TWM588165U - Template-free assembly building element - Google Patents

Abstract

A form-free assembly building element is adopted as follows: the assembly-type component here is a body including a predetermined width and shape, and the upper and lower parts of the front and rear sides of the body are connected to the sides bounded by the front and back sides. The predetermined depth support section facing outwards is a recess and a convex part which are formed in space. As a component, it can be connected with the component horizontally or vertically. The adjacent recesses and convex parts can maintain the azimuth limitation of each other. ; In addition, the space separated by the support sections with preset depths on both sides is to allow the formation of at least two or more auxiliary auxiliary sections, and each auxiliary section is a concave recess facing outward to facilitate the insertion of the reinforcing steel. The space separated by the support section at a predetermined depth on both sides and each auxiliary section formed therebetween can be poured into the concrete; on the inner and outer layers of the front and rear sides of the body, a spaced concave-convex dovetail is formed. The groove is used to maintain better adhesion to the concrete poured inside or the cement placed on the outside.

Description

Template-free building elements

This creation is to provide a form-free assembly of building elements. It is mainly designed for another new form design for the members that can be combined with the base steel reinforcement of traditional reinforced concrete buildings to replace the formwork, in order to facilitate the building's foundation steel on each floor. The prefabricated components that can be assembled with this type of assembly can be directly inserted into the outer periphery of the steel bar, and can be replaced as the surrounding formwork of the concrete for the formation of the concrete. Composition of buildings.

The construction of existing buildings will be made according to the use of the appropriate building composition, in order to meet the building's better use of functions, so the component composition of this type of structure is quite many, including: traditional reinforced concrete buildings The implementation of the shape, the foundation of the steel structure and the implementation of the heat insulation plate for the wall and roof, and the foundation of the steel structure and the implementation of the wood plate for the surrounding wall and roof, or the light steel frame with the strength required. The foundation of the preset floor is matched with the insulation board for the implementation of the wall and roof. The composition of these buildings can be seen by the user to have the best implementation function.

The creator is another implementation of the traditional reinforced concrete building form described above, in order to propose that the expected building composition can be achieved without too much tedious component implementation; such traditional reinforced concrete buildings are being constructed. Usually adopted: completed on the ground After that, the steel bars of the pillars are set up, and a formwork is erected around the steel bars to facilitate the pouring of concrete to make each column constituting the building. After the concrete of the aforementioned pillars has solidified to a certain strength, the surrounding formwork can be removed. The steel bars required to build the beams and floor slabs between the upper ends of each column, and the steel bars here are pre-set around the formwork to facilitate the pouring of concrete to make up the beams and floor slabs of the building. After the beam is completed, you can go up to the next layer for subsequent sequential reinforcement construction and concrete pouring to form the second layer of the building, ... After completing the preset number of layers of building, you can use brickwork to build the inner partition wall of each layer of building. Application; this kind of building implementation can achieve the necessary strength and expected functions, but the implementation of the components on each floor must be erected by the formwork after the steel bars are constructed, and then the concrete can be poured into the building to form the preset building components. , And subsequent removal of the formwork, these have to be borrowed by the formworker to complete the erection of the lock and the removal of the watering, and the opposite formwork will also cause the surface to be uneven. Excessive unevenness of the outer member after taking buildings.

Therefore, in order to overcome this inconvenience, related industries have designed the surroundings of the foundation and the expected wall surface of the required building quickly, and proposed the application of easy-to-implement building components, which are quite diverse; Here, I will announce the previously announced public announcement number: M354633 "A formwork-free assembly of building elements and the building body they are built into" a new case. The implementation of the building here is to adopt: no digging foundation, no nailing board Formwork and non-irrigated RC concrete columns are mainly erected by special concrete L-shaped columns at each corner of the house where the steel bars and concrete bases are laid, and erected between the concrete L-shaped columns Steel frame, the roof is assembled on the top of the wall composed of the L-shaped column connected to the steel frame; and the wall composed of the L-shaped column connected to the steel frame is hung after being cut by the preset stone bonding substrate The formed thin stone is used as a decorative wall surface to form a solid structure. This group can be assembled and constructed immediately on site to obtain lower cost of building materials, simple and rapid assembly and construction, and reduce waste and other treatments. Environmental protection Problems, use in place Permanent use and viewing must be dismantled at any time and re-established.

The use of the above-mentioned assembled building elements can indeed overcome the inconvenience of traditional reinforced concrete buildings in the installation of existing formwork and the excessive unevenness of the appearance of easily-removable building components, but the implementation of such buildings cannot be implemented. Combined with the application of existing traditional reinforced concrete buildings, if the average person wants to use the traditional reinforced concrete as the basis of the building, it is still impossible to overcome the existing problems. The author here aims at this traditional reinforced concrete The building's foundation steel reinforcement is replaced by the formwork component to make another new shape design, so as to facilitate the construction of the foundation steel reinforcement on each floor, the structure can be fitted directly into the outer periphery of the reinforcement with this group of preset shape components, which can be used as The concrete is poured and replaced by peripheral formwork to enhance the formation of the building on each layer of foundation reinforcement. The required building composition can be achieved without too much tedious component implementation.

This creation is based on the application of a modular component that can be combined with the periphery of the basic steel reinforcement of a traditional reinforced concrete building as a substitute for formwork. It is adopted as follows: The modular component here is a body that includes a preset width and shape, and At the upper and lower parts of the front and back sides of the body, and the predetermined depth support section connected to the sides bounded by the front and back sides, the outwardly facing side is a recess and a convex part that are formed separately, as a component in the horizontal direction with the component, The vertical connection can maintain the azimuth limitation of each other by adjacent recesses and protrusions. In addition, the space separated by the support sections with preset depths on both sides is allowed to form at least two or more space auxiliary sections. An auxiliary section is a concave recess facing outward to facilitate the insertion of reinforcing steel. The space separated by the auxiliary section with a predetermined depth on both sides of the body and each auxiliary section formed therebetween can be poured into the concrete. ; On the inner and outer layers of the front and back sides of the body, a spaced concave-convex dovetail groove is formed, which is better as concrete that can be poured into the interior or cement placed on the outside. Adhesion; spell-group member whereby In addition to replacing the existing formwork, the steel bars that fit into the building can also be applied to the construction of ponds in landscaped gardens.

The main purpose of this creation is to apply the assembled component that can be combined with the periphery of the basic steel reinforcement of traditional reinforced concrete buildings as a substitute for formwork. It is adopted as follows: the assembled component here includes a preset width and shape. The main body, and the upper and lower parts of the front and rear sides of the main body, and the preset depth support section connected to the sides bordering the front and back sides are outwardly facing, and are individually formed recesses and protrusions that are spaced apart. The vertical or vertical connection can maintain the azimuth limitation of each other by adjacent recesses and protrusions; in addition, the space separated by the support segments with preset depths on both sides is allowed to form at least two or more space auxiliary segments In each auxiliary section is a concave recess facing outward to facilitate the insertion of steel bars, and the support section at a predetermined depth on both sides of the body and the space separated by each auxiliary section formed between them can be used as concrete. The inner and outer layers of the front and back sides of the body are formed with concave and convex dovetail grooves, which can be used as concrete that can be poured into the interior or cement on the outside. Preferred adhesion support; fight group of formula whereby mating member nested steel buildings except for the substitution of the existing templates, but can also be applied in the building of the pool garden landscaping class.

The second purpose of this creation is to pre-set the width and shape of the body included in the assembled component. The body can be set as a parallel extension block, or a 90-degree turn-shaped corner block, or one side protruding outward. The middle block, or the protruding block on one side, is built in time according to the structure after the steel bars are erected, and is used as a turning point in different spaces of the building.

The third purpose of this creation is to set the body with a preset width and shape included in the grouped components as a narrow form. The body with a narrow form can be set as a parallel extension block, or 90-degree turning corner block, or one side protruding middle block, or one side Extruded compartment blocks are constructed in a timely manner after the steel structure is erected, as a turning point in different spaces of the building.

The fourth purpose of this creation is to set the arc-shaped connecting segment with a preset depth on one end and the segment with a preset spacing on the other end of the body with the preset width and shape included in the assembled component. And at the upper level of the arc connecting section of the aforementioned predetermined depth, an upper part of the connecting convex portion is extended, and the lower end layer is correspondingly recessed with a concave portion, as the arc connecting section and the arc connecting of the adjacent two members. The segments are abutting each other so that the engaging convex portion facing the upper end cuts into the recessed portion of the corresponding component, so that the two components can turn according to the required orientation; in addition, the preset spacing of the aforementioned body separates the segment from the upper periphery. The plurality of convex sections forming a gap shape and the lower periphery are correspondingly recessed and recessed to facilitate the completion of the first layer of components. The second layer of components to be assembled can be introduced by each convex portion of the upper periphery. Adjacent members are recessed downwards, so that each layer of the upwardly assembled group maintains a stable degree of connection between the members.

The fifth purpose of this creation is to pre-set the width and shape of the body of the assembled component. The ends of the two ends can be staggered, and the depth of the arc can be set. The depth can be preset at the two ends. The upper level of the arc-connecting segment is an extended convex protrusion, and the lower-level layer is correspondingly recessed with a recess. As the arc-connecting segment and the arc-connecting segment of the adjacent two members can abut each other, The engaging convex part of the upper end is cut into the concave part of the corresponding member, so that the two members can be turned in accordance with the required orientation; and the preset depth arc connecting section that is staggered at both ends of the body is moved up The perimeter is convex and convex, and the lower perimeter is correspondingly concave and concave, so that the first layer of components can be connected to each other. The second layer of components to be assembled can be brought into adjacent by each convex portion of the upper periphery. The recessed part of the component is recessed downward, so that each layer of the component facing upwards and the component is maintained in a stable combination.

[This creation]

1,1 ', 1 ", 1' '' ‧‧‧Body

11‧‧‧ support section

12, 151, 164, 182, 192‧‧‧ recess

13, 163, 191‧‧‧ convex

14‧‧‧ space

15‧‧‧ auxiliary section

16, 18‧‧‧arc arc link

161, 181‧‧‧ connecting protrusions

17‧‧‧Dovetail Slot

19‧‧‧ segment

2, 2'‧‧‧ extension block

3, 3'‧‧‧ corner block

4‧‧‧ middle block

5‧‧‧ compartment block

10‧‧‧ Rebar

20‧‧‧concrete

30‧‧‧Steel Structure

Figure 1 is a perspective view of one form of the building elements in this creative assembly.

Figure 2 is a plan view of one form of the building elements of this creative assembly.

Figure 3 is a bottom view of one form of the building elements in this creative assembly.

Figure 4 is a perspective view of the second form of the building elements in this creative assembly.

Figure 5 is a top view of the second form of the building elements of this creative assembly.

Figure 6 is a bottom view of the second form of the building elements in this creative assembly.

Figure 7 is a top view of the three forms of the building elements in this creative assembly.

Figure 8 is a top view of the four forms of the building elements in this creative assembly.

Figure 9 is a schematic illustration of the corner extension of the building elements of this creative assembly.

Figure 10 is a schematic illustration of the peripheral extension of the building elements of this creative assembly.

Figure 11 is a schematic illustration of the extension of the building elements in this creative assembly.

Figure 12 is a top view of the five forms of the building elements of this creative assembly.

Figure 13 is a top view of the six forms of the building elements in this creative assembly.

Figure 14 is another implementation of the corners of the building elements.

Figure 15 is a three-dimensional view of the seven forms of the building elements in this creative assembly.

Figure 16 is a top view of the seven forms of the building elements in this creative assembly.

Fig. 17 is the first schematic diagram of the implementation of the seven forms of the building elements of this creative group as preset peripheral extensions.

Fig. 18 is the second schematic diagram of the implementation of the seven forms of the pre-set peripheral extension of the building elements of this creative assembly.

Fig. 19 is the second schematic diagram of the implementation of the construction elements of this creative group in which the seven forms are preset peripheral extensions.

Fig. 20 is the third implementation illustration of the seven forms of the creative construction building elements with preset peripheral extensions.

Fig. 21 is the third schematic diagram of the implementation of the seven forms of the pre-set peripheral extension of the building elements of this creative composition.

Figure 22 is a perspective view of the eight forms of the building elements in this creative assembly.

Fig. 23 is a schematic illustration of the eight forms of this creative building element as a preset peripheral extension.

The template-free assembled building elements (such as Figures 1 and 4) of this creative design are mainly assembled members that can be combined with the periphery of the foundation steel bars of traditional reinforced concrete buildings as a substitute for formwork (here, assembled members The form is explained in the paragraph [0013].) The application is to adopt: the assembled component here is a body 1 containing a preset width and shape (the body here refers to the basic components of various shape components, such as the first and the first, (4,7,8), and the predetermined depth support section 11 connected to the upper and lower parts of the front and back sides of the body 1 and connected to the sides bounded by the front and back sides are outwards, and they are individually formed with concave recesses 12 and protrusions. The part 13 is used as a component to connect with the component in the horizontal direction or in the up-down direction, and the adjacent recesses 12 and convex parts 13 can maintain the azimuth limitation of each other [as shown in FIG. 9]; The space 14 separated by the support section 11 is an auxiliary section 15 that allows the formation of at least two or more gaps. Each auxiliary section 15 is a concave recess 151 outward to facilitate the insertion of the reinforcing steel 10 (as shown in FIG. 9). ], And support for the preset depth of both sides of the body The space 14 separated by 11 and each auxiliary section 15 formed therebetween is used as pouring of concrete 20 [as shown in FIG. 9]; on the inner and outer layers of the front and rear sides of the body 1, a space-shaped concave-convex dovetail groove is formed. 17. Maintain good adhesion with concrete 20 that can be poured into the interior, or cement placed on the outside (as shown in Figure 9); in this way, the assembled steel 10 can be used to replace the existing steel bars that fit into the building. In addition to the formwork, it can also be applied to the construction of ponds in landscaped gardens.

The pre-set width and morphology of the grouped components described in the foregoing paragraph [0013] The main body 1 can be provided as a parallel extension block 2 (as shown in Figs. 1, 2, and 3), or a 90-degree turning corner block 3 (as shown in Figs. 4, 5, and 6), or one side protruding outwardly. The middle block 4 (as shown in Fig. 7), or one side protruding block 5 (as shown in Fig. 8), is inserted in a timely manner after the reinforcement 10 is installed according to the building [such as Figs. 9, 10, (Fig. 11). It is set up as a turning point in different spaces of the building.

The main body 1 of the preset width and shape included in the assembled component described in the foregoing paragraph [0013] may also be provided in a narrower shape [as shown in Figs. 12 and 13]. It is provided as a parallel extension block 2 ′, or a 90-degree turning corner block 3 ′, or an outwardly protruding middle block, or an outwardly protruding compartment block (a narrower shape here). The middle block and the compartment block are not shown in the drawing), and the building is assembled in a timely manner after the steel structure 30 is erected (as shown in Figure 14), as different turning sections of the building; it is set here in the body 1 ' It is also the same as the application of the main body 1 in FIGS. 1 and 4 described above, and is provided with concave and convex dovetail grooves 17 on the inner and outer periphery, and spaced recesses 12 and convex portions 13 on the upper and lower sides of the front and rear sides.

[0013] The assembled body described in the aforementioned paragraph [0013] includes a preset width and shape of the body 1 ". It can also be provided with an arc connecting section 18 with a preset depth at one end and a segment with a preset spacing at the other end. 19 [as shown in Figs. 15 and 16], and the arc-shaped connecting section 18 at the preset depth described above extends a section of the engaging convex portion 181 toward the upper end level, and the lower end level corresponds to the recessed portion 182 [such as (Fig. 19), the arc-shaped connecting section 18 and the arc-shaped connecting section 18, which are adjacent two members, are abutted so that the engaging convex portion 181 facing the upper end can be cut into the recessed portion 182 recessed by the corresponding member [as shown in Fig. 17] The two components can be turned according to the required orientation [as shown in FIG. 18]; In addition, the preset spacing segment 19 of the aforementioned body 1 "is formed by a plurality of spaced convex projections 191, and The lower periphery corresponds to the recessed portion 192 (such as [15, 19]], the first layer of components completed to facilitate the connection of each other, the second layer of components to be assembled can be introduced into the recessed portion 192 recessed by the adjacent member by each convex portion 191 of the upper periphery [such as the 20th , Figure 21], so that each layer of the upward assembly group and the members maintain a stable degree of combination.

The pre-set width and shape of the body 1 '' 'included in the assembled component described in the aforementioned paragraph [0013] can also be provided with a preset depth arc connecting section 16 with two ends that are staggered individually [as shown in FIG. 22] At the two ends of the preset depth arc connecting section 16 above, the upper end layer is extended by a section of convex convex portion 161, and the lower end layer is correspondingly recessed with a concave portion (the concave portion is not shown in the drawing here) As the two adjacent members, the arc connecting section 16 and the arc connecting section 16 are in contact with each other so that the engaging convex portion 161 facing the upper end is cut into the concave portion of the corresponding component, so that the two components can be appropriately adapted according to the requirements. Azimuth turn [as shown in Figure 23]; the preset depth arc connecting section 16 which is staggered at both ends of the aforementioned body 1 '' 'is convexly provided with a convex portion 163 on the upper periphery and a lower periphery Corresponding to the recessed part 164, the first layer of components completed to facilitate the connection with each other. In the second layer of the component to be assembled, each convex part 163 of the upper periphery can be used to introduce the recessed part 164 of the adjacent member recessed downward. Each layer of components in the upper assembly maintains a smooth degree of bonding.

[0013] [0015] [0016] [0017] The grouped components described in the paragraph [0013] [0016] [0017] contain a preset width and shape of the body 1, 1 ', 1 ", 1'". A suitable material that has both strength and appropriate lightness is preferred. Among them, a material with sufficient thickness and strength can be selected.

[0013] [0015] [0016] [0017] The grouped components described in the paragraph [0013] [0016] [0017] include the preset width and shape of the body 1, 1 ', 1 ", 1'" in implementation except that it applies to the building. In addition to replacing the formwork, it can also be used as a garden landscaping (such as pools, plant walls, etc.) around the building.

Claims (5)

A form-free modular building element is an application of a modular component that can be combined with the periphery of the basic steel reinforcement of a traditional reinforced concrete building as a substitute for a template. It is adopted as follows: The modular component here includes a preset width And the shape of the body, and the upper and lower parts of the front and back sides of the body, and the preset depth support segments connected to the sides bounded by the front and back sides, facing outwards, are individually formed recesses and protrusions that are spaced apart. The horizontal or vertical connection of the components can maintain the azimuth limitation of each other by adjacent recesses and protrusions; in addition, the space separated by the support segments with preset depths on both sides of the body is allowed to form at least two or more Spacing auxiliary sections. Each auxiliary section is a concave recess facing outward to facilitate the insertion of steel bars. The space between the auxiliary sections at a predetermined depth on both sides of the body and each auxiliary section formed between them is It can be poured as concrete; spaced concave and convex dovetail grooves are formed on the inner and outer layers of the front and back sides of the body to serve as concrete that can be poured into the interior, or external masonry. Cement holding preferred adhesion; fight group of formula whereby mating member nested steel buildings except for the substitution of the existing templates, but can also be applied in the building of the pool garden landscaping class. According to item 1 of the scope of application for a patent-free modular building element, the preset wide and morphological body included in the modular component can be set as a parallel extension block or a 90-degree turning shape. The corner block, or the outwardly protruding middle block, or the outwardly protruding compartment block, is set in place according to the structure after the steel bars are erected in time to serve as a turning section of the building. According to item 1 of the scope of application for a patent-free modular building element, the main body of the preset width and shape included in the modular component can also be set in a narrower form, and the aforementioned body in a narrower form has a narrower form. It can be set as a parallel extension block, or a 90-degree turning corner block, or an outwardly protruding middle block, or an outwardly protruding compartment block, depending on the structure after the steel structure is erected Make timely groupings, and set them as turning sections of different spaces. According to item 1 of the scope of application for a template-free building assembly, the body of the preset width and shape included in the building-type component can also be provided with an arc connecting section with a preset depth at one end, and The segment at the other end is a preset interval, and the arc-shaped connecting segment at the preset depth is extended to a level of the convex part toward the upper end level, and the downward facing level is correspondingly recessed with a concave part as an adjacent The arc connecting section and the arc connecting section of the two members abut each other, so that the engaging convex portion on the upper end can be cut into the concave portion of the corresponding member, so that the two members can make a proper turn according to the required orientation; The upper part of the preset interval segment is a plurality of convex sections forming a space, and the lower periphery is correspondingly recessed and recessed to facilitate the completion of the first layer of components. By using each convex portion on the upper periphery to introduce a concave portion on the lower portion of an adjacent member, each layer of the upwardly assembled group and the members maintain a stable combination. According to item 1 of the scope of application for a patent-free modular building element, the preset width and shape body included in the modular component can also be provided with preset depth arcs that are staggered at both ends. In the connection section, at the two ends of the preset depth arc connection section, the upper end layer is extended with a connecting convex part, and the lower end layer is correspondingly recessed with a concave part as the arc connection part of the adjacent two members. The abutting section with the arc can make the engaging convex part on the upper end cut into the recessed part of the corresponding member, so that the two members can turn according to the required orientation; the two ends of the body are staggered together. The upper part of the arc-shaped connecting section of the predetermined depth is convexly provided with a convex part, and the lower peripheral part is correspondingly recessed with a concave part, so that the first layer of components completed by the joint can be borrowed in the second layer of the assembly. Each convex part on the upper periphery introduces a concave part on the lower part of an adjacent member, so that each layer of the upwardly assembled group and the members maintain a stable joint degree.