104B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6514677B2 (en) * 2016-11-29 2019-05-15 ケイエルイーエス インク.Kles Inc. In-furnace scaffolding system for boiler maintenance and its installation method
CN107152160A (en) * 2017-06-22 2017-09-12 中国五冶集团有限公司 A kind of shuttering supporting builder's jack operation platform erection method
JP7273761B2 (en) * 2020-05-11 2023-05-15 株式会社中部プラントサービス Strut support for scaffolding in boiler and installation method thereof

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02229362A (en) * 1989-03-03 1990-09-12 Mitsubishi Heavy Ind Ltd Suspended furnace scaffold
JPH04100755U (en) * 1991-01-22 1992-08-31
JPH09317166A (en) * 1996-05-28 1997-12-09 Taisei Corp Internal scaffolding for hollow structure and its manufacture
JP2002081202A (en) * 2000-06-28 2002-03-22 Taihei Dengyo Kaisha Ltd Lift type falsework and its assembling/disassembling method

Also Published As

Publication number Publication date
JP2012052305A (en) 2012-03-15

Similar Documents

Publication Publication Date Title
JP5059357B2 (en) Construction method of boiler cage section floor
JP5245104B2 (en) Boiler scaffold and its construction method
JP6147621B2 (en) Tower crane support structure and tower crane equipment
JP4122501B2 (en) Caisson&#39;s mobile scaffold construction method
JP7265967B2 (en) Cantilever device for bridge construction and bridge construction and demolition method
JP2013036287A (en) Device and method for lifting floor unit
JP5814217B2 (en) How to build a scaffold in a boiler
JP6879613B1 (en) Curing system at the time of building demolition and demolition method of the building to be demolished
JP6391134B2 (en) Dismantling method and dismantling system
JP6320242B2 (en) How to install temporary pillars
JP5039304B2 (en) Construction method of boiler frame
KR102276294B1 (en) Safety devices for preventing fall of gang form
JP2011241584A (en) Multistage demolition method of building
JP6508959B2 (en) Demolition system and demolition method
JP6976887B2 (en) How to build a building
JP5635163B1 (en) How to build a scaffold in a boiler
JP6514677B2 (en) In-furnace scaffolding system for boiler maintenance and its installation method
JP2017197960A (en) Construction method of suspended steel frame for suspended ceiling
JP6814717B2 (en) How to install horizontal members and how to build a building frame
JP6971178B2 (en) How to replace work scaffolding
JP5210760B2 (en) Parking device construction method
JPH11287040A (en) Hanging stairs
JP6868342B2 (en) Effective use of vertical hole space in the construction process of multi-story buildings
JP6898161B2 (en) Temporary passage system and repair method for high-rise structures
JPH11209026A (en) Installation method for elevator

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20120106

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130219

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130226

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20130227

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20130227

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130315

R150 Certificate of patent or registration of utility model

Ref document number: 5245104

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20160419

Year of fee payment: 3

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250