JP2006144402A - Constructing method of scaffolding for high-rise building and dismantling method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To safely and promptly construct a scaffolding for a high-rise building or the like. <P>SOLUTION: The scaffolding 13 is built by predetermined number of stages by laying a scaffolding foundation 1 on the ground surrounding the building A by a jack base 1a. Then, a tower 9 is provided on the rooftop of the building A, and an ascent/descent space 12 is formed by removing a tread 13c right under the tower 9. Then, an ascent/descent bench 3 is arranged in the ascent/descent space 12, and a winch 6 is provided at a distant location. Then the wire rope 7 of the winch 6 is connected to the ascent/descent bench 3 through the tower 9 in the upper location, and the ascent/descent bench 3 is retained between the tower 9 and the scaffolding foundation 1, and a guide wire 11 for guiding the ascent/descent bench in the up-down direction is stretched tight. Then materials for the scaffolding are transported in the upward direction of the already-built scaffolding 13 by the ascent/descent bench 3, and the scaffolding 13 for the next stage is built on both sides of the ascent/descent space 12. Thus, the scaffolding 13 can be built in the upper-stage direction without applying a load to the scaffolding itself by repeating this process. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a construction method and a dismantling method for a building scaffold constructed along an outer wall or a frame of a high-rise building at a construction site.

  Conventionally, scaffolds constructed for work in renovation of buildings and apartments are generally constructed by lifting materials with a crane. In places where cranes cannot be carried, one tread on each step of the partially assembled scaffold is removed to form a vertical space, and a pair of vertical rails are provided in the same space, and a winch is hung on the top of the rails. The suspended beam is installed, the lifting platform that moves up and down in contact with the rail is connected to the wire rope of the winch, the scaffold components are transported by the lifting platform, the scaffold is built up in order and disassembled in order downward (For example, refer to Patent Document 1).

  By the way, in the technique of the said patent document 1, the winch which raises / lowers a raising / lowering stand is installed in the hanging beam of the top part. Therefore, it is necessary for an operator to carry a heavy winch upward, and there is a problem involving labor. Moreover, since the load acts on the scaffold during transportation of the material, only a small amount can be transported, and a small winch is inefficient because the amount of material placed on the lifting platform is limited.

Patent Document 2 discloses a scaffold unloader in which a lifting platform is suspended by a winch at the top so that it can be lifted and lowered on the opposite side of the scaffolding structure. Patent Document 3 discloses a simple lift in which a lifting platform that is lifted and lowered by a winch is supported by a pulley on a vertically tensioned guide rope. However, all of these technologies are used for transporting materials used for renovation of buildings after all scaffolds have been constructed, and are not applicable for scaffold construction.
Japanese Patent Laid-Open No. 2000-274069 JP 2000-320132 A JP 2002-295004 A

  The problem to be solved by the present invention is to provide a construction method and a disassembly method for a high-rise building scaffold that can solve these conventional problems and can easily and quickly construct and dismantle the scaffold. .

The configuration of the present invention that solves this problem is as follows.
1) A predetermined number of scaffolds are installed along the outer wall or frame of the building, a tower is installed on the roof of the building, and a lifting space is formed that allows the platform to be lifted and lowered by removing the footboards of the scaffold directly under the tower. A lifting platform is placed above the bottom scaffolding tangle of the lifting space, a winding winch is installed on the bottom scaffolding tucking away from the lifting space, and the wire rope of the winch is passed upward through the pulley Tensioning, extending the wire rope through the rooftop pulley on the roof and below the lifting space, connecting it to the lifting platform, tensioning the guide wire from the roof tower to the bottom scaffolding, and behind the lifting platform Holding means for restraining the guide wire to slide on both sides is provided on the lifting platform, and the scaffolding material is transported above the already built scaffolding by the lifting platform to assemble the next stage scaffolding on both sides of the lifting space. Repeat in order The construction method of the scaffold for high-rise buildings characterized in that the scaffold is constructed in the upward direction 2) The holding means of the lifting platform is provided with a pair of rotating rollers that sandwich the guide wire from both sides. A method for constructing a scaffold for high-rise buildings according to 1) above. 3) A method for constructing a scaffold for high-rise buildings according to 1) above, wherein the lifting means holding means is provided with a vertical pipe frame through which a guide wire can be inserted. 4) The method for constructing a scaffold for high-rise building according to any one of 1) to 3) above, wherein a clearance roller is provided at the rear edge of the lifting platform to avoid hooking with an obstacle during lifting. 5) The outer wall or the frame of the building A predetermined number of steps will be installed along the roof, a tower will be installed on the roof of the building, and a platform will be removed to remove the footboard directly below the tower and the platform will be raised and lowered. Place a lifting platform above the entanglement A winch for hoisting is installed on the bottom of the scaffolding that is far from the lifting space. Extending downward and connecting to the lifting platform, tensioning the guide wire from the rooftop tower to the bottom scaffolding tangle, and holding means to restrain the guide wire to slide on both sides behind the lifting platform The scaffolding is constructed by transporting the scaffolding material to the upper part of the scaffolding that has been installed on the lifting platform, assembling the next stage scaffolding on both sides of the lifting space, and building the scaffolding in the upward direction by repeating this in order. After dismantling the top scaffold, dismantle the scaffolding material disassembled on the lifting platform, then disassemble the lower scaffold and transport it downward on the lifting platform, and repeat this in order. Dismantling the scaffold downstairs 6) Demolition method of scaffolding for high-rise buildings characterized by the above-mentioned structure 6) After constructing and working the scaffolding, install a tower on the roof of the building, remove the footboard of the scaffolding just below the tower and lift the platform A lifting and lowering space that can be raised and lowered is formed, a lifting platform is placed above the bottom footing of the same lifting space, and a hoisting winch is installed on the bottom footing of the lower footing away from the lifting space. Pass the wire rope through the pulley and stretch it upwards, extend the wire rope through the rooftop pulley and down the lifting space and connect it to the lifting platform, and cross the guide wire from the rooftop to the bottom scaffolding The holding means for restraining the guide wire to slide on both sides behind the lifting platform is provided on the lifting platform, the scaffold on the top is disassembled and the scaffold material disassembled on the lifting platform is transported downward, Next, the bottom Was disassembled opportunities transported downwardly lifting platform, in disassembling method of high-rise building scaffolding, characterized in that it was so repeatedly disassembled downstairs direction scaffold in order.

  According to the present invention, since the winch is installed near the ground and the wire rope is connected to the lifting platform via the tower, the winch can be easily installed and the scaffold can be quickly constructed. In particular, even if the winch is made larger, the labor of the installation work hardly changes, so a large hoisting force can efficiently transport a large number of materials at once, and a scaffold can be constructed in a shorter time. In addition, since the lifting equipment of the lifting platform is installed separately from the scaffolding, no load is applied to the scaffolding during transportation, and it can be constructed more efficiently by increasing the transportation amount as long as the lifting force of the winch allows .

  As the lifting means holding means of the present invention, there are those provided with a pair of rotating rollers for sandwiching the guide wire from both sides and those provided with a vertical pipe frame through which the guide wire can be inserted. Selected according to cost. The pipe frame has a low cost, and the rotating roller has a low friction when moving up and down. It is desirable to attach a limit switch to prevent the wire rope from being overwound. Embodiments of the present invention will be specifically described below with reference to the drawings.

  1 to 4 is an example in which the present invention is applied to renovation of an outer wall of a high-rise apartment. 1 and 2 are front views of the scaffolding of the first embodiment, FIG. 3 is a side view of the scaffolding of the first embodiment, and FIG. 4 is an explanatory diagram of the lifting platform of the first embodiment.

  In the figure, 1 is a scaffolding base, 1a is a jack base, 2 is a hook, 3 is a lifting platform, 3a is a frame, 3b is a bottom box, 3c is an open / close bar, 3d is a hook, 3e is a pin, 4 is a hanging rope 5 is a pipe frame, 6 is a winch, 7 is a wire rope, 7a is a limit switch, 7b is a sensor, 8 is a pulley, 9 is a tower, 10 is a pulley, 11 is a guide wire, 12 is a lifting space, 13 is a scaffold, 13a is a standing frame, 13b is a brace, 13c is a tread (cloth frame), 13d is a sheet, and A is a building.

  In Example 1, as shown in FIGS. 1 to 4, the scaffolding entanglement 1 is laid with the jack base 1 a on the ground surface around the building A, and the 1 to 5 step scaffold 13 is assembled by a normal method. The tower 9 having the pulley 10 is constructed by transporting the materials by the elevator on the roof of the roof, and the lifting plate 12 is formed by removing all the footboards 13c of the scaffold 13 immediately below the tower 9, and the lowest part of the lifting space 12 The winch 6 is installed on the scaffolding entanglement 1 that is spaced apart by a predetermined distance by placing the lifting platform 3 on the side, and the wire rope 7 of the winch 6 is turned around by the pulley 8 and hung on the pulley 10 of the tower 9 and the rope. The end is lowered and connected to the lifting platform 3.

  The lifting platform 3 is composed of a pipe-shaped frame 3a and a bottom box 3b, and an opening / closing bar 3c having hooks 3d for facilitating material dropping and taking in and out is attached to the front and both sides. The dimensions are 2 m in height, 1.2 m in width, 0.6 m in depth, and 0.4 m in height of the bottom box 3d.

  Between the tower 9 and the scaffolding entanglement 1, the guide wires 11 are tensioned to the left and right, and the guide wires 11 are inserted into the pipe frames 5 provided on both sides at the back of the elevator 3, and the wire rope 7 is above the elevator 3. A sensor 7b is attached to the sensor 7b, and a limit switch 7a for stopping the winch 6 is attached in proximity to the sensor 7b. The limit switch 7a and the sensor 7b are provided at the bottom of the tower 9 and the scaffold 13, respectively.

  The lifting platform 3 is loaded with scaffolding materials (standing frame 13a, bracing 13b, tread 13c, and sheet 13d) to be constructed, and the winch 6 is operated to raise the lifting platform 3. When the lifting platform 3 is raised above the scaffold 13 that has been installed, the winch 6 is stopped, and the material is taken out from the installed scaffold 13 to assemble the scaffold 13 on both sides of the lifting space 12. This is repeated in order to build the scaffold 13 upward. When the renovation of the building A is completed, it is dismantled in order from the scaffold 13 on the top floor and transported downward by the lifting platform 3, and dismantled in the reverse order of construction.

  Since Example 1 is configured as described above, the scaffold 13 is constructed on both sides of the lifting space 12 independently of the lifting equipment of the lifting platform 3, and the scaffold 13 is in the middle of transporting materials on the lifting platform 3. A load is not applied, and a large amount of heavy material can be transported at a time as long as the hoisting force of the winch 6 allows, and the efficiency is high. In addition, the heavy winch 6 does not need to be transported to the roof, and is installed near the ground surface. Therefore, the work can be performed quickly with less labor, and the construction and dismantling of the scaffold can be performed safely and at low cost with a short construction period.

  5 and 6 show another example of the lifting platform of the first embodiment. FIG. 5 is an explanatory view of a lifting platform according to another example of the first embodiment, and FIG. 6 is a top view of the lifting platform according to another example of the first embodiment. In the figure, 14 is a rotating roller and 15 is a relief roller. 5 and 6, instead of the pipe frame 5 of the first embodiment, a pair of rotating rollers 14 having bay-shaped grooves are attached at four locations, upper and lower, left and right, and the guide wire 11 is clamped from both sides. Is held while being rotated by the rotating roller 14 so that the swinging of the lifting platform 3 can be prevented without friction. In addition, escape rollers 15 are attached to the front and rear, upper and lower four places of the lifting platform 3 so that the corners of the lifting platform 3 can be prevented from being hooked on the outer wall of the building A or other corners during the lifting. Yes. Other reference numerals and configurations are the same as those in the first embodiment.

  The second embodiment shown in FIGS. 7 and 8 is an example in which the present invention is applied to the dismantling of a scaffold constructed by a conventional method. 7 and 8 are explanatory views showing the dismantling of the scaffold according to the second embodiment.

  In Example 2, as shown in FIG. 7 (a), the tower 9 is installed on the roof of the building A, and all the treads 13c of the scaffold 13 just below it are removed to form the lifting space 12, and FIG. 7 (b). As shown in FIG. 2, the lifting platform 3 is arranged at the lowermost part of the lifting space 12 and the winch 6 is installed at a position away from the scaffolding tangle 1, and the wire rope 7 of the winch 6 is connected to the pulley 8 and the pulley 10 of the tower 9. It connects with the lifting platform 3 via. The limit switch 7a and the sensor 7b are attached in the same manner as in the first embodiment.

  As shown in FIG. 8A, the scaffolding material (standing frame 13a, bracing 13b, tread 13c, seat 13d) in which the winch 6 is operated to raise the lifting platform 3 to the uppermost stage and the scaffolds 13 on both sides are disassembled is used. It is loaded on the elevator 3 and transported downward. By repeating this, as shown in FIG. 8 (b), the scaffold 13 from the top to the bottom is sequentially disassembled and transported. Thus, the scaffold constructed by the conventional method can be quickly and safely disassembled by the present invention. Other reference numerals and configurations are the same as those in the first embodiment.

  The present invention is preferably used for building and dismantling a scaffold safely and quickly in a high-rise building or the like where a crane cannot be carried.

It is a front view of the scaffolding of Example 1. It is a front view of the scaffolding of Example 1. It is a side view of the scaffold of Example 1. It is explanatory drawing of the raising / lowering stand of Example 1. FIG. It is explanatory drawing of the lifting platform of the other example of Example 1. FIG. FIG. 6 is a top view of another example of the lifting platform according to the first embodiment. It is explanatory drawing which shows the dismantling of the scaffold of Example 2. FIG. It is explanatory drawing which shows the dismantling of the scaffold of Example 2. FIG.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Scaffolding root 1a Jack base 2 Hook 3 Lifting platform 3a Frame 3b Bottom box 3c Opening bar 3d Hook 3e Pin 4 Latching rope 5 Pipe frame 6 Winch 7 Wire rope 7a Limit switch 7b Sensor 8 Pulley 9 Pulley 10 Pulley 11 Guide wire 11 Pulley 12 Lifting space 13 Scaffolding 13a Standing frame 13b Bracing 13c Footboard (cloth frame)
13d Sheet 14 Rotating roller 15 Escape roller A Building

Claims (6)

  A certain number of scaffolds are installed along the outer wall or frame of the building, a tower is installed on the rooftop of the building, a lifting space is formed by removing the footboards of the scaffolding just below the tower, and raising and lowering the lifting platform. A lifting platform is placed above the bottom scaffolding entanglement, a winding winch is installed on the bottom scaffolding tangling away from the ascending and descending space, the wire rope of the same winch is passed through a pulley and stretched upwards, Extend the wire rope through the rooftop pulley on the roof and down the lifting space and connect it to the lifting platform.Tension the guidewire from the rooftop to the bottom scaffolding, and on both sides behind the lifting platform. A holding means that restrains the guide wire so as to slide is provided on the lifting platform, and the scaffolding material is transported to the upper side of the scaffolding that has been installed on the lifting platform, and the next stage scaffolding is assembled on both sides of the lifting space, and this is repeated in order. The How to build a high-rise building scaffolding, characterized in that it was to build a place to upstairs direction.   The construction method of a scaffold for high-rise buildings according to claim 1, wherein the holding means of the lifting platform is provided with a pair of rotating rollers for sandwiching the guide wire from both sides.   The construction method of a scaffold for high-rise buildings according to claim 1, wherein the holding means of the lifting platform is provided with a vertical pipe frame through which a guide wire can be inserted.   The construction method of the scaffold for high-rise buildings in any one of Claims 1-3 which provided the escape roller which avoids latching with the obstruction at the time of raising / lowering at the rear edge of the raising / lowering stand.   A certain number of scaffolds are installed along the outer wall or frame of the building, a tower is installed on the rooftop of the building, a lifting space is formed by removing the footboards of the scaffolding just below the tower, and raising and lowering the lifting platform. A lifting platform is placed above the bottom scaffolding tangle, and a winch for hoisting is installed on the bottom scaffolding tuck away from the lifting space, and the wire rope of the winch is passed through a pulley and stretched upward. Extend the wire rope through the rooftop pulley on the roof and down the lifting space and connect it to the lifting platform.Tension the guidewire from the rooftop to the bottom scaffolding, and on both sides behind the lifting platform. A holding means for restraining the guide wire to slide is provided on the lifting platform, and the scaffolding material is transported to the upper level of the scaffolding that has been installed on the lifting platform, and the next stage scaffolding is assembled on both sides of the lifting space, and this is repeated in order. The After constructing the platform upstairs and working on the constructed scaffolding, dismantle the top scaffold, transport the scaffold material disassembled on the lifting platform, and then disassemble the bottom scaffold A method for dismantling a high-rise building scaffold, characterized in that the scaffold is transported downward on a lifting platform and the steps are repeated in order to dismantle the scaffold downward.   After building and working on the scaffolding, install a tower on the roof of the building, remove the footboard of the scaffolding just below the tower and form a lifting space that can raise and lower the lifting platform, and the bottom footing of the lifting space A hoisting stand is arranged above the entanglement, a winch for hoisting is installed on the bottom scaffolding entangled away from the elevating space, the wire rope of the winch is passed through a pulley and stretched upward, and the wire rope is attached to the rooftop Extend through the tower pulley to the bottom of the lift and connect it to the platform, tension the guidewire from the rooftop tower to the bottom scaffolding, and slide the guide wire on both sides behind the platform Holding means to restrain to the lifting platform, dismantle the uppermost scaffold and transport the scaffolding material disassembled on the lifting platform, then disassemble the lower scaffolding and transport it downward on the lifting platform, Repeat this in order Dismantling method of the high-rise building scaffolding which is characterized in that so as to dismantle the place downstairs direction.

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