JP6271399B2 - Exterior wall panel mounting structure - Google Patents

Description

The present invention relates to a mounting structure of the outer wall panels to the building structures in steel-framed buildings, etc. distribution facilities.

  Some of the outer walls of buildings such as logistics facilities and convenience stores are constructed by arranging a plurality of outer wall panels, which are fireproof panels of a metal sandwich structure in which a non-combustible heat insulating material such as rock wool is sandwiched between steel plates. In order to construct such an outer wall, conventionally, as shown in FIG. 14, a body frame 53 as a foundation is preceded by a building housing 50 including a slab 51, beams 53 and 54, columns (not shown), and the like. The plurality of outer wall panels 52 are attached to the trunk edge 53. In this case, a piece 55 for fixing the trunk edge is attached to the upper part of the slab 51 and the trunk edge 53 is fixed thereto. The outer wall panel 52 is fixed to the trunk edge 53 with a screw in order from the lower stage using an external scaffold (not shown).

  The screw fixing work to the trunk edge 53 of the outer wall panel 52 is performed from a scaffold provided on the opposite side to the trunk edge 53, and when the outer wall panel 52 constitutes the outer wall surface, it is performed from the outer scaffold. At this time, the outer wall panels 52 are lifted one by one by a winch or the like and attached to the trunk edge 53.

Japanese Patent No. 5059567 JP 2004-346601 A Japanese Patent Laid-Open No. 01-182466 Japanese Utility Model Publication No. 01-085379 Japanese Patent No. 4709321 JP 2012-057370 A JP 09-096025 A

  In recent years, there has been a demand for labor saving and shortening the construction period in building construction. However, in the above-described conventional method for constructing an outer wall panel, the outer wall panels 52 are lifted one by one and attached to the trunk edge 53 of the building frame 50. No shortening or shortening of construction period can be expected. Further, since the work of attaching the outer wall panel 52 to the trunk edge 53 is a work at a high place, a scaffold is required on the outer periphery of the building housing 50, and the scaffold cannot be disassembled during the installation work of the outer wall panel 52. There is a problem that construction works that affect the scaffolding such as construction work are delayed.

  As a countermeasure to solve such a problem, a plurality of outer wall panels 52 attached to the building housing 50 are grounded on a trunk edge 53 serving as a base to form a base-integrated outer wall panel unit (not shown). We thought about saving labor and shortening the construction period by lifting this foundation-integrated outer wall panel at once and mounting it on the outer wall panel mounting surface of the building frame.

  However, in that case, in the conventional structure for attaching the trunk edge 53 of the outer wall panel 52 shown in FIG. 14, the trunk edge 53 is attached so as to be sandwiched between the upper and lower slabs 51. Therefore, when it is intended to mount the base wall-integrated outer wall panel unit, it is necessary to fit the trunk edge 53 of the outer wall panel unit between the upper and lower slabs 51, 51, and the fitting work becomes very difficult. . Furthermore, the efficiency of attachment of the base-integrated outer wall panel unit becomes very poor. Therefore, it is difficult to realize a construction method for attaching to a building frame as a base-integrated outer wall panel unit.

An object of the present invention is to assemble a plurality of outer wall panels together with a trunk edge as a foundation as a foundation-integrated outer wall panel unit and attach it to a building frame, and fit the trunk edge between the upper and lower slabs at the time of attachment. work well unnecessary and workability, it is to provide a labor-saving, the mounting structure of a short construction period reduction can outer wall panels.

Mounting structure of the outer wall panels of the invention, the outer wall panels of a plurality arranged in a vertical direction, is an outer wall panel unit is attached to the plurality of furring strips extending vertically at a plurality of positions in the width direction of the outer wall panel, the the barrel edge of the outer wall panel unit, located on the outdoor side of the slab of the building structures to be the basic structure of the exterior wall panel unit is eclipsed attached to the building structures.

According to this configuration, since the plurality of outer wall panels are attached to the trunk edge to form the base-integrated outer wall panel unit, the plurality of outer wall panels can be collectively attached to the building frame. Therefore, it is possible to save labor and shorten the construction period compared to a conventional outer wall panel mounting structure in which individual outer wall panels are mounted one by one on the building frame. Since the work of attaching the outer edge of the outer wall panel unit to the building frame can be performed from the slabs or beams on the building frame, there is no need for a scaffold on the outer periphery of the building frame. In addition to being unnecessary, the impact of construction delays due to the scaffolding is reduced.
Moreover, the trunk edge of the outer wall panel unit is positioned on the outdoor side of the slab of the building frame. For this reason, the base-integrated outer wall panel unit can be attached to the building frame as a base-integrated outer wall panel unit without the need to fit the trunk edge between the upper and lower slabs. It can be easily and quickly attached to the building frame.

In the above-described basic configuration, the end portion of the slab and the fastener is attached to wind beam in an intermediate height position between the upper and lower slabs, these fasteners, the furring strip of the outer wall panel unit is bolted or welded and it may be.
In this way, the body wall edge of the outer wall panel unit is fixed to the fastener attached to the end of the slab and the wind-resistant beam, so that the outer wall panel unit can be efficiently attached to the building frame, and the slab end and By attaching to the wind-resistant beam, the outer wall panel unit can be firmly supported.

When the outer wall panel unit is attached to the fastener of the wind resistant beam, more than one outer wall panel unit is disposed between the upper and lower slabs, and one end of the outer wall panel unit is not the slab but the wind resistant panel. only the beams Ru is fixed.

In the above basic configuration , a plurality of the outer wall panel units may be arranged vertically, and opposing ends of the trunk edges of the outer wall panel units adjacent to each other may be connected to each other with a joint plate.
When the upper and lower outer wall panel unit body edges are connected to each other, it is possible to attach a plurality of connected body edges as one, and attach to the building frame. Can be reduced. Further, according to the joint plate, the connection can be made with a simple configuration.

In the above basic configuration , a plurality of the outer wall panel units are arranged vertically, and the trunk edges of the upper and lower outer wall panel units are positioned so as to straddle the beam or slab constituting the building frame and are adjacent to each other vertically. Opposing ends of the body edges of the matching outer wall panel units may be connected to each other. The beam may be a beam that supports a slab, a wind-resistant beam at an intermediate height position between upper and lower slabs , or the like. In this way, when the trunk edge is positioned so as to straddle the beam or slab of the building frame, the scaffold construction is further facilitated.

In the above basic configuration , the outer wall panel may be a metal sandwich panel in which an incombustible heat insulating material is sandwiched between steel plates. When such a metal sandwich panel is used, an outer wall that is lightweight, incombustible, and has good heat insulation can be constructed. By applying the present invention to the outer wall using such a metal sandwich panel, each of the above effects can be effectively achieved as an outer wall panel mounting structure in which the trunk edge is positioned on the outdoor side of the slab of the building frame. Demonstrated.

In the basic configuration, the outer wall panel unit may be located across the pillars of the building frame.

According to the first outer wall panel mounting structure of the present invention, a plurality of outer wall panels arranged in the vertical direction are mounted on a plurality of trunk edges extending in the vertical direction at a plurality of locations in the width direction of the outer wall panel. The outer edge of the outer wall panel unit is located on the outdoor side of the slab of the building frame, and a fastener is attached to the wind-resistant beam located at the intermediate height between the end of the slab and the upper and lower slabs. The outer wall panel is attached to the building frame by fixing the body edge of the outer wall panel unit to these fasteners by bolts or welding, and a plurality of the outer wall panel units are arranged vertically and adjacent to each other in the vertical direction. Opposing ends of the trunk edge of the panel unit are connected to each other by a joint plate, and the trunk edge of the outer wall panel unit arranged in the vertical direction is The opposite end portions of the trunk edge of the outer wall panel unit that are positioned vertically with respect to the beam or slab constituting the object body and are adjacent to each other in the vertical direction are connected to each other, and the outer wall panel is made of non-combustible heat insulating material. Ri metal sandwich panels der sandwiched in steel, is the arrangement more than one exterior wall panel unit is between the upper and lower slab, one of the outer wall panel unit is fixed only to the wind beam rather than one said slab because it is, good workability, the scaffold also unnecessary, labor saving, short construction period reduction can be achieved.

According to the second outer wall panel mounting structure of the present invention, an outer wall panel unit is formed by mounting a plurality of outer wall panels arranged in the vertical direction on a plurality of trunk edges extending in the vertical direction at a plurality of locations in the width direction of the outer wall panel. Fasteners are attached to the wind-resistant beams at the trunk edge of the outer wall panel unit located on the outdoor side of the slab of the building frame, and at the intermediate height between the end of the slab and the upper and lower slabs. The outer wall panel is attached to the building frame by fixing the body edge of the outer wall panel unit to the fastener by bolts or welding, and a plurality of the outer wall panel units are arranged vertically, and the outer wall panel unit The body edge is a hollow member, and the opposite ends of the body wall of the outer wall panel unit adjacent to each other in the vertical direction are fitted between the ends of both body edges. The trunk edges of the outer wall panel units that are interconnected by a material and are arranged vertically are positioned so as to straddle the beam or slab constituting the building frame, and the trunks of the outer wall panel units adjacent to each other vertically. are connected to each other opposite ends of the edge, the outer wall panel, Ri metal sandwich panels der sandwiching the noncombustible heat insulating material of a steel plate, the outer wall panel unit are arranged more than one between the upper and lower slab, Since one end of the one outer wall panel unit is fixed not to the slab but to the wind-resistant beam , the workability is good, no scaffold is required, and labor saving and a short construction period are possible.

(A) is the longitudinal cross-sectional view which shows the attachment structure of the outer wall panel concerning 1st Embodiment of this invention, (B) is the partial horizontal sectional view. (A) is a top view of an outer wall panel unit, (B) is the elements on larger scale which show the attachment part of the outer wall panel to the trunk edge in the same outer wall panel unit. It is a perspective view of the same outer wall panel unit. It is sectional drawing of an outer wall panel. It is sectional drawing of the boundary part of the outer wall panel adjacent up and down. (A), (B) is a perspective view which shows each example of the connection structure of the trunk edges between the outer wall panel units adjacent to each other up and down. It is a perspective view which shows the other example of the connection structure. It is a front view which shows the state which hold | maintained the trunk edge to the groundwork frame used for construction of the attachment structure of an outer wall panel. It is a right view which shows the state which assembled | attached the outer wall panel unit to the same ground frame. It is explanatory drawing of the operation | work which attaches an outer wall panel unit to a building frame. It is a partial horizontal sectional view of other embodiments of the attachment structure of an outer wall panel. It is a fragmentary perspective view of the attachment structure of the same outer wall panel. It is a partial longitudinal cross-sectional view of the reference proposal example of the attachment structure of an outer wall panel. It is a longitudinal cross-sectional view of a prior art example.

  A first embodiment of the present invention will be described with reference to FIGS. Buildings to which this outer wall panel mounting structure is applied are, for example, steel-framed buildings such as warehouses and convenience stores that serve as distribution facilities, and the floors of each floor are composed of slabs 31 in which concrete is placed on deck plates. .

  In FIG. 1, the outer wall panel mounting structure is constructed by mounting a plurality of outer wall panels 22 arranged in the vertical direction on a plurality of trunk edges 23 extending in the vertical direction at a plurality of positions in the lateral width direction of the outer wall panel 22. , The outer wall panel unit 21 as shown in FIG. 10, and the trunk edge 23 of the outer wall panel unit 21 is positioned on the outdoor side of the slab 31 of the building housing 26 as shown in FIG. Is attached to the building frame 26. A plurality of outer wall panel units 21 are installed side by side in the vertical and horizontal directions.

The outer wall panel 22 is a horizontally long fireproof panel having fire resistance and heat insulation. For example, as shown in FIG. 4, the outer wall panel 22 is a metal sandwich panel in which an incombustible heat insulating material 27 is sandwiched between steel plates 28 and 29 on the outdoor side and the indoor side. The incombustible heat insulating material 27 is an amorphous material such as rock wool, but may be a calcium silicate plate or a gypsum board.
FIG. 5 is a cross-sectional view showing joint portions of the outer wall panels 22 and 22 adjacent to each other in the vertical direction. The upper and lower outer wall panels 22 and 22 have a protruding ridge portion and a recessed groove portion that fit together, and the meandering fitting surface prevents rainwater or wind from entering, or the rainwater that has entered easily flows down. The joint shape is as follows.

  In FIG. 1, the trunk edge 23 is a rod-like lower member that serves as a base for mounting the outer wall panel 22 to the building frame 26, and here, a lip groove steel of a lightweight section steel having a C-shaped cross section is used. ing. The trunk edge 23 is provided so that the C-shaped opening side faces the arrangement direction of the trunk edges 23, that is, the width direction of the outer wall panel 22. In addition, the body edge 23 may be a lightweight steel such as a square pipe, or a lip groove steel and a square pipe may be mixed.

  For attaching the outer wall panel 22 to the body edge 23, as shown in FIG. 2B, a shaft-like fixing tool 30 such as a tapping screw with a drill is used. In the same figure, the head of the fixing tool 30 is shown sinking from the surface of the outer wall panel 22, and the fixing tool 30 is placed in the recess 22 a (FIG. 4, FIG. 5) of the joint portion of the outer wall panel 22. This is because the head is located.

  In FIG. 1, as a structure for attaching the trunk edge 23 of the outer wall panel unit 21 to the building housing 26, the fastener 14 is attached to the end of the slab 31 of the building housing 26 and the wind-resistant beam 32, and the outer wall panel unit 21 is attached to these fasteners 14. The body edge 23 is fixed with bolts or welding. The slab 31 has a structure in which a deck plate is placed on the beam 41 of the building frame 26, and concrete is placed thereon, and the end face of the outer wall side is formed of a shape steel 31a such as an inward grooved steel. Yes. The fastener 14 of the slab 31 is fixed to the upper surface of the shape steel 31a by welding or the like. The fastener 14 is made of an L-shaped steel piece or the like, and is partially provided at a portion corresponding to each trunk edge 23.

  FIG. 2B is an enlarged view of the attachment portion of the trunk edge 23 to the fastener 14. In the example of the figure, the lateral piece 14a of the fastener 14 is fixed to the upper surface of the section steel 31a, and the trunk edge 23 is fixed to the standing piece 14b by bolts 42 and nuts 43. The nut 43 may be fixed to the inner surface of the flange of the lip groove-shaped body edge 23 by welding or the like, or may be fixed from the indoor side when bolted. The trunk edge 23 may be fixed to the fastener 14 by welding instead of the bolt 42.

  In FIG. 1, a wind resistant beam 32 is a beam that is provided at an intermediate height position between upper and lower slabs 31 and 31 and supports a wind load acting on the outer wall panel 22 from the inside. The body edge 23 of the outer wall panel unit 21 is attached to the wind-resistant beam 32 by fasteners 14 and bolts / nuts or welding in the same manner as the attachment to the slab 31.

  The height of the outer wall panel unit 21 is lower than the height between the upper and lower slabs 31, 31 in the example of the figure, and the trunk edge 23 of each outer wall panel unit 21 is any of the slab 31, the beam 41, and the wind resistant beam 32. On the other hand, it straddles up and down. The outer wall panel units 21, 21 arranged vertically are connected to each other at opposite ends of the trunk edge 23. Therefore, in the example of the figure, the lower part of the trunk edge 23 of each outer wall panel unit 21 is not directly attached to the building frame 26, but the upper part of the trunk edge 23 connected to the lower side is attached to the building frame 26. As a result, the lower portion of the trunk edge 23 is also firmly supported by the building frame 26.

  In this example, the upper and lower body edges 23 are connected to each other by connecting the joint plates 15 arranged over the outer surface of the end portions of both body edges 23 as shown in FIG. 6A. It is performed by fixing to the trunk edge 23 with a bolt 16 or by welding. The joint plate 15 may be disposed on the inner surface of the trunk edge 23 as shown in FIG.

  In addition to this, as shown in FIG. 7, the end portions of both body edges 23, 23 are connected by providing a fitting member 17 that fits between the end portions of both body edges 23, 23 that are hollow members. You can go there. The fitting member 17 is, for example, partially fitted into and fixed to one of the upper and lower body edges and fixed, and the fitting member 17 is projected in a partially protruding state when the upper outer wall panel unit 21 is installed. The trunk edge 23 is fitted into the part. After this fitting, the fitting part may be fixed with welding or a bolt, but it is not necessarily fixed.

  In addition, as shown in FIG. 1 (B) and FIG. 2 (A), between the slab 31 and the outer wall panel 22, by positioning the trunk edge 23 of the outer wall panel unit 21 on the outdoor side from the slab 31. A gap d is formed along the edge of the slab 31, and the gap d is closed by a filling portion 45 of a refractory material such as mortar or rock wool.

  In order to reduce the gap d, as shown in FIGS. 11 and 12, a notch 31b may be provided at the edge of the slab 31, and the body edge 23 may be disposed in the notch 31b. The inside of the cutout portion 31b is a filling portion 45 filled with the refractory material. In this case, in a place where the notch portion 31b is not provided, the outer wall panel 22 may be in contact with the edge of the slab 31 so that the gap d is not generated, and the gap d is left a little so that the refractory material can be left in the gap d. The filling portion 45 may be used for blocking.

  FIGS. 8-10 shows the process from the assembly of the outer wall panel unit 21 to the attachment to the building frame 26. FIG. In the assembly process for assembling the outer wall panel unit 21, for example, the assembly platform 1 shown in FIGS. 8 and 9 is used. In this groundwork frame 1, lower and upper jig mounting bars 12, 13 are provided on the groundwork frame body 2, which is constructed of a steel frame, so as to be positioned above and below each other. A plurality of lower end fixing jigs 3 and upper side fixing jigs 4 for supporting the trunk edge are attached. Further, a panel lifting device 24 such as a crane is installed at the upper end of the groundwork frame main body 2.

  The lower end fixing jig 3 and the upper fixing jig 4 support the lower end and the upper portion of each barrel edge 23, and each barrel edge 23 is supported in a standing posture in parallel. The outer wall panels 22 are lifted by the panel lifting device 24 one by one on the plurality of trunk edges 23 supported in this standing posture and attached in order from the bottom. Thereby, the outer wall panel unit 21 is assembled in a standing posture. The assembled outer wall panel unit 21 is lifted by using a lifting device 25 such as a crane as shown in FIG. 10, and is attached to the building frame 26 with the assistance of the operator 40.

According to this outer wall panel mounting structure and mounting method, the following advantages can be obtained.
-It is not necessary to lift the outer wall panels 22 one by one, and by lifting a plurality of sheets at once, labor saving and a shorter construction period can be achieved.
-Underground integrated construction is possible in which a plurality of outer wall panels 22 are grounded to the trunk edge 23 serving as a foundation, leading to a reduction in external scaffolding. For example, it was necessary to use a total scaffold for the entire area, but it could be used only for waterstops and screw fixing at the vertical joints, and it could be done only with an aerial work platform or a gondola.
・ In the case of an open joint construction method that eliminates the need to install sealing material or insert gaskets from an external scaffold, or a gasket joint construction method that is attached to the outer wall panel 22 in advance, it eliminates external work using an aerial work vehicle or gondola. be able to.
-The absence of assembly, dismantling and removal of scaffolds will contribute to the improvement of construction safety.
・ External work can be carried out smoothly by eliminating external scaffolding.

In addition, in the said embodiment, the fastener 14 was attached to the edge part of the slab 31, and the trunk | drum 23 of the outer wall panel unit 21 was fixed to this fastener 14, If it shows as a reference proposal example in addition to this, as shown in FIG. The steel beam 33 is provided at an upper position along the edge of the slab 31 on the outer wall panel 22 side, the fastener 14 is attached to the steel beam 33, and the body edge 23 of the outer wall panel unit 21 is fixed to the fastener 14 with bolts or welding. May be.
With such a mounting structure, the steel beam 33 can support the wind pressure, and when the building is a warehouse, for example, the steel beam 33 is also used as a vehicle stop such as a forklift or a base material for fixing the vehicle stop. can do. Therefore, it is preferable that the installation height of the steel beam 33 from the slab 31 is a height that can function as a vehicle stop with respect to the wheels of the forklift traveling on the slab 31.

DESCRIPTION OF SYMBOLS 1 ... Ground frame 14 ... Fastener 15 ... Joint plate 17 ... Insertion member 21 ... Outer wall panel unit 22 ... Outer wall panel 23 ... Trunk edge 26 ... Building frame 31 ... Slab 32 ... Wind-resistant beam 33 ... Steel beam

Claims (3)

A plurality of outer wall panels arranged in the vertical direction are attached to a plurality of trunk edges extending in the vertical direction at a plurality of locations in the lateral width direction of the outer wall panel to form an outer wall panel unit, and the trunk edge of the outer wall panel unit is Located on the outdoor side of the building slab,
Fasteners are attached to wind-resistant beams at intermediate height positions between the end portions of the slab and the upper and lower slabs, and the outer edge of the outer wall panel unit is fixed to the fasteners by bolts or welding. A panel is attached to the building enclosure;
A plurality of the outer wall panel units are arranged vertically, and opposite ends of the trunk edges of the outer wall panel units adjacent to each other in the vertical direction are mutually connected by a joint plate,
The trunk edges of the outer wall panel units arranged in the vertical direction are located across the beam or slab constituting the building frame, and the opposite ends of the trunk edges of the outer wall panel units adjacent in the vertical direction are Interconnected,
The outer wall panels, Ri metal sandwich panels der sandwiching the noncombustible heat insulating material of a steel plate,
More than one outer wall panel unit is disposed between the upper and lower slabs, and one outer wall panel unit is fixed only to the wind-resistant beam at one end, not the slab.
External wall panel mounting structure. A plurality of outer wall panels arranged in the vertical direction are attached to a plurality of trunk edges extending in the vertical direction at a plurality of locations in the lateral width direction of the outer wall panel to form an outer wall panel unit, and the trunk edge of the outer wall panel unit is Located on the outdoor side of the building slab,
Fasteners are attached to wind-resistant beams at intermediate height positions between the end portions of the slab and the upper and lower slabs, and the outer edge of the outer wall panel unit is fixed to the fasteners by bolts or welding. A panel is attached to the building enclosure;
A plurality of the outer wall panel units are arranged vertically, and the trunk edges of these outer wall panel units are hollow members, and the opposite ends of the trunk edges of the outer wall panel units adjacent to each other in the vertical direction are end portions of both trunk edges. Are connected to each other by fitting members that fit in between,
The trunk edges of the outer wall panel units arranged in the vertical direction are located across the beam or slab constituting the building frame, and the opposite ends of the trunk edges of the outer wall panel units adjacent in the vertical direction are Interconnected,
The outer wall panels, Ri metal sandwich panels der sandwiching the noncombustible heat insulating material of a steel plate,
More than one outer wall panel unit is disposed between the upper and lower slabs, and one outer wall panel unit is fixed only to the wind-resistant beam at one end, not the slab.
External wall panel mounting structure. The outer wall panel mounting structure according to claim 1 or 2 , wherein the outer wall panel unit is located across a column of the building frame.

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