JP2014181530A - Shrinkage control system for structure pillar of horizontally stacked wall - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a shrinkage control system for a structure pillar that receives a load, is a structural member and has a shrinkage function, the shrinkage control system which is necessary for designing a spatial hall and a multiple floor because a period from a green wood of the wall material to an air-dried wood after being built takes several years with respect to the wall of a wooden architecture by a horizontally stacked wall construction method, and meanwhile, the shrinkage is conducted in a wall height direction and accordingly unevenness occurs in the eaves height, and unevenness adjustment is always made and a stable joining method is necessary.SOLUTION: A shrinkage control system for a structure pillar of a horizontally stacked wall is configured as follows: unevenness adjustment with a wall assembly receiving a vertical load of a horizontally stacked wall construction method is provided in the joining part of a structure pillar engaged with beams; a capital part joint of the structure pillar is a long tenon, and a tenon hole is provided in an engaging beam; a long tenon has a length of gap in conformity to a shrinking length of a wooden horizontally stacked wall construction method; the long tenon equal to or more of a height of a wall and a pillar is provided in a final shrinking period; and the control is performed by the rotation of the bolt and nut connecting unevenness adjustment hardware installed at the joining part between the beam and the structure pillar.

Description

The present invention is a joint of beams engaged with a structural column subject to a vertical load, in which the wall height of the horizontal wall construction method of the schoolhouse structure, the Itakura structure, the log structure method, and the wooden construction of the log house has shrinkage due to aging and drying. The present invention relates to the shrinkage adjustment system of horizontal wall structural columns for unevenness adjustment.

In the present invention, the wall of the horizontal wall construction method of the schoolhouse structure, the Itakura structure, the log structure method, and the wooden construction of the log house is constructed from “drying”, “familiarity”, “load” and then from the raw material of the wall material to the air drying material It takes several years for the wall material to have a large diameter, including the core material. In the meantime, the wall shrinks in the direction of the wall height. When the wall and column are combined, the wall shrinks and the column There is no contraction, so unevenness occurs at the height of the building eaves, and regular unevenness adjustment is performed.
As shown in Fig. 8, a screw jack is used for unevenness adjustment, but the connection with the beam at the upper end of the screw jack is a pin connection, and the connection with the column at the lower end of the screw jack is the same. It is a pin connection, which is an unstable connection method. Therefore, in a column joint, it moves sideways under heavy load, so this joint is structured as an apparent column at the tip of the cantilever, where no load is applied. It is used as a design, not as.
In horizontal wall construction, floor beams and roof beams are supported by horizontal walls, so the space between walls is limited and a large space cannot be obtained. The weight of is added to the horizontal force fixed load, which is disadvantageous.
Artificial drying is used to dry the wall material. Plates and small cross-section members are used, but large cross-section materials have a long distance to the core and are not effective with the current artificial drying technology.
A construction method that uses raw materials and can cope with aging and drying is necessary.
A shrinkage adjustment system for horizontal wall structural columns that are loaded and structural members and have a shrinking function and its uneven adjustment hardware are required, which is necessary for the design of space halls and multi-story floors.

Patent Publication 2001-348951

Log assembly technical standards and explanation Japan Architecture Center Living in a dream log cabin (quarterly magazine) Mountain and Valley Company

The wall of the horizontal wall construction method of the wooden building has a large wall material diameter during the period from the construction of `` drying '', `` familiarity '', `` loading '' to the change from the raw material of the wall material to the air drying material. It will take several years to include, during which the shrinkage will occur in the wall height direction, when the wall and pillar are combined, the wall will shrink and the pillar will not shrink, so the building eave height will be uneven, Non-landing adjustment is always performed.
A screw jack is used for uneven adjustment, but the connection with the beam at the upper end of the screw jack is a pin connection, and the connection with the pillar at the lower end of the screw jack is also a pin connection, which is unstable. This is a joining method, so the column joint moves sideways under heavy load, so this joint is used as a design, not as a structure, as an apparent column at the tip of the cantilever, where no load is applied. The
A construction method that uses raw materials and can cope with aging and drying is necessary.
A shrinkage adjustment system for horizontal wall structural columns that are loaded and structural members and have a shrinking function and its uneven adjustment hardware are required, which is necessary for the design of space halls and multi-story floors.

  The first device for solving the above-mentioned problem is a joint of a wall column that receives a vertical load of a horizontal wall construction method and a structural column that engages the lower part of the beam with the uneven adjustment of the floor height and eave height. In this case, the column head joint of the structural column is a long tenon, the engaging beam is provided with a tenon hole, the long tenon has a gap length that matches the shrinking length of the wooden lateral wall construction method, and at the time of final shrinkage The length of the wall and column is longer than the height of the column, and the adjustment is performed by the bolts and nuts connected to the uneven adjustment hardware installed at the joint between the beam and the structural column, and the structural column of the horizontal wall is contracted by rotating the double nut. Adjustment system.

In addition, the second device is the structural column at the joint of the beam or foundation that engages the lower part of the structural column with the wall group that receives the vertical load of the horizontal wall construction method and the floor height and eaves height adjustment. The column base part of the column has a long side, and the engaging beam or base is provided with a side hole, which has a gap length that matches the shrinking length of the wooden lateral wall construction method. The horizontal width is characterized by the rotation of bolts, nuts and double nuts that connect uneven adjustment hardware installed at the joint between the beam or foundation and the structural column. It is a shrinkage adjustment system for wall structural columns.

The wall material of the horizontal wall construction method has a diameter of 30 to 40 centimeters, and the number of wall steps ranges from 10 to 15 steps. The stacking gaps come into contact with each other according to the weight of the load. Furthermore, as the wood dries, the fiber width direction shrinks, so the entire floor shrinks. As with the wall assembly, the shrinkage is performed in the structural column, and the unevenness adjustment is performed by the structural column shrinkage adjustment system of the horizontal wall.

This is a method to perform the shrinkage adjustment system and unevenness adjustment hardware for the structural column of horizontal wall at the column base joint.
The wooden horizontal wall construction method is a one-story building and a two-story structure behind the hut. The walls that support the load are transmitted by horizontal walls. There are an outer wall, an inner wall, and an inner vertical support wall, but the wall structure requires a lot of material for vertical load transmission. Walls that support the outer wall and horizontal force are necessary, but the other walls can be changed to pillars if the height between the ceiling and the floor is adjusted, and it can be changed to a lighter amount of the partition wall. In the absence of a wall set, the interior becomes a large overlooked space, and there are many uses for buildings other than houses. By reducing the volume of the entire wall of the building and reducing the fixed load, the horizontal force is reduced, the material cost is reduced, and the number of floors can be increased if unevenness adjustment is made. It will bring about changes in the structural plan of the construction of the horizontal space structure and the stacking of floors.

It is the perspective explanatory view which showed the shrinkage | contraction adjustment system of the structural pillar of a horizontal wall, a non-land adjustment hardware, and an installation position. Example 1 2 is an explanatory view showing a cross section of Example 1. FIG. It is explanatory drawing which showed the elevation | surface of the uneven-adjustment hardware attached to a structural pillar and a beam. Example 1 It is elevation explanatory drawing which showed the cross section (four bolts). Example 1 It is explanatory drawing which showed the plane of the unevenness | adjustment hardware attached to the beam of Example 1. FIG. It is explanatory drawing which showed the plane of the unevenness | adjustment hardware attached to the pillar of Example 1. FIG. It is explanatory drawing which showed the shrinkage | contraction adjustment system of the horizontal wall structural pillar located between the foundation and the structural pillar, and a non-land adjustment hardware perspective view. (Example 2) It is perspective explanatory drawing which showed the installation position of the screw jack.

  The shrinkage adjusting system and the unevenness adjusting hardware for the structural column of the horizontal wall according to the present invention will be described with reference to the drawings.

Fig. 1 is a detailed perspective view of the position of the structural column (3) engaged with the beam (2) of the horizontal wall construction method (1), the structural column contraction adjustment system, and the unevenness adjustment hardware (4).
The end of the structural pillar (3) has a long side (5), and the engaging beam (2) has a side hole (6) that is machined in the floor height direction of the horizontal wall construction method (1). Clear the length to be shrunk.
The uneven adjustment hardware (4) connected to the beam (2) and the structural column (3) includes a bolt (7), a double nut (8), and a nut (9) to adjust the gap. The uneven adjustment hardware (4) has a beam joint (10) to be joined to the beam and a structural pillar joint (11) to be joined to the structural column, and a bolt (7) is placed between them, and a double nut (8) is placed inside. And nuts (9) are arranged on both sides of the end.
FIG. 2 is an explanatory view showing a cross-sectional view of the first embodiment. A long pillar is provided at the tip of the structural column, and the symmetrical structure with the long tenon (5) as a core is provided. The height is adjusted by a double nut (8). Adjust with, and tighten with the nut (9) at the rear end.
FIG. 3 is an explanatory view showing elevations of a total of two bolts (7) according to the first embodiment.
FIG. 4 is an explanatory diagram showing elevations of a total of four bolts (7) according to the first embodiment.
FIG. 5 is an explanatory view showing a plan view of a beam joint (10) non-land adjustment hardware (4) attached to the beam of the first embodiment.
FIG. 6 is an explanatory view showing a plan view of the structural column joint (11) non-land adjustment hardware (4) attached to the column of the first embodiment.

FIG. 7 is a perspective view illustrating the second embodiment and used for the base (12) with which the column base of the structural column (3) is engaged. The position of the structural column (3) that engages the foundation (12) of the horizontal wall construction method (1), the structural column shrinkage adjustment system, and the unevenness adjustment hardware (4).
The end of the structural column (3) has a long side (5), and the base (12) to be engaged is formed with a side hole (6) in the floor height direction of the horizontal wall construction method (1). Clear the length to be shrunk.
The uneven adjustment hardware (4) connected to the base (12) and the structural pillar (3) includes a bolt (7), a double nut (8), and a nut (9) to adjust the gap. The uneven adjustment hardware (4) has a beam joint (10) to be joined to the beam and a structural column joint (11) to be joined to the structural column. And nuts (9) are arranged on both sides of the end.

The addition of a new method that can adjust the unevenness in terms of structural strength to the vertical load transmission of the horizontal construction method increases the indoor space configuration, creates a multi-level structure, reduces the volume of wall material, and reduces the cost. Can contribute. The log has a large cross section, and it takes several years to dry from raw material to air-dried material, but the material can be constructed in consideration of the shrinkage of the wood without waiting for drying.

DESCRIPTION OF SYMBOLS 1 Horizontal wall construction method 2 Beam 3 Structural column 4 Non-land adjustment hardware 5 Long side groove 6 Side hole 7 Bolt 8 Double nut 9 Nut 10 Beam joint 11 Structural column joint 12 Base 13 Horizontal wall 14 Hardware 15 which welded the bolt Hardware that bolts can be pushed through with nuts

Claims (2)

In the joint of the structural column that engages the lower part of the beam with the wall set that receives the vertical load of the horizontal wall construction method and the floor height, eave height adjustment, the column head joint of the structural column is a long side, The beam to be engaged is provided with a tenon hole, the long tenon has a gap length that matches the shrinkage length of the wooden lateral wall construction method, and has a long tenon that is higher than the height of the wall and column at the final shrinkage, The horizontal wall structural column shrinkage adjustment system is characterized in that the adjustment is based on the rotation of bolts, nuts and double nuts connected to the uneven adjustment hardware installed at the joint between the beam and the structural column.
  The column base joint of the structural column is long at the joint of the beam or foundation that engages the vertical adjustment of the height and eave height with the wall group that receives the vertical load of the horizontal wall construction method. It is a sword, a sword hole is provided in the beam or base to be engaged, and the long sword has a gap length that matches the shrinking length of the wooden lateral wall construction method, and it is at least the height of the wall and pillar at the time of final shrinkage A horizontal wall structural column shrinkage adjustment system characterized by the rotation of bolts, nuts, and double nuts, which have long ridges, and the adjustment is made by connecting bolts, nuts, and double nuts, which are installed at the joints between beams or foundations and structural columns. .