JP2008208687A - Aseismic feinforcing device of ceiling hang bolt - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an aseismic reinforcing device of a ceiling hang bolt capable of preventing a ceiling from being largely displaced vertically and laterally in a large earthquake, enabling the simultaneous screwing of a hanging bolt and a brace into an insert driven into a ceiling slab at the position manually accessible from a cradling surface so that a worker does not fall into a dangerous state during the construction, and capable of resisting a compression stress and a tensile stress in a ceiling board hanging device for hanging a ceiling board from a ceiling part such as the ceiling slab, a beam, or a girder through the hanging bolt. <P>SOLUTION: As shown in Fig. 1, a triangular structure is obtained by the hanging bolt reinforced by covering a steel pipe thereon, the brace harder to be deformed than the hanging bolt, and the ceiling slab. Each crest of the triangular structure is formed of the insert and two fittings. When the external force by an earthquake is applied to the triangular structure, the triangular structure resists it since it is not deformed. Since the brace is vertically divided so that only the upper brace can be mounted beforehand, a brace installation operation can be safely and easily performed. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

  The present invention relates to seismic reinforcement of a ceiling plate suspension device that suspends a ceiling plate from a ceiling portion such as a ceiling slab, a beam member, or a girder member via a suspension bolt.

  The conventional ceiling is adjusted to a predetermined height by suspending a field base of the steel base with a suspension bolt of all screws on the insert driven into the slab, and the field edge 28 is made into a field edge at intervals of about 30 cm. Ceiling is applied after clipping. In the ceiling, cable racks for electrical wiring, ducts and equipment for air conditioning, piping for water supply and drainage, and the like are suspended in a complicated manner, so that the positions and angles at which the braces necessary for the seismic performance of the ceiling are provided are limited.

  When the ceiling height is low compared to the floor height and the ceiling is high, the worker's height is out of reach, so the work must be done with a small stepladder or other foot joint on the back of the ceiling. The work was extremely dangerous and difficult.

  The braces can be handled as a tensile material against the horizontal force from the left and right when the braces are placed between the hanging bolts and placed in the shape of "C" or "C". A compressive force is generated. If there is only one brace and the "N" shape is formed between the suspension bolts, a compressive stress is generated in the brace and the suspension bolt, so it is necessary to use a material that does not buckle. However, since the channel material (36 × 10 × 0.8) having a small secondary radius in cross section is generally attached to the suspension bolt for bracing, eccentricity is inevitably generated between the lower surface of the slab and the edge receiver. Therefore, in the event of a large earthquake, the suspension bolts are likely to buckle at the bracing nodes, and the seismic performance is not sufficient.

  Currently, the method of attaching the braces to the suspension bolt has the following drawbacks. First, in order to attach the brace from the ceiling surface, there is a method of providing a `` G ''-shaped notch in the flat steel at the end of the brace and hooking this notch to a hanging bolt, and this method is used. If the structure is due to compressive stress in the bracing, it will come off and there will be no earthquake resistance. Secondly, the method of attaching the metal fitting to the upper part of the suspension bolt increases the eccentric distance from the brace, and the bending deformation of the suspension bolt is large, so that the ceiling shakes violently up and down and right and left. Third, the field edge receiver is attached to the suspension bolt through a hanger made by bending flat steel. Therefore, in the general construction method where the brace is attached to the suspension bolt, the horizontal direction from the ceiling surface to the field edge receiver is The deformation is increased by δ in FIG. 9 and the hanger 33 is deformed. Fourth, when the bracing is attached in a direction orthogonal to the field receiver, the weak axis direction of the field receiver is less rigid, and the attachment of the field edge to the field receiver slips due to the clip fastening, so there is no resistance. . Therefore, there was an example where the clip claw was opened due to a large earthquake and the field edge was buckled. Fifth, the Ministry of Land, Infrastructure, Transport and Tourism issued “Technical Advice on the Appropriate Implementation of Ceiling Drop Prevention Measures”, while “the clearance between the ceiling and the building wall is larger than the relative displacement between the ceiling and the building. However, there are few examples that are adopted in terms of design (see Non-Patent Document 1). Sixth, the brace may be attached after the field edge is clipped to the field edge holder at intervals of about 30 cm, so it is not possible to raise and lower the wide stepladder that is normally used, and assemble the scaffolding in the ceiling Is difficult. Therefore, the work must be performed with a simple foot joint, which is extremely dangerous.

  Large spaces such as gymnasiums and auditoriums must be safe buildings because they are evacuation sites in the event of a disaster, but the ceilings of large spaces frequently occurred during the 2001 Geiyo earthquake. The 2003 Tokachi-oki earthquake caused a major accident with the ceiling falling at the departure lobby of the Kushiro Airport terminal, and the 2005 Miyagi-oki earthquake, where the ceiling dropped in the indoor pool at Spo Park Matsumori. The cause investigation and countermeasures after the accident were conducted by the national organization, but since no feasible countermeasures have been taken yet, effective countermeasures that can be implemented are urgently needed. Furthermore, according to Non-Patent Document 2, the survey results were reported by each local government regarding the countermeasures against the collapse of the ceiling of buildings with large-scale spaces. There is no plan and there is a problem.

  Patent Document 1 discloses a method for attaching an end of each brace to the suspension bolt when the bracing brace is bridged between adjacent ones of the suspension bolts suspended from the ceiling of the building frame in order to suspend the ceiling material. Although it is related to the brace fitting, the attachment is a hook structure, so that it is likely to come off when compressive stress is applied to the brace and there is no earthquake resistance.

FIG. 9 shows a cross section of the ceiling 1 and the slab 2 of the conventional example. In the figure, when a horizontal force of size P is applied from the left side of the ceiling, -N compressive stress is generated in the brace 3 and + N tensile stress is generated in the suspension bolt 4 ', which is balanced. However, when the brace 3 is attached to the suspension bolts 4 and 4 ′, the nodes 5 and 5 ′ are located at a distance e and e ′ from the horizontal edge 6 and the slab 2, and the suspension bolt Since the bending deformation amounts δ and δ ′ occur at 4 and 4 ′, the ceiling 1 vibrates violently in the vertical and horizontal directions, and the deformation of the ceiling base advances, and as a result, the ceiling material falls.
Sending of Geiyo earthquake damage investigation report in January 2003 (technical advice), Kunijuju No. 357 (June 1, 2001) About findings about measures against collapse of ceilings of buildings with large-scale spaces, Ministry of Land, Infrastructure, Transport and Tourism Housing Polar Architecture Guidance Division (October 24, 2006) JP 2004-19106 A

  The subject of the present invention is that the ceiling slab is not extended from the top and bottom to the left and right in the event of a large earthquake and the ceiling slab is extended from the position where the hand is extended from the field edge so that it does not become a dangerous work for the worker. It is an object of the present invention to provide a seismic reinforcement device for a ceiling suspension bolt that can simultaneously screw a suspension bolt and a brace into a driven-in insert and can resist compressive stress and tensile stress.

  According to the first aspect of the present invention, a triangular structure constituted by the suspension bolt 4 'reinforced by covering with a steel pipe and the brace and ceiling slab which are difficult to deform compared to the suspension bolt is obtained. Each vertex of this triangular structure is constituted by an insert and two mounting brackets 7. When an external force due to an earthquake is applied, the triangular structure obtained according to claim 1 is not deformed, so that it becomes earthquake resistant.

  According to the second aspect of the present invention, the hat-shaped bracket is used to join the field edge receiving member and the field edge receiving joint material, and the earthquake-proof reinforcement is performed in the orthogonal direction with respect to the earthquake-resistant reinforcing structure installed according to the first aspect. Therefore, by installing the apparatus of claim 1 and the apparatus of claim 2 in combination, it is possible to cope with the occurrence of earthquake shaking from all directions.

  According to the third to fifth aspects of the present invention, since the upper end of the brace that can be adjusted in length and angle is attached in advance, the bracing installation work that is a work at a high place is very easy.

  The effect of the invention by the above solution will be described with reference to the drawings. According to the first aspect of the invention, the mounting bracket 7 is used to connect the suspension bolts 4, 4 ′ and the braces 3 to the nodes 5, 5 from the slab 2 and the field edge receiver 6 as in the embodiment of the conventional method shown in FIG. 9. Since the mounting bracket 7 is used so that the distances e and e 'can be made as small as possible so as to reduce the eccentricity, the bending deformation δ does not occur in the suspension bolts 4 and 4 ′, and the ceiling 1 swings violently up and down, left and right, and the deformation of the ceiling base proceeds, and as a result, the ceiling material does not fall. That is, the present invention is an earthquake-resistant device that can resist compressive stress and tensile stress without causing significant bending deformation in the suspension bolt.

  According to the invention of claim 2, the seismic reinforcement device can be installed in a direction orthogonal to the seismic reinforcement of claim 1. In particular, in the joining method of the field edge connecting material 26 and the field edge 28, there is a possibility that the conventional clip joining method may cause slippage in the field edge direction and deform, but the hat-type metal fitting according to the present invention is used. Thus, slipping of the clip and opening of the pawl can be prevented.

  According to the inventions according to claim 3 and claim 4, it is possible to install the braces at the optimum length and angle.

  According to the invention of claim 5, since the upper end of the brace is attached when installing the ceiling suspension bolt or when installing the upper mounting bracket, when performing the installation work of the brace, the operator can go up to the field edge It is alleviated only by placing the hand underneath the brace and fixing the brace length, so that the worker can install a small stepladder, etc. This eliminates the need to perform the work, and makes the brace attachment work safe and easy.

  The present invention will be described in detail with reference to the drawings. In the embodiment of the conventional method shown in FIG. 9, when a horizontal force of P is applied from the left, -N compressive stress is generated in the brace 3 and + N tensile stress is generated in the suspension bolt 4 'to balance. However, when the brace 3 is attached to the suspension bolts 4 and 4 ', the contact points 5 and 5' are located at positions e and e 'away from the horizontal edge 6 and the slab 2 in the horizontal direction, and the suspension bolts 4 and 4' Since the bending deformation amounts δ and δ ′ occur, the ceiling 1 sways violently in the vertical and horizontal directions, the deformation of the ceiling base advances, and the ceiling material falls.

  Therefore, in order to bring the contact point between the suspension bolts 4 and 4 ′ and the slab 2 or the field edge receiver 6 that is a horizontal member closer to the horizontal member, the mounting bracket 7 shown in FIG. 2 is used. 2 has a structure in which ribs are provided on both sides for reinforcing the web surface 11 and the upper and lower flange surfaces. When using a material with a thin plate thickness, the mounting bracket 7 preferably has a structure having ribs as shown in FIG. 2 in terms of strength. However, if it is manufactured using a C-type steel having a sufficient plate thickness (about 3 mm), it does not have ribs. Even the structure can be used sufficiently as strength. Furthermore, workability is improved when the field edge receiver 6 is attached by attaching a field edge receiver 34 as shown in FIG. In addition, even with a Z-shaped structure as shown in FIG. By using the mounting bracket 7, e and e 'can be minimized. As shown in FIG. 3, the suspension bolt 4 and the mounting bracket 7 are assembled by passing the suspension bolt 4 through the bolt holes 9 and 9 ′ at the center of the upper and lower flange surfaces 8 and 8 ′ of the mounting bracket 7, and the nuts 12 and 12 ′. Tighten with. Further, in order to eliminate the work at a high place in the subsequent process, the upper brace 13 having the length V1 shown in FIG. 5 is attached to the attachment hole 30 of the attachment fitting 7 using a bolt. The longer brace length V1 is easier to carry out the later bracing installation work, but it needs to be rotated. Is the best.

  When the bracing 3 is tensile stress + N, the opposite side suspension bolt 4 ′ generates a compressive stress −N. Therefore, there is a possibility that the suspension bolt 4 ′, which is all screws, is buckled. Therefore, as shown in FIG. 4, the hanger bolt 4 ′ is covered with a steel pipe 15 to be reinforced. Since the suspension bolt 4 may be buckled if the length of the suspension bolt 4 ′ not covered by the steel pipe is long, the length λ shown in FIG. 4 is less than the buckling length limit of the individual material of the suspension bolt. The steel pipe 15 is covered so as to keep it. The steel pipe 15 used for reinforcement is fixed to the suspension bolt 4 ′ using a washer 16, a spring washer 17 and a nut 18. In the same manner as the suspension bolt 4, in order to bring the contact point between the suspension bolt 4 ′ and the field receiver 6 closer to the field receiver 6, the mounting bracket 7 shown in FIG. 2 is used. As shown in FIG. 4, the lower part of the suspension bolt 4 ′ is assembled by passing the suspension bolt 4 ′ through the bolt holes 9, 9 ′ at the center of the flange surfaces 8, 8 ′ of the mounting bracket 7, and the nuts 20, 20. Adjust the level with ´ and tighten to fix. The mounting bracket 7 and the field receiver 6 are fixed with a tapping screw using a field receiver mounting hole 31 in contact with the web surface 11 of the mounting bracket 7.

  After the installation of the field edge, the installation work of the lower brace 13 'is performed. The lower brace 13 'is assembled by the lower brace 13 having a length V2 such that the overlap length of the upper brace 13 and the lower brace 13' is V3, as shown in the vertical bracing installation example of FIG. ′ Is fitted to the outside of the upper brace as shown in FIG. 6, the combined brace is rotated, and the lower brace 13 ′ is inserted into the mounting hole 30 of the mounting bracket 7 on the edge receiving side and the bolt 21 is inserted. And fix with a nut. As shown in FIG. 6, the upper bracing 13 and the lower bracing 13 ′ are fastened with tapping screws 22 at a position where the axes are aligned. At this time, it is preferable from the viewpoint of strength to install the brace and the angle of the suspension bolt 4 so as to be 30 to 60 degrees. The bracing is generally installed on adjacent hanging bolts, but when it cannot be installed at the preferred angle, it can be installed by skipping the adjacent hanging bolt.

  When the brace is provided in a direction orthogonal to the field receiver 6, since the out-of-plane rigidity of the field receiver 6 is small, the hat-shaped bracket 23 shown in FIG. From the lower side, the tapping screw 24 is fastened to the flange surface 8 of the mounting bracket 7, and the hat-shaped bracket 23 and the field edge receiver 6 are fastened by the tapping screw 25. As shown in FIG. 7, the two mounting brackets 7, 7 ′ are fastened with a field edge connecting material 26 and fastened with a tapping screw 27.

  As shown in FIG. 8, when the length of the suspension bolts 4 and 4 ′ exceeds 1.5 m, the steady rests 29 and 32 are placed at a position 1.5 m below the slab surface shown in FIG. Since the buckling length of the bolt must be constrained, it is installed as specified regardless of the brace.

It is a schematic front view of this invention which shows the state which attached the suspension bolt and the braces using the attachment metal fitting. It is a front view of a mounting bracket. FIG. 2b is a plan view of FIG. 2a. 2b is a side view of FIG. 2a. FIG. It is a front view which shows the attachment state of an insert, an attachment metal fitting, a suspension bolt, and braces. FIG. 3b is a side view of FIG. 3a. It is a front view which shows the attachment state of a brace bolt and a brace reinforced with a field edge holder, an attachment metal fitting, and a steel pipe. It is a figure which shows the attachment Example of an up-and-down reinforcement. It is an enlarged view of the state which made the upper and lower braces in FIG. 5 fit. It is a front view which shows the attachment state of a mounting bracket and a field receiver when a bracing is provided in a direction orthogonal to the field receiver. It is a schematic front view of this invention which shows the state which attached the brace bolt and the brace using the attachment metal fitting when the length of a suspension bolt exceeds 1.5 m. It is sectional drawing which shows the conventional structure of the field receiver through an insert, a mounting bracket, a suspension bolt, and a hanger. It is a front view which shows the Example which attached the field edge receiving material to the attachment bracket. FIG. 10b is a side view of FIG. 10a. It is a front view showing an example of a Z-shaped mounting bracket. FIG. 11b is a side view of FIG. 11a.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Ceiling board 2 Slab 3 Bracing of the conventional method 4 Suspension bolt 4 'Suspension bolt 5 Node 5' Node 6 Field edge 7 Mounting bracket 8 Flange surface 8 'Flange surface 9 Bolt hole 9' Bolt hole 10 Insert 10 'Insert 11 Web Surface 12 Nut 13 for tightening flange surface Upper brace 13 'Lower brace 14 Bolt head 15 for attaching brace to mounting bracket 15 Steel pipe 16 Washer 17 Spring washer 18 Nut 19 Spring seat 20 Nut 21 for tightening mounting bracket and suspension bolt Bolt 22 Tapping screw 23 Hat type metal fitting 24 Tapping screw 25 Tapping screw 26 Field edge receiving material 27 Tapping screw 28 Field edge 29 Damping 30 when the length of the suspension bolt exceeds 1.5 m Mounting hole 31 Field edge receiving mounting hole 32 Hanging bolt Shake 33 in the orthogonal direction when the length of the wire exceeds 1.5 m 33 Hanger 34 Edge hangers products

Claims (5)

In the seismic reinforcement method of connecting two or more suspension bolts with a ceiling plate suspension device that suspends the ceiling plate via ceiling bolts on the ceiling part of ceiling slabs, beams, girders, etc., external force due to earthquake was added In order to prevent deformation of the suspension bolt (4 '), the suspension bolt (4') is covered with a steel pipe to be reinforced, and the joint between the suspension bolt (4 ') and the field receiver (6) and the suspension bolt (4) And a ceiling slab joint using a mounting bracket (7), and a brace (13, 13 ') is inserted between the two mounting brackets (7) for reinforcement. Seismic reinforcement device for ceiling suspension bolts. The seismic reinforcement apparatus according to claim 1, wherein a field edge connecting member (26) and a lower mounting bracket (7) installed in a direction orthogonal to the field edge receiver (6) are joined, and a lower mounting bracket (7 ) And a field edge receiver (6) are joined via a hat-shaped bracket (23). The upper brace (13) attached to the upper mounting bracket (7) and the lower bracing (13 ') attached to the lower mounting bracket (7) are the braces (13, 13') according to claim 1 and claim 2. A seismic reinforcement device for ceiling suspension bolts, characterized in that the brace length and angle can be adjusted during installation. The upper brace (13) and the lower brace (13 ') according to claim 3 have a telescopic structure that can be slid relative to each other, and the length and angle of the brace can be easily adjusted during installation. A seismic reinforcement device for ceiling suspension bolts. The seismic reinforcement device for ceiling suspension bolts, wherein the upper brace (13) according to claim 3 and claim 4 can be attached to the upper mounting bracket (7) before the installation work of the field edge (28). .

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