JP6010799B1 - Panel panel wall construction method - Google Patents

Abstract

PROBLEM TO BE SOLVED: To form a wooden board wall or the like at a construction site, the construction work time at the site becomes long and complicated work is required. Furthermore, due to the assembly variation of the plate wall, the fitting accuracy between the plate wall and the girder member may be reduced, and the strength of the entire plate wall may be reduced. SOLUTION: A plurality of grooves having a predetermined depth along a direction perpendicular to one edge portion from the other edge portion are provided on one surface of each of a plurality of plate members joined and connected to a plate panel to be a plate wall. It is assumed that a bar is inserted into the groove and the plates are fixedly connected to each other. [Selection] Figure 1

Description

The present invention relates to a plate panel wall construction method .

  Conventionally, as a wall structure of this type of building, for example, a plurality of pillars provided at intervals on a base member and a girder member and a wooden board wall provided between adjacent pillars are provided. It is constructed by sequentially joining single wooden plates, and a convex strip along the longitudinal direction is formed on either the upper or lower edge of the single plate, and the convex strip of the single plate adjacent to the other upper or lower edge is formed. Forming concave stripes along the longitudinal direction to be engaged, and configuring the single plate by engaging the convex stripes and concave stripes and sequentially joining them, to each of the multiple single plates arranged in the plate wall, on the edge There is one in which a plurality of through-holes along a perpendicular width direction are formed at a predetermined interval, and rods are inserted into the through-holes to connect the single plates (Patent Document 1).

JP 2000-192574 A

  In the conventional technique, a plurality of through holes extending in a width direction perpendicular to the edge are formed at predetermined intervals in each of a plurality of single plates arranged between columns provided at intervals on a base member. Then, a bar is inserted into the through hole to connect the single plates to form a wooden plate wall.

  Therefore, at the construction site, a plurality of through holes arranged along the width direction perpendicular to the edge are formed at a predetermined interval in each of the arranged individual boards, and a bar is inserted into the through holes to insert the bars. Since they are connected to each other to form a wooden board wall, the assembly time at the site becomes long and complicated work is required. Furthermore, the strength of the plate wall may be reduced due to variations in assembly operations.

  Moreover, after forming a wooden board wall between the pillars provided at intervals by the above operation, the construction of the wall is completed by fitting the girder member into the pillar and the board wall.

  Therefore, the construction work time at the site becomes long and complicated work is also required. Furthermore, due to the assembly variation of the plate wall, the fitting accuracy between the plate wall and the girder member may be reduced, and the strength of the entire plate wall may be reduced.

The plate panel wall construction method according to the first embodiment of the present invention for solving the above problems includes a base member, a girder member provided above the base member, and a lower end fixed to the base member. A plurality of pillars having upper ends fixed to the girder member and spaced apart from each other; a base portion receiving material having a predetermined width along the base member on the side of the girder member of the base member; and A girder receiving material having a predetermined width is formed along the girder member on the base member side, and a notch is provided at one end of the plurality of columns facing each other on the column side ,

Both edges of a plane parallel to the longitudinal direction, both ends of a plane perpendicular to the longitudinal direction, a convex strip along the longitudinal direction on the one edge, and a concave strip along the longitudinal direction of the main body on the other edge; , A plurality of plate members are joined and connected in a state where the convex strip portion of one plate member and the concave strip portion of the other plate member are engaged,
Grooves with a predetermined depth along a direction perpendicular to one edge portion from the other edge portion are provided at a plurality of locations at a predetermined interval on one surface of each of the plurality of plate members joined and connected. A plate panel in which a bar is inserted into the groove and the plates are fixedly connected to each other ,

The edge portion parallel to the base member of the plate panel is formed at a right angle, and both end portions and the edge portion parallel to the girder member are provided with a predetermined inclined portion toward the thickness direction of the plate panel, Fit one edge of the plate panel along the base member and the other edge of the plate panel along the girder member, and fit each end of the plate panel into the notch of each of the pillars, The plate panel is fixed to the receiving member and the notch portion of the column by a predetermined fixing means .

The plate panel wall construction method according to the first embodiment of the present invention is to form a shaft group surrounded by columns, foundation members, girders, and receiving materials, and to place the plate panel on one edge of the plate panel. Along the member and the other edge of the plate panel along the girder member, each end of the plate panel is fitted into a notch in each column .

Thus , the plate panel, one edge of the plate panel along the base member and the other edge of the plate panel along the girder member, each end of the plate panel is a notch of each column Therefore, while ensuring dimensional accuracy, it is possible to produce construction accuracy of a plurality of columns in response to the plate panel and to hold the plurality of columns and the base member or the girder member at a right angle. In other words, it can greatly help the vertical correction of the column during construction .

On the other hand, the plate panel is provided with grooves of a predetermined depth along a direction perpendicular to one edge portion from the other edge portion at a predetermined interval on one surface of each of the plurality of plate materials joined and connected. A bar is inserted into the groove, and the plates are fixedly connected to each other.

Thereby, a plurality of plate members of uniform shape and size are joined and connected, and a groove along a perpendicular direction is provided on one side surface, and a bar is inserted into the groove, so that the strength of the plate panel itself is increased. Can be secured. In addition, since the plate panels can be manufactured in advance in a factory or the like, it is not necessary to assemble the plate panels at the construction site.

  Further, since the plate panel can be fitted from one side into the shaft group surrounded by the pillar, the base member, the girder member, and the receiving material, the work is simplified and the workability can be improved.

Furthermore, the edge part in parallel with the base member of the board panel is formed at a right angle, the edge part in parallel with the both ends and the girder member is provided with a predetermined inclined part in the thickness direction of the board panel,
Fitting one end of the plate panel along the base member and the other edge of the plate panel along the girder member, and fitting each end of the plate panel into the notch of each of the pillars; The said board panel is fixed to the said receiving material and the notch part of the said column with a predetermined fixing means.

As a result, when the plate panel is constructed, the other edge portion parallel to the base member is formed at a right angle, so when the plate panel is fitted into the shaft assembly, the edge portion is aligned with the base member. The plate panel can be fitted into the shaft assembly with high accuracy while ensuring the horizontal reference.

Moreover, the inclination part provided in the edge part along in parallel with the both ends of a board panel and a girder member becomes a clearance with a pillar and a girder member, and it can aim at stabilization of a fitting operation | work. Furthermore, since the inclined portion provided at the both ends of the plate panel and the edge portion parallel to the girder member can be grounded without a gap between the pillar notch corner and the surface facing the base member of the girder member, The shaft assembly can be integrated to increase the structural strength.

  Panel panel wall construction exploded view   Board panel wall construction figure   Example of plan view of plate panel construction in one-story building   Detailed view of board panel bar (for example, vertical beam)   Plane panel wall construction horizontal section   Panel panel wall construction vertical section   Board panel wall construction procedure diagram 1   Board panel wall construction procedure diagram 2   Board panel wall construction procedure diagram 3

  With regard to a plate panel constituting a wall of a building which is an embodiment of the plate panel of the present invention, the structure of the plate panel and the building construction method according to the embodiment will be described below with reference to FIGS. .

  As shown in FIG. 1, the wall of the building comprises a base member 1 provided on the foundation (not shown) of the building, a girder member 2 provided on the upper part facing the base 1, a base member 1 and a girder member 2. A plurality of pillars 3 that are connected at the same time, a plate panel 5 that is fixed within a frame surrounded by the pillars 3 adjacent to each other, the base member 1 and the girder member 2, and this plate In order to fix the panel 5, it comprises using the receiving material 4 each installed in the base member 1 and the girder member 2. FIG.

  As shown in FIGS. 1, 2, and 4, the plate panel 5 has a convex strip 56 along the longitudinal direction on one edge 54 a and a concave strip 57 along the longitudinal direction of the main body on the other edge 54 b. A plurality of plate members 50 are joined and connected in a state in which the convex strips 56 of one plate member 50 and the concave strips 57 of the other plate member 50 are engaged.

  Further, grooves 58 having a predetermined depth along a direction perpendicular to one edge 52 from the other edge 52 to the other edge 51 are provided at predetermined intervals on one surface of each of the plurality of plate members 50 joined and connected. The bar material (for example, vertical residue) 55 is inserted into the groove 58 and the plate members 50 are fixedly connected to each other.

  As a result, a plurality of plate members 50 having a uniform shape and size are joined and connected to each other, and a groove 58 along a perpendicular direction is provided on one surface, and a bar (for example, a vertical residue) 55 is inserted into the groove 58. Therefore, the strength of the plate panel 5 itself can be ensured.

  Moreover, since the board panel 5 can be manufactured in a factory etc. beforehand, it can be carried in to the construction site shown in FIG. 3, and can be directly installed in each predetermined location as a building wall in a construction site. Therefore, the work of assembling the plate panel 5 at the construction site is not necessary.

  In this embodiment, the number of the grooves 58 formed on one surface of each of the plurality of plate members 50 connected to the plate panel 5 is two, and the direction from the one edge portion 52 to the other edge portion 51 is perpendicular. It is provided along. Further, it is more desirable that the separation distance of the groove 58 from the plate panel end portion 53 is approximately the same as the width of the plate material 50.

  Thereby, the intensity | strength of the board panel 5 whole can be ensured, making the connection of each some board | plate material 50 strong. Further, the work of assembling the plate panel 5 is simplified, and the work time can be shortened.

  Further, a U-shaped shaving process (notch) equal to the width and thickness of a bar (for example, vertical residue) 55 to be incorporated is formed to form a groove 58 having a predetermined depth, and from one edge 52 to the other edge. A bar (for example, a vertical residue) 55 having a dimension extending over 51 is embedded and fixed in the groove 58.

  Thereby, the intensity | strength of the board panel 5 whole can be ensured, making the connection of each some board | plate material 50 strong. Further, the surface of the plate panel 5 can be flattened.

  The construction method of the wall structure of the building which concerns on the board panel 5 of this invention is demonstrated. In order to simplify the explanation, the structure of the wall having two columns 3 will be described with reference to the construction process diagrams shown in FIGS.

  First, as shown in FIG. 7, the tenon 31 that fits in the base member 1 of the one pillar 3 is inserted into the base mortise 11 provided in the surface 12 facing the upper girder member 2 of the base member 1 installed. One column 3 is built, and a tenon 31 that fits in the spar member 2 of the other column 3 is inserted into the spar mortise 21 provided on the surface 22 of the upper spar member 2 facing the base member 1, Form.

  In addition, as shown in FIG. 7 (and FIG. 1), the edge ridge 59 of the plate panel 5 extends along the longitudinal direction of the pillar 3 at one corner of the pillars 3 adjacent to each other. A cutout portion 32 is provided so as to align with the cutout corner 33 of the pillar 3.

  Next, as shown in FIG. 8 (and FIG. 1), a receiving member 4 of a rectangular cross-section columnar member is provided on each of the base member 1 and the girder member 2 facing each other, and the panel contact at the notch 32 of the column 3 is provided. The ground 35 and the panel grounding surface 41 of the receiving member 4 of the rectangular cross-section columnar member are fixed without a step.

  Further, as shown in FIG. 8, after the joint portion 34 of the pillar 3 to the base member 1 and the girder member 2 is fixed by a predetermined fixing means, the base member 1 and the girder member 2 are fixed between the plurality of pillars 3. The receiving material 4 is fixed to the opposing surfaces 12 and 22 by a predetermined fixing means. At this time, the panel grounding surface 35 of the pillar 3 and the panel grounding surface 41 of the receiving member 4 are constructed so as not to be stepped.

  Next, as shown in FIG. 9, the edge portion 51 that is parallel to the base member 1 of the plate panel 5 is placed on the surface 12 facing the beam member 2 of the base member 1, and is along the notch portion 32 of the column 3. To the edge 52 that runs parallel to the girder member 2 from each end 53 of the plate panel 5 and into the shaft assembly surrounded by the base member 1, the girder member 2, and the column 3. The panel ground surfaces 35 and 41 of the material 4 and the plate panel 5 are fitted with no gap, and are fixed to the receiving material 4 and the notch 32 of the column 3 by a predetermined fixing means.

  As a result, the plate panel 5 is arranged such that one edge 51 of the plate panel 5 extends along the base member 1 and the other edge 52 of the plate panel 5 extends along the girder member 2 to each end of the plate panel 5. 53 is fitted in the notch 32 of each pillar 3, so that the dimensional accuracy is secured and the construction accuracy of the plurality of pillars 3 is generated in response to the plate panel 5, and the plurality of pillars 3 and the base member 1, Or the girder member 2 can be held at a right angle. That is, it can greatly help the vertical correction of the pillar 3 at the time of construction.

  Moreover, since the board panel 5 can be fitted from one side into the shaft group surrounded by the pillar 3, the base member 1, the girder member 2, and the receiving member 4, the work is simplified and the workability is improved. be able to.

  As shown in FIG. 5, the shape of the plate panel end portion 53 has a predetermined inclination toward the thickness direction of the plate panel 5 with reference to the end flange 59 on the side where the bar (for example, vertical residue) 55 is embedded. I cut it. Moreover, as shown in FIG. 6, the edge part 52 in alignment with the girder member 2 of the board panel 5 is also inclined and cut. However, the edge part 51 in parallel with the base member 1 is formed at a right angle.

  Thereby, at the time of construction of the board panel 5, the inclination provided in both the edge parts 53 and the one edge part 52 of the board panel becomes a clearance with the pillar 3 and the girder member 2, and aims at stabilization of a fitting operation | work. be able to.

  Moreover, since the inclination provided in both the edge parts 53 and one edge part 52 of a board panel can be grounded without a space | gap to the surface which opposes the pillar notch corner 33 and the base member 1 of the girder member 2, board panel 5 and the shaft assembly can be integrated to increase the structural strength.

  Furthermore, since the other edge 51 parallel to the base member 1 is formed at a right angle, by fitting the other edge 51 to the base member 1 when the plate panel 5 is fitted into the shaft assembly, The plate panel 5 can be fitted into the shaft assembly with high accuracy while ensuring the horizontal reference.

DESCRIPTION OF SYMBOLS 1 Base member 2 Girder member 3 Pillar 4 Receiving member 5 Board panel 11 Base mortise 12 Surface 21 facing the girder member of the base member 22 Girder mortar 22 Surface 30 facing the base member of the girder member 31 Tenon 32 Column notch 33 Column cut-out corner 34 Joint 35 Column panel grounding surface 41 Panel grounding surface 50 of receiving material Plate material 51 Edge 52 in parallel with base member of plate panel Edge 53 in parallel with girder member of plate panel Board panel edge 54 Board panel edge 55 Bar (eg vertical rail)
56 Convex section 57 Concave section 58 Groove 59 End flange

Claims (1)

A base member, a girder member provided above the base member, a plurality of pillars provided with a lower end fixed to the base member and an upper end fixed to the girder member and spaced apart from each other, and the base member Forming a base portion receiving material having a predetermined width along the base member on the side of the girder member, and a girder receiving member having a predetermined width along the girder member on the base member side of the girder member, A notch is provided at one end of the plurality of columns facing each other,
Both edges of a plane parallel to the longitudinal direction, both ends of a plane perpendicular to the longitudinal direction, a convex strip along the longitudinal direction on the one edge, and a concave strip along the longitudinal direction of the main body on the other edge; , A plurality of plate members are joined and connected in a state where the convex strip portion of one plate member and the concave strip portion of the other plate member are engaged, and on one side surface of each of the plurality of plate members joined and connected, Grooves with a predetermined depth along a direction perpendicular to the other edge from one edge are provided at a plurality of locations at predetermined intervals, and rods are inserted into the grooves so that the plates are firmly attached to each other. a plate panels being,
The edge part parallel to the base member of the plate panel is formed at a right angle, the edge part parallel to the both ends and the girder member is provided with a predetermined inclined part toward the thickness direction of the plate panel,
Fitting one end of the plate panel along the base member and the other edge of the plate panel along the girder member, and fitting each end of the plate panel into the notch of each of the pillars; A plate panel wall construction method, wherein the plate panel is fixed to the receiving member and the notch of the column by a predetermined fixing means.

Images