JP2008115693A - Gondola unit for disassembling work - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a gondola unit for disassembling work enabling efficient and safe disassembling of a working platform by a small number of workers. <P>SOLUTION: A gondola unit 50 for supporting liftable gondolas 61 and 62 in a substantially horizontally movable state are arranged on the uppermost stage of a reference space B being an object of work, and predetermined steel materials except second horizontal steel materials 30 of the uppermost stage used for forming the reference space B are cut and removed. After performing cutting and removing work using the gondolas 61 and 62 for the whole reference space B continuing in the longitudinal direction of a lining plate 70 at the end of the working platform 100, a simple scaffold 80 is extended between the second horizontal steel materials 30 of the uppermost stage. Respective parts of the second horizontal steel materials 30 of the uppermost stage included in an outer surface of the working platform 100 are cut, and respective support piles 10 are put in an independent state. Then, the respective support piles 10 are removed. The working platform 100 can be efficiently and safely disassembled with little labor by repeating the process. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

The present invention relates to a dismantling work gondola unit for disassembling the working gantry to be temporary in the construction site.

  When the work gantry is dismantled at the construction site, as shown in FIG. 12, it is necessary to place the scaffold 2 at a predetermined position of the work gantry 1 in order to secure a scaffold for work at a high place. In the conventional dismantling work, the scaffold 2 is attached while an operator climbs up and down each support pile 3 of the work gantry 1. That is, it climbs up to a predetermined height position using a rod-like or protruding foot suspension attached to the side surface of each support pile 3, and the scaffold 2 is attached at the same height position.

In the above-described dismantling work, an operator needs to attach the scaffold 2 while climbing and lowering each support pile 3 by the number of attachment points of the scaffold 2. For this reason, it takes a lot of time to mount the scaffold 2, and as a result, it takes a long time to disassemble the work gantry 1. Moreover, since the operator himself had to climb up and down the support pile 3, the risk was high. Furthermore, since the work for attaching the scaffold 2 requires time and physical strength, the amount of work per worker must be reduced, and a large number of personnel are required for dismantling work. In addition, since there is a limit to the dismantling work that can be performed on one scaffold 2, it is necessary to move between the scaffolds 2 in order to disassemble the other parts of the work gantry 1. Alternatively, in order to reduce such movement, it was necessary to arrange sufficient personnel on each scaffold 2.
The present invention has been made in view of the above problems, the fewer people, and to provide a disassembly work gondola units capable of dismantling an efficient and safe working gantry.

To achieve the above object, at a respective predetermined intervals in the longitudinal direction and the width direction of the lining plate for laying a plurality of sheets in a plane substantially rectangular plate-shaped lining plate at a predetermined height position than the ground Work assembled by a plurality of support piles to be erected, a plurality of first steel materials connecting each support pile in the same width direction, and a plurality of second steel materials connecting each support pile in the same longitudinal direction A working gantry dismantling method for disassembling a working gantry, wherein a dismantling gondola unit comprising a lifting gondola and a gondola support for supporting the lifting gondola is suspended at a predetermined position on the uppermost stage of the working gantry. A unit space formed by the gondola unit installation process to be installed, the support pile, the first steel material, and the second steel material, and one surface including the first steel material or the second steel material is outside the work gantry. Multiple unit spaces that double as side surfaces are stacked When the elevating gondola is lowered or raised inside or outside the space, and the elevating gondola is moved to the height position of each first steel material or second steel material, it is placed on the outer surface of the work gantry. Except for either the first steel material pair or the second steel material pair in the uppermost stage with the first steel material or the second steel material included as one side, at least a part of each steel material in the same space The first dismantling process for cutting or removing each steel material part used only for formation, and the first steel material pair or the second steel material pair that has not been cut or removed, respectively, A scaffold crossing step of transferring the simple scaffold between the first steel members in the uppermost stage or between the second steel members by locking both tip portions of the simple scaffold at a portion intersecting the tip portion, and the above The first steel material with a simple scaffold over the top, or Of the second steel material, a second dismantling step of cutting a portion of the steel material included in the outer surface of the working gantry and connecting the support piles, the first dismantling step and the second dismantling You may comprise the support pile removal process of removing the support pile which became the state which is not connected with another support pile by a process .

In the above configuration , the working gantry is disassembled. The work gantry lays a plurality of substantially rectangular lining plates in a plane at a predetermined height position above the ground, so that a predetermined interval is provided in the longitudinal direction and the width direction of the lining plate. It is assembled by a plurality of support piles to be erected, a plurality of first steel materials connecting the support piles in the same width direction, and a plurality of second steel materials connecting the support piles in the same longitudinal direction.
In order to dismantle the work gantry, first, in the gondola unit installation process, a dismantling work gondola unit comprising a lift gondola and a gondola support for supporting the lift gondola is suspended. Installed at a predetermined position.

  Next, in the first cutting step, the one surface including the first steel material or the second steel material is a unit space formed by the support pile, the first steel material, and the second steel material. The elevating gondola is lowered or raised inside or outside a space where a plurality of unit spaces serving as outer surfaces are stacked. And when the said raising / lowering type gondola moves to the height position of each 1st steel material or the 2nd steel material, each steel material is cut | disconnected or removed. At this time, except for either one of the first steel material pair or the second steel material pair in the uppermost stage with the first steel material or the second steel material included in the outer surface of the working gantry, At least a portion of each steel material that is used only for forming the space is cut or removed. Moreover, the order which cuts or removes each steel material may be defined, and each steel material may be cut or removed according to the same order.

  In the scaffold transfer process, the installed gondola unit for dismantling work is moved, and the simple scaffold is between the first steel pair or the second steel pair that has not been cut or removed at the uppermost stage. To hand over. Specifically, the both ends of the simple scaffolding are suspended by engaging the first steel material pair or the second steel material pair with the region where the first steel material pair intersects the tip region of the support pile, respectively. In this way, the simple scaffolding is bridged between the uppermost first steel members or between the second steel members, so that the working gantry of the uppermost first steel member pair or the second steel member pair A moving means to the first steel material or the second steel material included in the outer surface is ensured. And a 2nd cutting process WHEREIN: It is the middle part of the 1st steel materials or 2nd steel materials contained in the outer side surface, Comprising: The site | part which connects between the said support piles is cut | disconnected.

  By the first disassembly step and the second disassembly step, all the first steel materials and the second steel materials to be connected on the side surfaces are removed or cut in the middle, and as a result, they are not connected to other support piles. Support piles appear. Then, in the support pile removal process, the support pile which became the state which is not connected with another support pile is removed. That is, the above steps are repeated, and when the removal of all the support piles is completed, the dismantling of the working gantry is completed.

In the work gantry disassembling method, the first disassembling step may change a position where the lifting / lowering gondola is moved in a substantially horizontal direction in a state where the lifting / lowering gondola is suspended by a gondola support to perform the lifting / lowering operation .
In the above configuration , the elevating gondola is moved in a substantially horizontal direction while being suspended by a gondola support. That is, since the position where the lifting and lowering gondola is moved up and down can be changed within a certain range without moving the entire disassembling work gondola unit, the efficiency of the disassembling work is improved.

In the work gantry disassembling method, the first disassembling step is a state in which the plurality of elevating gondola is lowered or raised to cut a predetermined steel material at a plurality of locations, and the predetermined steel material is not connected to another steel material or a support pile. It may be removed .
In the above configuration , the plurality of elevating gondola is lowered or raised. Then, the predetermined steel material is cut at a plurality of locations, and the predetermined steel material is removed in a state where it is not connected to other steel materials or support piles. For example, if two elevating gondola are lowered or raised to a position passing through both ends of a certain steel material, the steel material can be cut from both sides, so that the steel material can be efficiently separated from the work gantry. .

In the work frame dismantling method, the scaffold transfer step uses a simple scaffold in which a web portion locking piece that can be locked to the web portion at the tip of the support pile is formed on at least one tip portion. The piece intersects the first steel material or the second steel material included in the outer surface of the working gantry in the uppermost first steel material pair or the second steel material pair that has not been cut or removed. You may latch on the web part of a support pile .

In the said structure , what formed the web part latching piece which can be latched to the web part of a support pile front-end | tip at least at one front-end | tip part as a simple scaffold is used. Then, the first steel member included in the outer surface of the working gantry in the uppermost pair of first steel members or the second pair of steel members that has not been cut or removed, Lock to the web portion of the support pile that intersects the second steel. As a result, the same simplified scaffold is stretched between the first steel materials or the second steel materials in the uppermost stage. Here, as the support pile and each steel material, so-called H-shaped steel having a cross section of I or H is often used. Therefore, if the web portion locking piece is configured to be locked to the web portion connecting the flanges of the H-shaped steel, one end of the simple scaffold can be easily formed at the uppermost first steel material pair or the second steel material. It can latch on the support pile which cross | intersects the 1st steel material or the 2nd steel material contained in the outer surface of the working gantry in this pair.

However, the configuration of the simple scaffold is not limited to the above . In the work gantry disassembly method, the scaffold transfer step includes at least a web portion locking that can be locked to the web portion at the tip of the support pile at a position closer to the center side of the simple scaffold from one tip portion. It is also possible to use a simple scaffold in which a gondola hanging tool for suspending the elevating gondola is formed at a plurality of locations that are formed on both edges on the long side and including the vicinity of the one end .

In the above configuration , as a simple scaffold, a web part locking piece that can be locked to the web part at the tip of the support pile is formed at a position close to the center side of the simple scaffold from at least one tip part. Use. Furthermore, a gondola suspension for suspending the elevating gondola is formed at a plurality of locations on both edges on the longitudinal side of the simple scaffold and including the vicinity of the one end. With this configuration, the first steel material or the second steel material included in the outer surface of the work gantry in the first steel material pair or the second steel material pair in which the one end portion of the simple scaffold is the uppermost pair. The simple scaffold can be bridged between the first steel materials or between the second steel materials in a state of protruding further outward. If the elevating type gondola is suspended from the gondola suspension provided near the one end portion, the elevating type gondola can be raised and lowered outside the outer surface of the work gantry with a simple configuration.

Since no limited number of web portions engaging piece which is formed in a simple scaffold may further be formed of the same web portion engaging piece on SL one of the tip section. Under such a configuration, if the web part locking piece at the tip part is locked to the web part at the tip of the support pile, and the lifting type gondola is suspended from the gondola hanger inside the tip part, the work can be done with a simple configuration. The elevating gondola can be raised and lowered inside the outer surface of the gantry.

So far, the method has been described as a technical idea for dismantling the working gantry. However, it is obvious that the invention useful as a tool for realizing the method can be realized. Therefore, a simple scaffolding passed rack between steel facing each other with a predetermined distance with connecting bearing pile erected at a Jo Tokoro interval, at least, on the center side of the simple scaffold from one tip portion A tip portion locking piece that can be locked to the tip portion of the support pile is formed at a position close to a predetermined distance, and is lifted up and down at a plurality of locations on both sides of the longitudinal side and including the vicinity of the one tip. It is good also as a structure which formed the gondola suspension tool for suspending a gondola . That is, if such a simple scaffold is used, the lift type gondola can be lifted and lowered on both sides of the side surfaces formed by the support piles to which the steel material over which the simple scaffold is bridged is connected with a simple configuration.

The invention according to claim 1 is a gondola unit for dismantling work placed on a scaffold to be dismantled, and is a lift gondola, a lower frame assembled into a rectangle, and a frame assembled into a substantially rectangle the height of the upper frame and at least the lifting-type gondola upper and lower distance between the upper frame and the lower frame a by supporting the lifting type gondola on which enables lifting operation and a substantially horizontal movement of the lift type gondola in And a gondola support composed of an end frame that connects the upper frame and the lower frame at both ends while maintaining a distance exceeding the distance.
If this dismantling work gondola unit is installed at the top of the work gantry to be dismantled, the lifting gondola can be moved up and down within a certain range without moving the entire dismantling work gondola unit. Change the efficiency of dismantling work.
According to a second aspect of the present invention, the elevating gondola is sized to be accommodated in the gondola support body, and a space within a length range in a short direction of the gondola support body extends along the longitudinal direction of the gondola support body. It is configured to be able to move substantially horizontally, and to pass downward through the inside of the lower frame and to descend out of the gondola support.
According to a third aspect of the present invention, the pair of steel materials constituting the upper frame, the pair of long steel materials facing the longitudinal direction of the upper frame, are formed with recesses along the longitudinal direction of the upper frame on surfaces facing each other. By accommodating both ends of a predetermined bar in both recesses, the bar is held in a state of being able to move substantially horizontally in the longitudinal direction of the upper frame, and the elevating gondola is suspended from the bar. It has a configuration.
According to a fourth aspect of the present invention, the gondola support is configured such that the upper surface and / or both side surfaces in the longitudinal direction of the six surfaces formed by the upper frame, the lower frame, and the end frame are covered with a metal mesh.

As described above, with less effort gantry for work, it is possible to provide a working gantry disassembling method capable of quickly and safely dismantled.
In addition, further enhanced the efficiency of the disassembly work.
Furthermore, the efficiency of the dismantling work is enhanced more, it becomes easy to separate the steel from the working gantry body.
Furthermore, it is possible to pass call between the first steel or between the second steel easily uppermost the easy easy scaffold.
Furthermore, it is possible to pass call between the first steel or between the second steel easily uppermost the easy easy scaffolds, with a simple configuration, the lift type gondola outside or inside the outer surface of the working gantry The raising / lowering operation can be performed.
Furthermore, between the steel material of the supporting Jikui respectively connected, it is possible to pass easily rack, on either side of the side supporting piles, each steel material respectively connected to form a simple scaffolding to perform the lifting operation the lifting type gondola Can be provided.
Furthermore, according to the invention of claim 1 , it is possible to provide a dismantling work gondola unit that efficiently dismantles the work gantry by ensuring freedom of movement of the elevating gondola.

  FIG. 1 is a perspective view showing a working gantry to be dismantled by the dismantling method of the present application. The work gantry 100 shown in the figure is constructed as a working scaffold when constructing such a construction at a construction site such as a road or a bridge. The work gantry 100 generally includes a plurality of erected plates that are erected at predetermined intervals in the longitudinal direction and the width direction of a substantially rectangular plate-like lining plate 70 that is laid as a scaffolding area for high-altitude work. The support pile 10 and each steel material which connects each support pile 10 are comprised. That is, when the work gantry 100 is viewed from above, the support piles 10 are erected on lattice points that are continuous with each other in the vertical and horizontal directions. And the some 1st horizontal steel materials 20 connect the row | line | column of the support pile 10 located in a line with the same width direction with the predetermined space | interval in the height direction of the support pile 10 in a substantially horizontal direction. Moreover, each row | line | column of the support pile 10 located in a line with the same longitudinal direction is connected substantially horizontally by the some 2nd horizontal steel material 30. FIG. Furthermore, two first diagonal steel members 41 for reinforcement are attached to each lattice frame constituted by each support pile 10 and the first horizontal steel member 20 in a cross shape. Similarly, a second diagonal steel material 42 is attached to each lattice frame constituted by each support pile 10 and the second horizontal steel material 30 in a cross shape. However, for easy understanding of the drawing, each steel material inside the working gantry 100 is appropriately omitted.

Similarly, although not shown in the figure, the uppermost stage of the work gantry 100 has a plurality of main girders passed in the longitudinal direction of the work gantry 100 itself and the work scaffolding area covering each main girder. A lining plate 70 that secures the above is laid. Here, the orientation in which the substantially rectangular plate-like lining plate 70 is laid on the main girder is determined by factors such as the length and width of the lining plate 70 and the distance between the main girders. In the embodiment, each lining plate 70 is laid so that the longitudinal direction is passed between the main girders. Therefore, the direction in which the first horizontal steel material 20 connects the support piles 10 in the substantially horizontal direction is the width direction of the lining plate 70 in the figure, and the second horizontal steel material 30 is in the substantially horizontal direction. The direction in which the support pile 10 is connected is the longitudinal direction of the lining plate 70 in the drawing.
Hereinafter, a procedure for disassembling the working gantry 100 will be described.

FIG. 2 shows the gondola unit 50 in a perspective view.
The gondola unit 50 includes gondolas 61 and 62 and a gondola support frame 51 formed by assembling steel materials in a substantially rectangular parallelepiped shape. The gondola support frame 51 maintains a predetermined distance between the lower frame 52 that borders the bottom surface of the gondola support frame 51, the upper frame 53 that borders the upper surface, and the upper and lower frames 52 and 53. However, it is comprised by the end frames 54a and 54b which connect both frames at the both ends.
The upper frame 53 supports the two gondolas 61 and 62 by two steel materials (hereinafter referred to as long steel materials 53a and 53b) constituting the longitudinal direction thereof. The gondolas 61 and 62 are suspended by the suspension members 61a and 62a via the wires 61b and 62b, respectively. The long steel members 53a and 53b support the suspension members 61a and 62a from both sides, so that the upper frame 53 suspends and supports the gondolas 61 and 62. The gondolas 61 and 62 are of a size that can be accommodated in the frame of the gondola support frame 51 and that can accommodate at least one person. Further, it is assumed that the gondolas 61 and 62 are each provided with a winch drive unit (not shown) so that the gondola 61 and 62 can freely rise and fall within a predetermined height difference.

  Here, the manner in which the gondola support frame 51 supports the gondolas 61 and 62 is not limited. For example, as shown in the enlarged view in the figure, as long steel materials 53a and 53b, flanges that protrude toward the inside of the upper frame 53 at the upper and lower edges and are continuously formed in the longitudinal direction of the steel materials. Use what has. The opposing surfaces of the long steel members 53a and 53b and the recesses surrounded by the flanges are referred to as support and guidance spaces 53a1 and 53b1, respectively. In the supporting and guiding spaces 53a1 and 53b1, the suspension members 61a and 62a are held so that both sides of the suspension members 61a and 62a for suspending the gondolas 61 and 62 are not detached from each other, and the suspension members 61a and 62a are long steel members 53a and 53b. It is possible to move substantially horizontally in the longitudinal direction. If it is set as the said structure, in the state hung by the gondola support frame 51, each gondola 61 and 62 can move substantially horizontally freely within the range of the length of the long steel materials 53a and 53b.

  In addition, among the six surfaces formed by the upper frame 53, the lower frame 52, and the end frames 54a and 54b, the upper surface or both side surfaces on the long side may be covered with a wire mesh. With such a configuration, since the overhead of the worker riding on the gondola 61, 62 is covered with the wire mesh, it is possible to protect the worker from unexpected fallen objects such as the fall of steel suspended from the crane. it can.

FIG. 3 shows a state where the gondola unit 50 is installed on the uppermost stage of the work gantry 100 from above. However, in the same figure, illustration of the site | part of the 1st horizontal steel material 20 or the 1st diagonal steel material 41 originally visible from upper direction is abbreviate | omitted.
Here, a substantially rectangular lattice frame formed by the first horizontal steel member 20 or the first oblique steel member 41 and the second horizontal steel member 30 when the work gantry 100 is viewed from above is referred to as a reference lattice frame A. The dismantling work using the gondola 61, 62 is formed by the support pile 10, the first horizontal steel material 20, the second horizontal steel material 30, the first oblique steel material 41, and the second oblique steel material 42, which are continuous under the reference grid frame A. For each space (hereinafter referred to as reference space B). As shown in the figure, the gondola unit 50 fits within the width of the reference grid frame A1 (the length of the portion of the second horizontal steel material 30 forming the reference grid frame A1) at the uppermost stage of the work gantry 100. Installed from above. In addition, heavy machinery such as a crane for installing the gondola unit 50 on the work gantry 100 is not shown. In addition, the reference grid frame A1 in which the gondola unit 50 is installed and the reference grid frame A1 and a cover other than the reference grid frames A2 and A3 connected in the longitudinal direction of the lining plate 70 are covered to secure a work space. A work plate 70 is covered.

  In the present embodiment, the length of the gondola unit 50 in the longitudinal direction is set to be longer than the length of the reference lattice frame A in the longitudinal direction (that is, the standing interval of the support pile 10 in the width direction of the lining plate 70). To do. With this setting, the gondola unit 50 can be installed on the second horizontal steel member 30 that is opposite to each other and forms two sides of one reference lattice frame A at the uppermost stage of the work gantry 100. it can. Further, since the lower frame 52 and the upper frame 53 of the gondola unit 50 extend in the longitudinal direction to the outside of the reference lattice frame A on which the gondola unit 50 is installed, the reference lattice frame A to be installed is the same. The gondola 61 and 62 can be raised and lowered also on the outside. Note that the reference grid frame A in which the gondola unit 50 is installed is any one of the reference grid frames A having the second horizontal steel members 30 included in the outer surface of the work gantry 100 at that time. That is, the dismantling work is performed from the end of the work gantry 100 that is provided.

FIG. 4 is an explanatory diagram when the first horizontal steel material 20 and the first oblique steel material 41 are removed.
This figure shows the side surface of the work gantry 100 facing the width direction of the lining plate 70 to be laid. For the sake of simplicity, the reference space connected below the reference lattice frame A1 on which the gondola unit 50 is installed. Only B1 is shown.
In the present embodiment, the two gondolas 61 and 62 are moved up and down at positions that pass through the first horizontal steel material 20 and the vicinity of both ends of the first oblique steel material 41 in the reference space B1. That is, each 1st horizontal steel material 20 or the 1st diagonal steel material 41 is cut | disconnected from both sides, and is removed.

  (1) of the figure shows a case where the gondola 61, 62 is lowered from the height of the gondola support frame 51 and the lowering operation is stopped at each height position when the first diagonal steel material 41a is cut and removed. Show. If each height position of the gondola 61, 62 is such a position, first, an operator riding on either one of the gondola 61, 62 cuts the vicinity of the end portion of the first oblique steel material 41a. Next, the first inclined steel member 41a is securely held by a crane hook or the like (not shown). In this situation, if an operator who rides on a gondola different from the gondola on which the above-mentioned worker rides cuts the vicinity of the end of the first diagonal steel material 41a, the first diagonal steel material 41a does not fall to the ground, Completely separated from the working gantry 100 and removed. Thereafter, the first diagonal steel member 41a is moved to a predetermined material storage by the crane or the like.

  As described above, in the process of lowering the gondolas 61 and 62, the first inclined steel member 41a and the other first inclined steel member 41 attached substantially parallel to the first inclined steel member 41a are in the vicinity of both ends of each steel member. The gondola 61, 62 is stopped at a height suitable for cutting, and the above cutting and removing operations are repeated. On the other hand, for each first oblique steel material 41 attached at an angle intersecting with the first oblique steel material 41a, in the ascending process after the gondola 61, 62 once descends to the lowest stage of the working gantry 100, The gondola 61, 62 is stopped at a height suitable for cutting near both ends of each steel material, and the above cutting and removing operations are repeated. However, the order of cutting and removing each first oblique steel material 41 is merely an example. For each of the first horizontal steel members 20, the gondola 61, 62 is stopped at a height suitable for cutting near both ends of each steel member in the descending process or the ascending process, and the above cutting and removing operations are repeated. As a result, as shown in (2) of the figure, all the first horizontal steel members 20 and the first horizontal steel members 20 used for forming the reference space B1 before the gondolas 61 and 62 are accommodated in the gondola support frame 51 again. The monoclinic steel material 41 can be cut and removed.

  In addition, the 1st horizontal steel material 20 and the 1st diagonal steel material 41 used for formation of the said reference | standard space B1 exist in the near side and the back | inner side of the figure paper surface, respectively. Here, in the ascending / descending process of the gondola 61, 62 when the gondola unit 50 is installed at the uppermost stage of the reference space B1, the first horizontal steel material 20 and the first oblique steel material 41 respectively present on the near side and the far side are respectively present. It is not necessary to cut and remove everything. That is, the first horizontal steel material 20 and the first oblique steel material 41 used for forming the reference space B1 may be used for forming another adjacent reference space B2, and the same applies to the adjacent space. This is because it can be cut and removed when performing work. Accordingly, in the process of raising and lowering the gondola 61 and 62 when the gondola unit 50 is installed at the uppermost stage of a certain reference space B, at least the first horizontal steel material 20 and the first horizontal steel material 20 used only for forming the reference space B are used. It is assumed that all the oblique steel material 41 is cut and removed.

FIG. 5 shows a state in which the gondola unit 50 is installed on the uppermost stage of the work gantry 100 from above.
After cutting and removing the first horizontal steel material 20 and the first diagonal steel material 41, the gondola 61, 62 removes the second horizontal steel material 30 or the second diagonal steel material 42 included on the outer surface of the work gantry 100 from the left and right. The gondolas 61 and 62 are moved approximately horizontally to positions where they can be lifted and lowered in a sandwiched state. That is, as long as each steel material used for forming one reference space B is cut or removed, it is not necessary to move the entire gondola unit 50, and only the positions of the gondola 61 and 62 that perform the lifting and lowering operation are changed.
The reason that the gondola 61, 62 moves up and down with the second horizontal steel material 30 etc. sandwiched from the left and right is to cut the second horizontal steel material 30 and the second diagonal steel material 42 attached to the side surface of the support pile 10. This is because it is easier to work from the outside of the work gantry 100 or from the reference space B1.

FIG. 6 is an explanatory diagram when the second horizontal steel material 30 and the second oblique steel material 42 are cut.
The figure shows the outer surface of the working gantry 100 facing the longitudinal direction of the lining plate 70 from the front, and shows a state in which the reference space B is three-connected in the width direction of the working gantry 100 itself. The installation position of the gondola unit 50 is the uppermost stage of the reference space B1 as in FIGS. In the figure, only the gondola 61 that moves up and down the outside surface of the work gantry 100 is shown, and the gondola 62 is omitted, but the gondola 62 basically moves in the same manner as the gondola 61. .
As shown in FIG. 1A, the gondola 61 (62) is lowered or raised to cut the second horizontal steel material 30 other than the uppermost second horizontal steel material 30 and the second oblique steel material. That is, when the gondola 61 (62) is moved up and down and moved to each height position of each second horizontal steel material 30 or second oblique steel material 42 to be cut, the lifting operation is stopped and each steel material is cut.

  In this case, the second horizontal steel material 30 and the second slant steel material 42 that can be cut in the process in which the gondola 61 (62) descends to the lowest level of the working gantry 100 may be cut, or about half of them and the rest May be cut in the ascending process. Then, as shown in FIG. 2B, the second horizontal steel material 30 and the second horizontal steel material 30 used for forming the outer surface of the reference space B1 until the gondola 61 (62) is accommodated in the gondola support frame 51 again. Each steel material other than the uppermost second horizontal steel material 30 is cut with the diagonal steel material 42.

  In the present embodiment, each member constituting the second horizontal steel material 30 and the second oblique steel material 42 are attached to the side surface of the support pile 10 facing the outside of the work gantry 100, Some are attached to the side surface of the support pile 10 that faces the inside of the reference space B1. Therefore, what is attached to the side facing the outside of the working gantry 100 is cut off by the worker who rides the gondola 61 that moves up and down outside the working gantry 100, and the side facing the inside of the reference space B1. What is attached is cut by an operator who rides the gondola 62 that moves up and down in the reference space B1.

  Here, the first horizontal steel material 20 and the first diagonal steel material 41 are cut and removed, and the second horizontal steel material 30 and the second diagonal steel material 42 are only cut for the following reason. That is, the first horizontal steel material 20 and the first diagonal steel material 41 are usually longer than the second horizontal steel material 30 and the second diagonal steel material 42. When a steel material having a length close to half of the original length is still connected to each support pile 10 in a state in which such a long steel material is only cut in the middle, when each support pile 10 is finally tilted and removed. The long steel material interferes with the work. Therefore, about the 1st horizontal steel material 20 and the 1st diagonal steel material 41, it cut and removed, and it was supposed that the most part was isolate | separated from the support pile 10. FIG.

On the other hand, even if the second horizontal steel material 30 and the second diagonal steel material 42 do not have such a length and are connected to the support piles 10 just by being cut at a midpoint, It does not interfere with the work when the pile 10 is tilted and removed. Therefore, in consideration of work efficiency, the second horizontal steel member 30 and the second oblique steel member 42 are only cut at their midpoints.
However, it is not always necessary to limit the cutting and removal of each steel material as described above. For example, when a certain steel material is fixed to each support pile 10 with a bolt or the like, the fixing with the bolt is released. The whole steel material may be separated from each support pile 10 and removed. Further, if the length of each steel material is short enough to fall within a predetermined range, the intermediate portion of all of the first horizontal steel material 20, the second horizontal steel material 30, the first oblique steel material 41, and the second oblique steel material 42 are defined. It is good also only to cut | disconnect.

  As described above, after the cutting and removal of each steel material or the cutting operation is completed in a state where the gondola unit 50 is installed at the uppermost stage of the reference space B1, the gondola unit 50 is then moved with a crane or the like. And the gondola unit 50 is installed in order on the uppermost stage of the other reference spaces B2 and B3 that are continuous in the longitudinal direction of the reference space B1 and the lining plate 70, and each steel material is similarly cut and removed in and out of each reference space, or Perform cutting work. As a result, each of the support piles 10 used for forming the reference spaces B1 to B3, each of which is connected to each tip portion by the uppermost second horizontal steel member 30 included in the outer surface of the work gantry 100. The pile 10 is in a state of being completely separated from the other support piles 10. Therefore, the operations described so far correspond to the gondola unit installation step and the first disassembly step of claim 1.

  As described above, by using the gondola unit 50 as a moving means at the time of cutting and removing each steel material, the operator can change the steel material that has been cut or the like from the steel material to be subjected to other cutting or the like for a short time. Can be moved easily and safely. As a result, the overall efficiency of the dismantling work of the working gantry 100 can be dramatically increased as compared to the conventional case. Moreover, since it is not necessary for the worker to climb up and down the support pile 10 himself, most of the work amount can be applied to the dismantling work such as cutting of the steel material. Therefore, the amount of dismantling work per person is improved, and the work gantry 100 can be disassembled with a small number of personnel.

  The use of the gondola unit 50 also produces the following effects. As described above, the gondola support frame 51 that is always assembled in the shape of a substantially rectangular parallelepiped frame is installed on the head of the worker who rides the gondola 61 and 62. Therefore, even when a steel material suspended on a wire such as a crane causes a load swing and the wire suspended from the steel material swings toward the operator, the middle part of the wire is the upper frame of the gondola support frame 51. 53 and the lower frame 52. As a result, even if the wire with the steel material is swung, the swing width at the tip of the wire is reduced, and the risk that the steel material suspended on the wire comes into contact with the gondolas 61 and 62 on which the operator rides is suppressed as much as possible.

Next, the procedure corresponding to the scaffold transfer step and subsequent steps of claim 1 will be described.
FIG. 7 is a perspective view of a simple scaffold.
As shown in the figure, the simple scaffold 80 is substantially rectangular by two long steel members 81a and 81b and two short steel members 82a and 82b that keep the long steel members 81a and 81b substantially parallel and connect them. It has a shape that is assembled. Further, the short steel material 82 a connects the ends of the long steel material 81 a and the long steel material 81 b at one end of the simple scaffold 80, and the short steel material 82 b is connected to the long steel material 82 at the other end of the simple scaffold 80. 81a and the long steel material 81b are connected not in the end portions but in the midway portions. That is, the long steel members 81a and 81b extend further than the portion connected to the short steel member 82b.

  A range surrounded by the long steel members 81a and 81b and the short steel members 82a and 82b is covered with a mesh member 83 having a predetermined strength so that an operator can work on the range. Further, a web portion locking piece 84 projects downward from the approximate center of the short steel material 82a. The web portion locking piece 84 includes two pieces of locking pieces 84a and 84b that are provided with a predetermined gap between opposing side surfaces. The simple scaffold 80 having such a configuration is used as a moving means between the second horizontal steel members 30 at the uppermost stage of the work gantry 100 as will be described later.

FIG. 8 shows a state where the simple scaffold 80 is installed on the uppermost stage of the work gantry 100 from above.
The simple scaffold 80 is the second horizontal steel member 30 used for forming the reference spaces B1 to B3 after the gondola unit 50 is moved, and is obtained by cutting each steel member using the gondolas 61 and 62. Is bridged between the uppermost second horizontal steel members 30 that are not cut. That is, the uppermost second horizontal steel material 30 included in the outer surface of the work gantry 100 and the support pile 10 to which the second horizontal steel material 30 connects the respective tip portions are different from other parts of the work gantry 100. Since it is in a state where it is not connected at all, the same scaffold 80 is transferred and a moving means to the uppermost second horizontal steel member 30 included in the outer surface of the work gantry 100 is secured.

  A specific mode when the simple scaffold 80 is bridged between the uppermost second horizontal steel members 30 will be described. As described above, the web portion locking piece 84 projects from one end of the simple scaffold 80. Therefore, one end on the side where the web portion locking piece 84 is provided is made to reach the uppermost second horizontal steel member 30 included in the outer side surface. And the one end of the simple scaffold 80 is made into the uppermost stage contained in the outer side surface by making the web part latching piece 84 latch to the front-end | tip of any support pile 10 to which the said 2nd horizontal steel material 30 connects. Hanging on the second horizontal steel 30 side. In the present embodiment, H-shaped steel is used as the support pile 10. Therefore, the simple scaffold 80 can be easily and surely secured by locking the web portion locking piece 84 with the locking piece 84a and the locking piece 84b sandwiching the web portion connecting the flanges of the H-shaped steel. Can be suspended on the second horizontal steel 30 side of the uppermost stage included in the outer surface.

  In actual work, the operator supports the portions of the long steel members 81a and 81b that extend further than the portion connected to the short steel member 82b on the side where the web portion locking piece 84 of the simple scaffold 80 is not projected. In this state, the simple scaffold 80 is lifted by a crane or the like, and the simple scaffolding provided with the web portion locking piece 84 is operated by operating the crane or the like with the surface on which the web portion locking piece 84 is projected facing downward. One end of 80 is guided to the tip of the support pile 10 to be locked. In addition, about the side where the long steel materials 81a and 81b of the simple scaffold 80 are extended, after the locking operation of the web portion locking pieces 84, the first facing the second horizontal steel material 30 on the uppermost stage included in the outer side surface. What is necessary is just to temporarily fix with respect to the two horizontal steel materials 30 by arbitrary well-known methods.

  Here, the main part which connects the 2nd horizontal steel material 30 which is the 2nd horizontal steel material 30 which temporarily fixes the side where long steel materials 81a and 81b extend, and other 2nd horizontal steel materials 30, and the order of disassembly is the latter. In some cases, girders, etc. are still installed without being removed. Even in such a case, on the side where the long steel members 81a and 81b extend, a gap is generated between the long steel members 81a and 81b. Therefore, the end portions of the main girder are guided into the gap, and the long steel members 81a and 81b are provided. If the main girder is sandwiched between them, the simple scaffold 80 can be bridged between the second horizontal steel members 30 at the uppermost stage.

  The simple scaffold 80 does not only serve as a scaffold for communicating between the uppermost second horizontal steel members 30. As described above, in the stage of transferring the simple scaffold 80, the uppermost second horizontal steel material 30 included in the outer side surface and each support pile 10 to which the second horizontal steel material 30 connects the respective tip end portions are used for work. The other part of the gantry 100 is cut off. Therefore, the both ends of the simple scaffold 80 are locked to the second horizontal steel members 30 on the uppermost stage, so that the uppermost second horizontal steel member 30 and the second horizontal steel members included in the outer side surface that remain slightly unstable. Each support pile 10 which 30 connects each front-end | tip part is stabilized. As a result, the work on the uppermost second horizontal steel member 30 included in the outer side surface is also safe.

FIG. 9 is an explanatory diagram when cutting the uppermost second horizontal steel member 30 included in the outer surface of the work gantry 100.
As in FIG. 6, the figure shows the outer side of the work gantry 100 facing the longitudinal direction of the lining plate 70 from the front, and a simple scaffold 80 is installed on the uppermost stage of the work gantry 100. Stopped. The worker moves on the simple scaffold 80 and reaches the uppermost second horizontal steel member 30 included in the outer surface. And the site | part which is the site | part of the 2nd horizontal steel material 30 of the both sides of the support pile 10 which latched the said web part latching piece 84, or one side, and connects each support pile 10 is cut | disconnected. If this part is cut | disconnected, next, the position which crosses the simple scaffold 80 will be changed on the other support pile 10, and it is the part of the 2nd horizontal steel material 30 of the uppermost stage similarly, and each support pile 10 is connected. Cut the site. In this way, finally, all of the parts of the uppermost second horizontal steel material 30 that connect the support piles 10 are cut.

  Also, as shown in FIG. 2B, one end of the wire 90 is attached to the tip portion of each support pile 10 when each portion of the uppermost second horizontal steel material 30 is cut. The other end of the wire 90 that is not attached to the tip portion of the support pile 10 is held by a crane hook or the like when the support pile 10 is removed. That is, each part of the second horizontal steel material 30 on both sides or one side thereof is cut, and the support piles 10 which are in a state of standing on the ground independently without being connected to the other support piles 10 are removed one by one. To do.

FIG. 10 is an explanatory diagram when each support pile 10 is removed.
As shown in the figure, in the state where the other end of the wire 90 attached to the tip portion of one support pile 10 is suspended and supported by a hook or the like of a crane (not shown), the vicinity of the root of the support pile 10 is cut on the ground. To do. And the support pile 10 from which the root vicinity was cut | disconnected is tilted in the state suspended with the crane etc. via the said wire 90, and it moves to a predetermined | prescribed material storage. Thus, the support pile used for forming the reference spaces B1 to B3 aligned in the longitudinal direction of the lining board 70 by repeating the cutting of each part of the second horizontal steel material 30 at the uppermost stage and the removal work of the support pile 10. 10 and the removal of each support pile 10 included in the outer surface is completed. Then, if each process described above is repeated for all the reference spaces B in order from the end of the working gantry 100, the entire working gantry 100 can be disassembled.

FIG. 11 is a perspective view showing another example of a simple scaffold.
In the simple scaffolding 110, the mesh member 113 covers a point where the long steel members 111a and 111b and the short steel members 112a and 112b are assembled in a substantially rectangular shape and a range surrounded by the long steel members 111a and 111b and the short steel members 112a and 112b. The point is the same as that of the simple scaffold 80 described above. However, the simple scaffold 110 is substantially the short steel material 112a that connects the long steel material 111a and the long steel material 111b at the approximate center of the short steel material 112a and a position closer to the center of the simple scaffold 110 at a predetermined distance than the short steel material 112a. From the center, web portion locking pieces 114 and 115 project downward from the center, respectively. Further, in each part where the short steel material 112a is connected to the long steel material 111a, 111b, and in each part where the short steel material 112c is connected to the long steel material 111a, 111b, gondola hanger 116 for hanging the elevating gondola, 117 is attached respectively.

  With the above-described configuration, the simple scaffold 110 not only serves as a scaffold when suspended between the uppermost second horizontal steel members 30, but also serves to suspend the elevating gondola. That is, the web portion locking piece 114 or the web portion locking piece 115 is locked to the tip of any of the support piles 10 to which the uppermost second horizontal steel material 30 included in the outer surface of the work gantry 100 is connected. To do. When the web portion locking portion 114 is locked to the support pile 10, the lifting type gondola is previously attached to the two gondola suspension tools 117 attached to the portions where the short steel material 112 c is connected to the long steel materials 111 a and 111 b. Hang it. When the gondola 61 is used (the same applies when the gondola 62 is used), the ends of the two wires 61b (62b) are suspended from the respective gondola suspensions 117 to suspend the gondola 61 (62). Suspend from the lower tool 117. As a result, when the simple scaffolding 110 is bridged between the uppermost second horizontal steel members 30, the elevating gondola can be raised and lowered inside the support pile 10 that forms the outer surface of the working gantry 100.

  On the other hand, when the web portion locking portion 115 is locked to the support pile 10, the lifting gondola is previously suspended from the two gondola suspension tools 116. Again, when the gondola 61 (62) is used, the ends of the two wires 61b (62b) are suspended from the gondola suspensions 116, respectively. Then, when the simple scaffolding 110 is bridged between the second horizontal steel members 30 at the uppermost stage, the gondola suspension 116 is positioned further outside than the outer surface of the work gantry 100, and the lifting type gondola is installed. The support pile 10 that forms the outer side surface can be moved up and down on the outer side. That is, if the simple scaffold 110 is used as a scaffold spanned between the second horizontal steel members 30 at the uppermost stage, the elevating gondola can be raised and lowered inside or outside the support pile 10 that forms the outer surface of the work gantry 100. . As a result, various operations such as removal of the steel material attached to the side surface of the support pile 10 can be appropriately performed.

  In this way, the gondola unit 50 that supports the gondolas 61 and 62 capable of moving up and down in a state of being substantially horizontally movable is installed at the uppermost stage of the reference space B to be worked, and used for forming the reference space B. The predetermined steel material other than the uppermost second horizontal steel material 30 is cut and removed. After the cutting and removing operations using the gondola 61 and 62 are performed on all the reference spaces B continuous in the longitudinal direction of the lining plate 70 at the end of the working gantry 100, the second horizontal steel members 30 between the uppermost stages A simple scaffolding 80 is bridged over. Then, after cutting each part of the second horizontal steel material 30 on the uppermost stage included in the outer surface of the working gantry 100 to make each support pile 10 independent, each support pile 10 is removed. By repeating the above steps, the work structure 100 can be disassembled efficiently and safely with little effort.

It is a schematic perspective view of a working gantry. It is the perspective view which showed the gondola unit. It is the figure which showed the work gantry from the upper part. It is explanatory drawing at the time of removing a 1st horizontal steel material and a 1st diagonal steel material. It is the figure which showed the work gantry from the upper part. It is explanatory drawing at the time of cut | disconnecting a 2nd horizontal steel material and a 2nd diagonal steel material. It is the perspective view which showed the simple scaffold. It is the figure which showed the work gantry from the upper part. It is explanatory drawing at the time of cut | disconnecting the uppermost 2nd horizontal steel material contained in the outer surface of a working gantry. It is explanatory drawing at the time of removing a support pile. It is the perspective view which showed the other example of the simple scaffold. It is explanatory drawing about the conventional dismantling work.

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 ... Support pile, 20 ... 1st horizontal steel material, 30 ... 2nd horizontal steel material, 41, 41a ... 1st diagonal steel material, 42 ... 2nd diagonal steel material, 50 ... Gondola unit, 51 ... Gondola support frame body 52 ... Lower frame 53, upper frame, 54a, 54b ... end frame, 61, 62 ... gondola, 70 ... lining plate, 80, 110 ... simple scaffold, 81a, 81b, 111a, 111b ... long steel, 82a, 82b, 112a, 112b , 112c ... short steel material, 84, 114, 115 ... web portion locking piece, 100 ... work gantry, 116, 117 ... gondola suspension, A, A1, A2, A3 ... reference lattice frame, B, B1, B2 , B3 ... Reference space

Claims (4)

A gondola unit for dismantling work placed on a scaffold to be dismantled,
Elevating gondola,
A lower frame substantially are assembled in a rectangular, an upper frame supporting the elevator type gondola a frame that is assembled in a substantially rectangular on which enables lifting operation and a substantially horizontal movement of the lifting type gondolas, the upper frame a gondola support made an end frame for connecting the upper frame and the lower frame at each end portion while keeping a distance at least beyond the height of the lift type gondola upper and lower distance between the lower frame and,
A gondola unit for dismantling work characterized by comprising: The elevating type gondola is sized to fit within the gondola support body, and can move substantially horizontally along the longitudinal direction of the gondola support body in a short range of the length of the gondola support body, The disassembly work gondola unit according to claim 1, wherein the disassembly work gondola unit can pass down the inside of the lower frame and descend to the outside of the gondola support. The pair of steel materials constituting the upper frame and facing the longitudinal direction of the upper frame are formed with recesses along the longitudinal direction of the upper frame on the surfaces facing each other, and predetermined recesses in both recesses. By storing both ends of the bar, the bar is held in a state of being able to move substantially horizontally in the longitudinal direction of the upper frame, and the elevating gondola is suspended from the bar. The gondola unit for dismantling work in any one of Claim 1 or Claim 2. The gondola support body has an upper surface and / or both longitudinal side surfaces covered with a wire mesh among six surfaces formed by the upper frame, the lower frame, and the end frame. Gondola unit for dismantling work described in any one.

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