JP2013036330A - Wall structure using hollow plastic module - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a construction technique of building total size replacing conventional masonry elements.SOLUTION: A wall is formed by stacking hollow plastic module type elements from a metal groove-shaped material on a lower side to a metal groove-shaped channel material on an upper side while making dovetail joints at upper and lower faces thereof, and this structure is reinforced by vertical steel bars 4 penetrating through a prefabrication type module via vertical grooves extending from the lower side groove-shaped material to the upper side groove-shaped material of the module. The module interacts with a reinforcing steel structure consisting of a U-shaped brick prefabrication type rectangular armex base 1 or four horizontal steel bars, four corners of the module are supported by abutting with coils 5, and both ends of the module are connected to vertical elements 2 called column.

Description

  Plastic blocks (see Fig. 1 (1)) or hollow plastic foam (mold) (see Fig. 2 (1)) as construction elements (elements) and sheet steel grooves (channels) (Figs. 3 and 4 (2 and 3)), round steel bars (see FIGS. 3 and 4 (4)) and metal or plastic mesh (see FIG. 6 (6)), prefabricated walls, resulting in housing A module (see FIGS. 3 and 4) having the following structure is manufactured.

  Plastic blocks (see Fig. 1 (1)) (registered name of utility model No. 967) or hollow plastic foam (see Fig. 2 (1)) are sheet steel grooves (see Fig. 3 and Fig. 4 (2 and 3)) ), Round steel bars (see FIGS. 3 and 4 (4)) and any kind of metal or plastic mesh (see FIG. 6 (6)) that can be used to build a house, There is no building-wide construction technology that replaces the masonry elements with the aforementioned elements.

  All of the above elements work together to obtain a prefabricated module (see FIGS. 3 and 4). These modules are either plastic blocks (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (FIG. 4)) that are aligned by sliding them into sheet steel grooves (see FIG. 3 and FIG. 4 (2)) on the right side. 1)), and the sheet steel groove serves as the base of a building using plastic blocks (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)), and has the desired Stacked indefinitely in the next row until reaching height.

When this is achieved, round steel is passed through guide grooves (tubes) (see FIGS. 1 and 2 (2)) of a plastic block (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)). The rods (see FIGS. 3 and 4 (4)) are inserted from above in a vertical position and stacked until they reach the bottom of the sheet steel groove (see FIGS. 3 and 4 (2)) that serves as the base.
Here, the sheet steel grooves are arranged in the opposite direction (see FIGS. 3 and 4 (4)) and contact the round steel bar (see FIGS. 3 and 4 (4)) on the upper side, so that later the plastic Round steel bars (FIGS. 3 and 4) at both ends of a module (see FIGS. 3 and 4) composed of a block made of steel (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)). 4)) can be soldered (brazed) into the lower steel groove (see FIG. 3 and FIG. 4 (2)) and the upper steel groove (see FIG. 3 and FIG. 4 (3)). A high frame is made.

  Furthermore, both ends are regulated left and right by a round steel bar (see FIGS. 3 and 4 (4)), and at the bottom (see FIGS. 3 and 4 (2)) and the upper part (see FIGS. 3 and 4 (3)). In a continuous module (see FIG. 3 or FIG. 4) in which both ends of the sheet steel groove are soldered, another intermediate round steel bar is replaced with a plastic block (see FIG. 3 (1)) or a hollow plastic foam (FIG. 4 (1)). (See FIG. 1 and FIG. 2) and may be arranged by sliding (see FIG. 3 and FIG. 4 (4)). These are freely arranged at both ends of the lower sheet steel groove (see FIGS. 3 and 4 (2)) and the upper sheet steel groove (see FIGS. 3 and 3 (3)).

  The round steel rods (see FIGS. 3 and 4 (4)) are placed 80 cm to 120 cm apart depending on the length of the module (see FIGS. 3 and 4), and respond to seismic shaking when necessary. Since the lower part (see FIGS. 3 and 4 (2)) and the upper part (see FIGS. 3 and 4 (3)) are held by the sheet steel groove, both horizontal and vertical directions are free. It acts as an element that dissipates earthquake energy by sliding (sliding). This round steel bar (see FIG. 3 and FIG. 4 (4)) acts as a support element that resists gravity and does not show significant lateral deformation, either a plastic block (see FIG. 3 (1)) or hollow It is limited within the guide groove (see FIGS. 1 and 2 (2)) of the plastic foam (see FIG. 4 (1)).

  Plastic block (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)), lower sheet steel groove (see FIGS. 3 and 4 (2)) and upper sheet steel groove (FIG. 3 and FIG. 4 (3)), round steel rods (see FIGS. 3 and 4 (4)), etc. are assembled as described above, a module having a highly resistant wall is formed (see FIGS. 3 and 4). ), Thus building a house using the new construction system.

  Modules (see FIGS. 3 and 4) may be prefabricated according to any kind of standard building project, as well as door frames made of sheet steel grooves (see FIG. 5 (6)) and window frames (FIG. 5 (7) )) May be incorporated. To produce a module (see FIG. 5) that includes a door frame (see FIG. 5 (6)) and / or a window frame (see FIG. 5 (7)), the size of the door (see FIG. 5 (6)) and / or Or leave the necessary space depending on the size of the window (see Fig. 5 (7)), then form part of the module (see Fig. 5), which becomes the wall with the door and window.

  The prefabricated module (see FIGS. 3 and 4) interacts with a U-shaped brick prefabricated rectangular armex base (see FIG. 6 (1)) or a reinforced steel structure consisting of four horizontal steel bars. A vertical element called a column (see FIG. 6 (2)), which is manufactured in the same manner as the U-shaped block of the base described above (see FIG. 6 (1)), with the four corners supported by the contact of the windings. ). While one end of each module is attached to another module (see FIG. 6), the hooks of the windings (see FIG. 6 (5)) are used for interconnection, and the hooks are round steel bars (FIGS. 3 and 4). (Refer to (4)).

  Place the pillar (see Fig. 6 (2)) on the foundation connected to the lower U-shaped block base (see Fig. 6 (1)), and place the prefabricated module (see Fig. 3 and Fig. 4) there, Later, the upper enclosure (see FIG. 6 (3)) can be placed in a prefabricated module (see FIGS. 3 and 4) to form a highly resistant structural frame (see FIG. 6), so that any This new building system will be used in various types of buildings.

  Finally, a mesh (see Fig. 6 (6)) is placed to form a sofit along the width and length of both sides of the wall (see Fig. 6), the purpose of which was made of cement, lime and sand The mortar (see FIG. 6 (7)) is firmly adhered to the wall (see FIG. 6). Once cured, the mixed mortar on both sides of the wall provides rigidity to the structural system and can be used for any kind of floor or mezzanine system.

The perspective view of the plastic block (1) which shows the guide groove (2) which can slide a round steel bar (refer FIG. 3 (4)) is represented. Shown is an assembly post (3) that may be connected by fitting into a female opening of the same dimensions at the bottom of another block. Corresponding to the perspective view of the hollow plastic foam (1), the feature is a male projection on the upper side over the entire length of the foam (1) of the hollow element that is used as a snap-in assembly and extruded from recycled PET polymer. At the bottom of the foam is a female projection (4) that corresponds to a plug-in assembly of the male projection (3) along the entire foam extruded from recycled PET polymer. This foam (1) has two edges on which the bottom of the foam (1) that will be up when it is assembled so that it forms a continuous line from the bottom to the top, making the module of FIG. 4 for wall construction Form. The upper part of the male projection (3) has a guide slot (2) which fits with another guide slot (2) on the female projection (4). A round steel bar (see FIG. 4 (4)) can be slid into the guide groove (2). Shows front view of prefabricated module using plastic block (1), showing lower sheet steel groove (2) and upper sheet steel groove (3), and round steel rod (4) at each end and center And form a module with high resistance. 1 is a front view of a prefabricated module using a hollow plastic foam (1), showing a lower sheet steel groove (2) and an upper sheet steel groove (3), and round steel bars (4) at each end and in the center And form a module with high resistance. The front view of a prefabricated module including a door frame (6) and a window frame (7) is shown, and the arrangement of round steel bars (4) is shown. FIG. 2 presents a front view of a complete structural system showing the intersection of prefabricated modules (see FIGS. 3 and 4) with structural elements. The lower U-shaped block base (1) is mounted on a pillar (2) that rests on the foundation and houses the prefabricated module (see FIG. 3 or 4) and the upper U-shaped block enclosure (3) Yes. U-shaped hooks (4) are also shown, but these hooks are the connection between the prefabricated module (see FIG. 3 or 4) and the lower U-shaped block base (1) and upper enclosure (3). The winding hook (5) connects both ends of the two modules (see FIG. 3 or 4) of the round steel bar (4). The details show that the lower U-shaped block base (3) and the prefabricated module (see FIG. 3) are soldered and connected by means of a wound U-shaped element. Instead of pillars (see Fig. 6 (2)) and upper U-shaped block enclosures (see Fig. 6 (3)), a square steel called PTR (4 and 5) is also used, which is completely shown in Figs. Fig. 5 represents a front view of an alternative structural system containing the described prefabricated module (see Fig. 3 or Fig. 4). A vertical sheet steel groove (6) surrounding a plastic block (see FIG. 3 (1)) or a hollow plastic foam (see FIG. 4 (1)) at the side edge of the prefabricated module (see FIG. 3 or FIG. 4). To create a closed frame that interacts with the lower sheet steel groove (see FIGS. 3 and 4 (2)) and the upper sheet steel groove (see FIGS. 3 and 4 (3)), It interacts with a square steel (4 and 5) called PTR. The assembly is connected by connecting the sheet steel (7) to the side of the vertical PTR steel (4), etc., which is connected to the upper horizontal element of the PTR square steel (5) and the prefabricated module (see Fig. 3 or 4). Any kind of building can be built in this way, based on soldering or screwing until it is done. The square steel vertical element (4) used in place of the pillar (see Fig. 6 (2)) has its lower end fastened by a base decoration plate (3), and the lower end further has a threaded opening, A threaded rod (2) tightly connected to the concrete of the U-shaped block base (1) can be inserted. In order to ensure the perpendicularity of the square steel (4), bolts are attached to the threaded rod (2).

  The module of the plastic block (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)) according to the present invention illustrated in FIGS. 3 and 4 is essentially a sheet that functions as a lower base. A plastic block (see FIG. 3 (1)) or a hollow plastic foam (see FIG. 4 (1)) that interacts with a structural frame consisting of steel grooves (see FIG. 3 and FIG. 4 (2)) and is stacked. )) And when the line or row of plastic blocks (see Fig. 3 (1)) or hollow plastic foam (see Fig. 4 (1)) reaches the required height, the sheet steel groove is turned upside down. (See FIGS. 3 and 4 (3)) to form an upper enclosure.

  A round steel bar (see FIGS. 3 and 4) has a guide groove (FIG. 1) between a plastic block (see FIG. 3 (1)) and a plastic block or hollow plastic foam (see FIG. 4 (1)). And (see FIG. 2 (2)) and slide between the plastic block (see FIG. 3 (1)) or the inside of the hollow plastic foam (see FIG. 4 (1)). The round steel bar is regulated by the floor and ceiling of the sheet steel groove (see FIGS. 3 and 4 (2 and 3)), and the round steel bars (see FIGS. 3 and 4) on both edges of the module (see FIGS. 3 and 4) 3 and 4 (4)) are soldered to the floor and ceiling of the sheet steel groove (see FIGS. 3 and 4 (2 and 3)), so the upper and lower edges of the sheet steel groove (FIG. 3) And FIG. 4 (see 2 and 3)).

  A metal round bar (see FIGS. 3 and 4 (4)) is a guide groove along all joints of a plastic block (see FIG. 3 (1)) or hollow plastic foam (see FIG. 4 (1)). It slides into (see FIG. 1 and FIG. 2 (2)) and connects to a plastic block (see FIG. 3 (1)) or a hollow plastic foam (see FIG. 4 (1)). And Fig. 4 (4)) does not solder the part touching the floor and ceiling (see Fig. 3 and Fig. 4 (2 and 3)) of the sheet steel groove enclosure, so that the movement of the ground in the event of an earthquake. It becomes a flexible element that moves together, increasing the compression capacity to help dissipate energy.

  On the front of the module, a round steel rod (FIGS. 3 and 4 (FIG. 3 and FIG. 4)) aligned between a plastic block and a plastic block (see FIG. 3 (1)) or a hollow plastic foam (see FIG. 4 (1)). 4)), there is an intermittent space (see FIGS. 3 and 4 (5)) that allows access to the round steel bar (see FIGS. 3 and 4 (4)). Connecting the vertical vertical column (see Fig. 6 (2)) on either side of the prefabricated module (see Fig. 3 and Fig. 4) to the steel rod by hooks (see Fig. 6 (5)) The wall (see FIG. 6 (2)) becomes a continuous state to form a wall or the like to become a building.

  Thus, it is connected to the intermittent space (see FIGS. 3 and 4 (5)) of the outer rod (see FIGS. 3 and 4 (4)) on either side of the module (see FIGS. 3 and 4). A metal or wooden formwork to contain the concrete mixture is connected to a pillar (see FIG. 6 (2)) connected by a hook (see FIG. 6 (5)). When removed, it remains a rigid structure that can withstand gravity and lateral forces. Once this wall stage is complete, it is made of metal (metal mesh type metal) or plastic to stabilize the adhesion of the later-curing mortar (see Figure 6 (7)), which gives the building the necessary stiffness and rigidity. Meshes (see FIG. 6 (6)) are arranged on both sides.

This construction system is a constructive alternative to conventional masonry bricks in the construction of houses, and uses plastic bottles that have been collected and stored to provide an opportunity for environmental protection without generating solid waste. And creating a recycling culture.
As has been fully described, the present invention is innovative, so we claim what is expressly included in the appended claims as a property.

Construction modules based on walls and, as a result, plastic blocks and hollow plastic foam that can be used to build houses or any kind of building, replacing traditional masonry walls, interior and exterior. The module is fully described.
Said module, having the advantage of filling the space existing between the lower U-shaped block base and the upper U-shaped block enclosure and surrounding the structural frame, with the lateral posts providing the support necessary for any construction.

The module having the advantage of filling the space between the lower U-shaped block base made of PTR steel and the upper enclosure to close the structural frame. Vertical steel PTR provides the necessary support for any construction.
For light weight, the module is a horizontal frame in which the module interacts with the upper and lower sheet steel groove enclosures and the U-shaped blocks and columns form the structural frame that houses the fully described module. And made with the plastic block or the hollow plastic foam, together with the compressive and lateral forces that help create a wall and consequently a prefabricated house or any other building. Said module. Because of the light weight, structural savings of up to 75% to 80% are possible compared to conventional masonry construction, and thus saving from the beginning.

It is possible to make a receiving base containing the prefabricated module, including the pillar, the PTR, the U-shaped block base, the U-shaped block enclosure and a PTR steel horizontal enclosure.
The module, which is quickly assembled between the pillar, the PTR, the U-shaped block base, the U-shaped block enclosure, and the PTR steel horizontal enclosure into the system depicted in FIGS. 6 and 8, respectively. As a result, the manufacturing time is shortened, and as a result, the construction time is reduced by about 70% or 80%, respectively, compared with the conventional masonry construction.

The system may accept any kind of mezzanine or ceiling as it can employ composite construction due to the versatility of the assembly that has been described in detail.
This new construction system is characterized by its heat retention because its element is hollow and has an air chamber, so the temperature cannot be transmitted directly.
Since the element is hollow and has an air chamber, sound is not directly transmitted, and therefore the novel construction system has a feature of soundproofing.

The module, which is free in the guide groove of the plastic block or of the hollow plastic foam and can dissipate seismic energy by means of an intermediate round steel bar with the upper and lower sheet steel grooves as roof and floor The new system based on.
The module can be placed at a designated location between the pillars or the PTR, and once the module is tightened and secured, the formwork can be placed immediately and cement can be injected. As a great time saver.

  Adapt to any architectural or structural design.

Claims (1)

  Construction modules based on walls and, as a result, plastic blocks and hollow plastic foam that can be used to build houses or any kind of building, replacing traditional masonry walls, interior and exterior.

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