JP2006169919A - Diagonal brace and preceding diagonal brace handrail using this diagonal brace - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a preceding diagonal brace handrail capable of surely providing joining strength of a column by a diagonal brace, capable of absorbing a dimensional error on a holder of the column, by vertically moving a locking metal fitting of the diagonal brace along an inclined oblong hole. <P>SOLUTION: An upper end part of the diagonal brace 4 obliquely installed between the holders 2 existing in a diagonal position of both side columns 1, is pivoted on both ends of the handrail 3 horizontally arranged between the columns 1 erected and arranged on both sides. The diagonal brace 4 fixes a locking hook 6 to an upper holder 2 of the holder existing in the diagonal position in one end part of a steel pipe, and is formed by arranging a locking metal fitting 7 to a lower holder 2 of the holder existing in the diagonal position in the other end part of the steel pipe. This locking metal fitting 7 is installed on the diagonal brace 4 so as to be freely rotatable and movable along the inclined oblong hole 12 by a pin 13 penetrating through the inclined oblong hole 12 arranged in the locking metal fitting 7. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a brace used for assembling a scaffolding or a support structure, which is a temporary structure using a steel pipe, and a preceding bracing handrail using the same.

  Temporary scaffolds and supporters, which are pipe structures used in various constructions and civil engineering work, connect steel pipe columns that are erected and are connected with cloth materials, thus extending the columns and extending them in the plane direction. The working floor is formed and constructed by laying a scaffolding plate between adjacent cloth materials.

  As shown in FIG. 6, as a support 1 used for constructing a scaffold or a support as described above, a total of four holders 2 are provided at the positions of the upper and lower ends and the intermediate portion on the outer surface of a steel pipe having a predetermined length. Are used which have a structure in which they are welded and fixed at a right angle.

  In order to construct a scaffold using this support column 1, with the support column 1 standing up and down along the inside and outside directions of the building, a cloth material not shown is used, and a hook fitting fixed to the end of the support member is attached to the both ends of the support column 1. Both struts 1 are joined by locking to the holder 2 at the same height, this joining scaffold is arranged along the surface direction of the building, and a scaffolding plate is constructed between the cloth materials of the opposing joining struts, It is constructed by extending this upward and planarly.

  In addition, in the case of support work, it is constructed by sequentially connecting pillars arranged in four directions in a frame shape with a cloth material, and extending this upward and planarly, and laying a scaffolding plate between the cloth materials of the required height Thus, a work floor is formed.

  In the above scaffolding, the adjacent struts 1 located on the opposite side of the building are joined with slanted braces, and in the support work, the struts 1 on the outer side are joined with slanted braces, The strength of scaffolding and support work is improved.

  As the bracing, as shown in FIG. 5, the upper ends of the braces 4 that are diagonally installed between the holders 2 at the diagonal positions on both ends of the handrail 3 are pivoted by pins 5 respectively, and the upper ends of the braces 4 are The hook 6 for the upper holder 2 is provided in the upper part, and the use of the leading brace handrail 8 having the lower fitting 2 for the lower holder 2 at the lower end of the brace 4 is used when assembling the scaffolding or the supporting work. Excellent from the viewpoint of ensuring safety.

  The front bracing handrail 8 locks the upper end locking hook 6 of the bracing 4 to the upper holder 2 at the upper part between the columns 1 erected above the scaffolding plate when assembling the scaffolding or supporting work. After this, the locking bracket 7 is locked to the lower holder 2 at the diagonal position, so that the two braces 4 are arranged in an intersecting manner, and the handrail 3 is horizontally arranged on the upper part between the both side supports 1. The braces 4 are used to connect the struts 1 on both sides.

  By adopting such a hand-joining handrail 8, the handrail 3 can be positioned in front of the upper part of the currently working scaffolding plate, and the safety of the assembly work of the scaffolding and the support work is ensured. be able to.

  By the way, the preceding brace handrail 8 has a structure in which a locking hook 6 provided at the upper end of the brace 4 is inserted into the upper holder 2 from above and the upper edge of the inner corner is placed on the upper end of the upper holder 2. It has become.

  Further, the locking fitting 7 is pivotally fixed to the lower end portion of the brace 4 by a pin 9, is fitted from the outer surface to the lower holder 2, and the locking tool 10 provided on the upper portion is attached to the lower holder 2. It is designed to be locked at the upper end.

  By the way, the holder 2 in the support column 1 is fixed by welding, but there is a product having a dimensional error in accuracy in the dimension shape of the holder 2 and the fixing position of the holder 2 with respect to the support column 1, and for this reason, there is a conventional leading muscle crossing. In the structure in which the distance between the upper end locking hook 6 and the lower end locking bracket 7 is fixed, as in the case of the handrail 8, the dimensional error related to the holder 2 cannot be absorbed. When a handrail 8 that crosses the preceding struts is installed between the supported struts 1, it becomes difficult for the upper end locking hook 6 to lift from the upper holder 2 or to lock the locking bracket 7 to the lower holder 2. As a result, there is a problem in that the connection strength of the support column 1 by the preceding bracing handrail 8 cannot be obtained, and the situation that the role of bracing as a reinforcement cannot be substantially achieved occurs.

  Accordingly, an object of the present invention is to make it possible to absorb a dimensional error related to the support of the support column by making the locking bracket for the support system vertically movable with a slanted long hole with respect to the reinforcement, so that the connection of the support column by the brace is ensured. Therefore, it is to provide a brace that can surely obtain a support strength and a handrail for a preceding brace using the brace.

  In order to solve the above-described problems, the invention of claim 1 is a bracing method in which holders are provided at predetermined intervals in the vertical direction, and are obliquely installed between the holders at diagonal positions of the support columns arranged upright on both sides. A locking hook for the upper holder of the holder in the diagonal position is fixed to one end of the steel pipe, and a locking bracket for the lower holder of the holder in the diagonal position is fixed to the other end of the steel pipe. A pin that penetrates through the inclined long hole provided in the locking metal fitting is used so that it can be rotated and moved along the inclined long hole.

  In the invention of claim 2, holders are provided at predetermined intervals on the upper and lower sides, and obliquely between the holders at the diagonal positions of the both-side columns on both ends of the handrail horizontally disposed between the columns arranged upright on both sides. It is formed by pivoting the upper end of the bracing to be installed, and the bracing is fixed to one end of the steel pipe, a locking hook for the upper holder of the holder in a diagonal position, and to the other end of the steel pipe, The locking bracket for the lower holder of the diagonal holder is attached and formed so that it can freely rotate and move along the inclined long hole with a pin that penetrates the inclined long hole provided in this locking bracket. The configuration is adopted.

  According to the present invention, the bracing bracket is vertically movable along the inclined long hole, the latch hook is latched to the upper holder, the latch bracket is latched to the lower holder, and the brace is placed diagonally. In the state of being laid between the holders, the brace stops at the position corresponding to the distance between the diagonal holders with respect to the slanted long hole, thereby absorbing the dimensional error related to the holder. The bracing between the diagonally positioned holders is in a tension state, and external force applied to the strut can be received by strutting, so that the strength of the strut coupling by bracing can be reliably obtained, and the strength is excellent Highly secure scaffolding and support can be assembled.

  In addition, since the upper end of the brace is pivoted at both ends of the handrail, it is possible to place the handrail on the top of the scaffolding plate for the assembly work prior to the construction of the scaffolding or support work. And, the safety of the assembly work of scaffolding and support work can be improved.

  Embodiments of the present invention will be described below with reference to the accompanying drawings.

  As shown in FIG. 1 to FIG. 3, the support column 1 used for constructing a scaffold or a support work is constructed by welding and fixing a holder 2 having a lower concavity at four positions on the outer surface of a steel pipe having a predetermined length. The holder 2 group has a structure in which the steel pipes are arranged at the upper and lower end portions and the middle portion of the steel pipe. Although not shown, a joint for adding the support column 1 is provided at the upper end of the steel pipe.

  The leading brace handrail 8a for reinforcing the temporary scaffolding and supporting work assembled using the support column 1 is provided on both ends of the steel pipe handrail 3 horizontally disposed between the support columns 1 standing upright on both sides. The upper end of the brace 4 that is installed diagonally between the holders 2 at the diagonal position 1 is pivotally fixed by a pin 5.

  The bracing 4 is formed by fixing a locking hook 6 to the holder 2 at the upper end of the steel pipe and providing a locking fitting 7 to the holder 2 at the lower end, as shown in FIG. It can be made to cross in the position of the substantially central part processed from flat like FIG.1 (b).

  The locking hook 6 is formed in a protrusive L shape using a metal plate, and the downward hanging portion becomes an insertion piece 6a into the holder 2, and adapts to the height of the holder 2 on the inner corner side of the insertion piece 6a. A cutout portion 6b having a height dimension is provided, and a lower end of the cutout portion 6b of the insertion piece 6a is a bent piece 6c for preventing the removal.

  The locking hook 6 is pivotally fixed to a bracket 11 projecting downward on the lower surface of the end portion of the handrail 3 so that the position close to the end portion of the horizontal portion can be rotated by the pin 5, and is attached to the rear end of the horizontal portion. The upper end of the brace 4 is fixed by welding at a predetermined inclination angle.

  The locking metal 7 is formed in a substantially rectangular shape by using a metal plate, and a U-shaped notch 7a having a height suitable for the height of the holder 2 is provided on the front edge thereof. At the upper end of the notch 7a, a locking tool 10 is attached so as to be able to turn up and down.

  As shown in FIGS. 4 (a) and 4 (b), the locking bracket 7 is formed with an inclined long hole 12 at a lower rear position of the U-shaped notch 7a. A pin 13 passing through the long hole 12 is attached to the lower end of the brace 4 so as to be able to rotate and move within the range of the inclined long hole 12.

  As shown in FIG. 3, the inclined long hole 12 formed in the locking metal 7 is inclined in a direction gradually moving away from the lower end side with respect to the U-shaped notch 7 a, and the locking metal 7 is attached to the holder 2. Therefore, it is possible to move obliquely with respect to the pin 13 of the brace 4 in a state of being in a vertical posture.

  In the preceding brace handrail 8a as described above, the handrail 3 has a length corresponding to the arrangement pitch of the struts 1, and the brace 4 locks the upper hook 2 on the upper holder 2 of the strut 1. In such a state, the length is set such that the locking bracket 7 can be fixed to the lower holder 2 at the diagonal position of the other support column 1, and the arrangement pitch of the support columns 1 is 1800 mm as shown in FIG. As shown in the drawings, the leading brace handrail 8a is prepared in such a manner that the length of the handrail 3 and the brace 4 corresponds to these.

  In the case shown in the figure, the preceding bracing handrail 8a in which the brace 4 is pivoted at both ends of the handrail 3 is shown, but it is naturally possible to omit the handrail 3 and use the brace 4 alone.

  The preceding barbed handrail 8a of the present invention has the above-described configuration. Next, a method for assembling a work scaffold using the preceding barbed handrail 8a will be described.

  As shown in FIG. 2, the struts 1 are arranged upright on both sides with a predetermined span, the adjacent struts 1 are joined with a cloth material, and a work board is secured between the cloth materials by securing a work floor. The operator located at the upper position holds and lifts the front bracing handrail 8a downwardly as shown in FIG. 1B, and lifts the locking hook 6 provided at the upper end of the both bracings 4 to each column. The handrail 3 is arranged so as to be bridged between the upper ends of the columns 1, and then, the locking metal fittings 7 provided at the lower ends of the braces 4 are It fixes with respect to the latching hook 2 and the lower holder 2 in a diagonal position, and the both struts 1 are joined by arranging both braces 4 in a cross shape.

  FIGS. 5 (a) to 5 (d) sequentially show the joining process of the leading brace handrail 8a to the support column 1, and the both braces 4 are rotated downward as shown in FIGS. 5 (a) to 5 (c). In the leading bracing handrail 8a, the insertion piece 6a of the locking hook 6 provided at the upper end of the bracing 4 is inserted into the upper holder 2 of the column 1 from above, and the notch portion 6b is fitted into the peripheral wall portion of the holder 2. Thus, the handrail 3 is installed horizontally between the pillars 1 on both sides.

  Next, the U-shaped notch 7a of the locking bracket 7 provided at the lower end of the brace 4 is fitted to the lower holder 2 from the outer surface, and the locking tool 10 is turned over as shown in FIG. 5 (d). The locking fitting 7 is fixed to the holder 2 by engaging the downward bent piece of the tip with the inner surface side of the holder 2.

  In this way, when the struts 1 on both sides are joined by the preceding bracing handrail 8a, the handrail 3 is installed horizontally between the struts 1 on both sides as shown in FIG. 2, and the bracing 4 becomes a cross-shaped arrangement. Combine 1

  As described above, when constructing a scaffold or a supporting work, the handrail 3 can be disposed on the upper part of the scaffolding plate prior to the construction of the scaffolding plate for the assembling work. Can be improved.

  In the coupling of the column 1 by the above-mentioned leading bar crossing handrail 8a, the inclined long hole 12 of the both-side locking bracket 7 fixed to the holder 2 is inclined so that the lower end approaches the mating locking bracket 7. The lower end portion of the brace 4 connected by the pin 13 penetrating the inclined long hole 12 is movable up and down within the range of the inclined long hole 12.

  For this reason, when the bracing 4 is installed between the upper and lower holders 2 at the diagonal position, the pin 13 of the bracing 4 stops in contact with the middle of the inclined elongated hole 12 at a position corresponding to the interval between the holders 2 at the diagonal position. The brace 4 joins the two struts 1 with no backlash between the upper and lower holders 2 at the diagonal positions.

  As described above, when the connection between the brace 4 and the locking fitting 7 is relatively movable up and down within the range of the inclined long hole 12, the position of the condition corresponding to the distance between the holders 2 at the diagonal positions is obtained. Thus, the pin 13 automatically abuts against the side edge of the inclined long hole 12, and the bracing 4 can be spanned between the support columns 1 without any play. Even if there is a large dimensional error, this can be absorbed by the change in the stop position of the pin 13 with respect to the inclined long hole 12, and the bracing 4 becomes tensioned between the holders 2 at the diagonal positions, and the external force applied to the column 1 is reduced. It can be received by the brace 4 and, therefore, the coupling strength of the strut 1 by the brace 4 can be obtained with certainty, and a highly secure scaffolding and support structure excellent in strength can be assembled.

(A) is a front view which shows the folding state of the hand brace handrail according to this invention, (b) is a front view which shows the state which opened the brace of the same hand brace handrail Front view of the working scaffold showing the state of use of the handrail handrail (A) is a front view which shows the coupling | bond part to the support | pillar of a handrail crossing handrail, (b) is an exploded perspective view of the part (A) is the front view which expanded the coupling state to the support | pillar of a latching metal, (b) is a perspective view of a latching metal. (A) thru | or (d) each is explanatory drawing which shows in order the coupling | bonding process to the support | pillar of a preceding bracing handrail Front view of the working scaffold showing the state of use of a conventional handrail crossing handrail

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Support | pillar 2 Holder 3 Handrail 4 Bracing 5 Pin 6 Locking hook 7 Locking bracket 8a Leading bracing handrail 9 Pin 10 Locking tool 11 Bracket 12 Inclined slot 13 Pin

Claims (2)

  It is a brace that is installed diagonally between the holders at the diagonal positions of the pillars that are erected on both sides, with holders at predetermined intervals on the upper and lower sides, and at the upper end of the holder at the diagonal position at one end of the steel pipe Lock the hook to the holder, and turn the other end of the steel pipe to the lower bracket of the holder at the diagonal position with the pin that penetrates the slanted long hole provided in this bracket. And braces attached so that movement along the slanted long hole is free.   Holders are provided at predetermined intervals on the top and bottom, and the upper ends of the braces that are diagonally installed between the holders at the diagonal positions of the both-side columns are attached to both ends of the handrails that are horizontally disposed between the columns that are erected on both sides. The bracing is formed, and the bracing is fixed to one end of the steel pipe with a locking hook for the upper holder of the holder in the diagonal position, and the other end of the steel pipe is fixed to the diagonal position of the holder. A handrail crossing handrail that is formed by attaching a locking bracket to the lower holder with a pin that penetrates the inclined long hole provided in the locking bracket so as to freely rotate and move along the inclined long hole.

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