JPS60258352A - Construction of wood house having iron reinforcement combined wall structure - Google Patents

Abstract

(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

[Detailed Description of the Invention] Wooden houses constructed using conventional methods are expensive and have large beam backs! - Since it uses beam materials and a complicated jointing method, it requires a lot of construction work, which inevitably leads to a long construction period and high construction costs. As an improvement method, two-piece beams made of lightweight steel sections and sandwiched beams made of wood and lightweight steel sections are also used.
), but this is only an attempt to save materials and is far from achieving the goal of shortening construction man-hours. In addition, the Building Standards Act limits the total height of wooden structures to 10 meters or less in some areas, and an 8-story wooden house using conventional construction methods cannot meet this requirement.
Considering the current situation, there are almost no new constructions of 1111s wooden houses.

In the present invention, lightweight @ beam (square or rectangular) square tube steel and 2C50X150 4.5t composite beam (road material 12
By appropriately using materials such as 0x240 (equivalent to 0x240), we succeeded in reducing the overall height of the building by approximately 1rn.In order to further reduce construction man-hours, we adopted the following Cabanel-resistant structure. It is. We use a composite column with a rounded splint glued to it to form a groove for inserting the wall panel P into the column 0, but this purpose can also be achieved by cutting a groove into a column with a large diameter. It is.

By T-joining the panel (1) and the secondary main body, the panel frame material (6) can exert its structural strength as a through material.

The panel thickness will be around 60mm, which allows for 50mm thick insulation material to be injected. Also, the panel frame (T) is 50 yen as a tribute material.
One width can weigh up to 100g.

This panel (b) is fixed with a trunk gap (2).

By adopting this shikiguchi, we were able to achieve both the objectives of increasing structural strength and reducing construction costs.

The main issue is 1! Structural earthwork 3! ll: A roof is not used, but a light roof is used, but illustrations and explanations of the roof structure will be omitted.

Figure 1 is an external view of the joint between the wooden pillar (0 and steel beam 03).The joint fitting () is a modification of the seat fitting, but the back face of the fitting (J) has a press-fit dowel a). It has a structure that includes: The end face of the steel beam (6) is cut at right angles and fitted into this metal fitting (JJ), and nine pilot holes are cut in advance on the side of the metal fitting. and the beams are joined.

Figure 2 is a cross-sectional view of the joint between the column and the panel (2). It is better to fit deeply into the (goods). The frame ω of the panel (G) adopts a joint method in which a hidden nail H is driven through the splint (4) and diagonally into the inside of the column C in this part.

The inner wall of the panel (b) is covered with plasterboard or asbestos 7 flexible board, and then wallpaper is directly attached to it, and when the inner wall material is painted, it becomes a true wall finish. If you attach flat slate boards to the outside wall and finish it with white plaster, it will become a true wall. Furthermore, as a method of finishing the outer wall as a large wall, as shown in Figure 8, by placing the frame wood (■) on the outer wall side and increasing the wall thickness of the pillar (Q) by the same thickness as the splint, the same protrusion as the splint By nailing flat slate boards to these pages, caulking the joint surfaces, and spraying an acrylic lysine finish, this will create a large wall structure. It is also possible to save construction methods.This method of exterior wall construction can be used as is when finishing large interior walls.

As stated on paper, the present invention clears the restrictions of Article 55 of the Building Standards Act, since the 8-story wooden house can be built approximately 1 meter lower than conventional construction methods, and also meets Article 56, Paragraph 1, Item 1 and Article 56 of the Act. It also constitutes advantageous conditions regarding the restriction in item 2, and furthermore, the same paragraph 8
This achieved a building structure that cleared the northern diagonal line restriction of the No. 1 issue.In addition, the building frame could be completed without using most of the joints of the American construction method, and the number of man-hours for interior and exterior construction was significantly reduced. It was a success, and the effects of the resulting invention are significant.

[Brief explanation of drawings]

Fig. 1 is a drawing of the joint between the wooden pillar C and the steel beam (6), and Fig. 2 is a drawing of the joint between the wooden pillar (Q) and the panel (b).
The figure is a cross-sectional view of the wall (flannel) used to construct the outer wall into a large wall structure.

Claims (1)

[Claims] In the steel frame combination housing construction method, C-shaped lightweight steel composite beams or square tubular steel beams are connected to wooden pillars with back gaji bell structure seat fittings, etc., and splints for fitting the second panel are glued to the wooden pillars. A steel frame characterized by a framework structure in which a panel fitting groove is formed, a wall panel is fitted into this, the panel and column are connected with nail joints, etc. to form an integrated load-bearing wall, and this is fixed from the top using the body diameter. Combined wooden house construction method.