Plate member and building structure

Abstract

The invention provides a plate member and a building structure. The plate member includes a plurality of trusses and forms a building structure with the beams.

Description

Technical Field

[0001] The present disclosure is generally related to a slab component and a building structure. More specifically, the present disclosure is related to a precast slab component with a truss and a building structure constructed using the slab component. Background Art

[0002] In order to speed up the construction of buildings and simplify the construction methods, the industry has developed a variety of methods to precast multiple structural parts of buildings in factories. During construction, different precast structures are transported to the construction site and then assembled on site to build the building structure.

[0003] When there is a demand for higher structural strength, the structure of the conventional building floor must have a considerable thickness. However, the increase in thickness will lead to an increase in the weight of the floor, which will increase the difficulty and labor cost of construction. In addition, the width of the floor between two adjacent beams is also limited. The floor with a large span will be subjected to a large moment, which increases the pressure on the concrete on the upper part of the floor and the tension on the steel bars on the lower part of the floor. Furthermore, the high thickness of the floor will not only increase the amount of structural materials used, but also sacrifice the usable volume of the building, and have an adverse effect on the aesthetics and carbon emissions of the building.

[0004] Therefore, the industry is looking forward to floor structures with high structural strength, high space utilization efficiency and lower carbon emission material requirements. Summary of the invention

[0005] In one or more embodiments, a slab component includes a concrete body made of ultra-high performance concrete (UHPC) and a plurality of trusses arranged along a first direction.

[0006] In one or more embodiments, a slab component includes a concrete body made of UHPC; a support structure supporting the concrete body; and a plurality of hanging parts exposed outside the concrete body.

[0007] In one or more embodiments, a building structure includes a slab member; a beam having reinforcing steel bars partially exposed outside the beam; and wherein the reinforcing steel bars extend into portions of a plurality of trusses of the slab member that are exposed outside a concrete body. BRIEF DESCRIPTION OF THE DRAWINGS

[0008] When reading the present disclosure in conjunction with the accompanying drawings, the aspects of the present disclosure can be better understood according to the following embodiments. It should be noted that various features may not be drawn to scale, and the size of various features may be arbitrarily enlarged or reduced to clearly describe the content of the present disclosure.

[0009] Figure 1A three-dimensional view of a plate component according to an embodiment of the present disclosure is shown.

[0010] Figure 2 Draw Figure 1 Section view of section AA.

[0011] Figure 3 Draw Figure 1 Cross-sectional view of section BB.

[0012] Figure 4 A three-dimensional diagram showing the configuration of trusses and steel bars of a panel component according to an embodiment of the present disclosure is shown.

[0013] Figure 4A A three-dimensional view of a truss configuration of a slab member using UHPC as a concrete body according to an embodiment of the present disclosure is shown.

[0014] Figure 5 A cross-sectional view of a building structure according to an embodiment of the present disclosure is shown.

[0015] Figure 5A Draw Figure 5 A partial enlarged view of part 5A.

[0016] Figure 6 Draw Figure 5 The cross-section of the building structure shown is after grouting.

[0017] Figure 7 A side view showing the connection between a plate component and a hanger according to an embodiment of the present disclosure is shown.

[0018] Figure 8 A top view of a plurality of plate components disposed on a beam according to one embodiment of the present disclosure is shown.

[0019] In the drawings and embodiments of the present disclosure, the same or similar components are denoted by the same reference numerals. DETAILED DESCRIPTION

[0020] Reference Figure 1 The plate component 1 disclosed in the present invention includes a truss 12, concrete and steel bars. This plate component 1 is called a truss plate (Ktruss plate) or simply a KT plate. The truss plate disclosed in the present invention is structural and is a semi-finished floor plate. The truss plate forms the floor structure of the building after grouting on the construction site. In addition, the truss plate has high structural strength, so it can be used as a template in construction and can reduce most of the supports. The floor structure built using the truss plate is called a truss structure floor. The truss 12 is usually composed of metal materials (such as steel) or wood.

[0021] Truss structure floor is a floor system designed for building structure. The structural characteristics of truss structure floor are high strength and rigidity, while relatively light weight. The structural design of truss 12 is based on the principle of triangle, because triangle has superior strength and stability. The main structure of truss structure floor includes floor member 1 and concrete 63, and the mutual cooperation of these 13 pieces forms a stable structure.

[0022] The advantages of the truss plate are that it is structural, can provide strong bearing capacity and relatively light weight, so that the overall structural load of the building is reduced, and most of the supports can be reduced. At the same time, the truss plate also has good plasticity and adjustability, and can be designed and adjusted according to different building needs. The truss plate can be used for different types of building structures, including commercial buildings, industrial plants, gymnasiums, etc. The construction of the truss plate is relatively simple, and the efficiency can be improved and time can be saved during the installation process. In addition, the truss structure floor slab constructed by the truss plate also has good earthquake resistance and wind resistance, and can effectively withstand the influence of external forces. Due to the geometric shape of the truss 12, it can effectively disperse and carry a large amount of weight. In architectural design, the truss structure floor slab can realize a large span of building space, so that many columns or beams are not required inside the building, thereby providing greater spatial freedom. The truss structure floor slab is particularly suitable for places that require large areas without columns, such as sports venues or exhibition halls, because it can provide unobstructed vision and freedom.

[0023] In addition, compared to traditional floor structures, truss structure floors use less material, thereby reducing the weight of the entire building. This not only saves construction costs, but also reduces the burden on infrastructure while improving the building's earthquake resistance.

[0024] In general, the truss structure floor is a building structure with superior strength, light weight, simple construction and design flexibility. Designers can adapt to different sites and building requirements by adjusting the geometric shape and spacing of the trusses 12. Therefore, the truss structure floor is widely used in modern buildings, providing a stable structural foundation and excellent functionality for various buildings.

[0025] Reference Figure 1 , which shows a three-dimensional view of the plate component 1. In some embodiments, the plate component 1 is substantially a plate structure. The plate component 1 is generally rectangular, but can also be made into different shapes according to actual needs. In some embodiments, the plate component 1 includes a concrete body 11 and a support structure for supporting the concrete body 11. Figure 4, which shows a three-dimensional view of the support structure of the panel component 1, wherein the support structure includes a plurality of trusses 12, a plurality of steel bars 124 and at least one reinforcing steel bar 125. In some embodiments, the support structure of the panel component 1 can be in other forms, such as a steel deck or other structures that can be used to carry concrete.

[0026] Reference Figure 4 , which is a three-dimensional view of the support structure of the display board component 1. In some embodiments, the plurality of steel bars 124 extend in a first direction X; the plurality of trusses 12 extend in a second direction Y perpendicular to the first direction X. In some embodiments, each of the plurality of trusses 12 is arranged in parallel along the first direction X.

[0027] Reference Figure 2-4 Each set of trusses 12 includes two parallel serrated steel bars 122 and three straight steel bars 121. The serrated steel bars 122 form a plurality of triangles. The two serrated steel bars 122 are connected by a straight steel bar 121 at the corresponding vertex of each triangle, and the two serrated steel bars 122 are opened at an angle θ (such as Figure 3 As shown), in addition, the other two corners of each triangle of each of the two serrated steel bars 122 are connected to another straight steel bar 121. Figure 2 When viewed from the side of the panel member 1 along the first direction X, each set of trusses 12 disclosed in the present invention has a plurality of triangular areas C defined by the serrated steel bars 122 and the straight steel bars 121, and the space defined by the triangular areas C is referred to as the interior of the truss 12. Figure 3 When viewed from the side of the plate component 1 along the second direction Y, each set of trusses 12 disclosed in the present invention has a plurality of triangular areas D defined by the two serrated steel bars 122 and the steel bars 124, and the space range defined by them is also referred to as the interior of the truss 12.

[0028] Reference Figure 2-3 In some embodiments, the plurality of steel bars 124 are disposed below the plurality of trusses 12. In some embodiments, the plurality of steel bars 124 abut against the bottom of the plurality of trusses 12, that is, abut against the bottom of the linear steel bars 121 at the bottom of the trusses 12. In some embodiments, the plurality of steel bars 124 and the corresponding linear steel bars 121 of the plurality of trusses 12 are connected to each other by tying or welding.

[0029] Reference Figure 4 In some embodiments, the plate member 1 further has a plurality of additional steel bars 123 extending in the second direction Y, which are arranged above the plurality of steel bars 124 extending in the first direction X and pass through the interior of the corresponding truss 12 in the second direction Y (such as Figure 3 shown).

[0030] Reference Figure 4 In some embodiments, the plate member 1 further has at least one reinforcing steel bar 125, each of which is disposed above the additional steel bar 123 and extends in the first direction X and passes through the interior of the corresponding truss 12 (such as Figure 2 shown).

[0031] Reference Figure 1-4 The following describes the manufacturing method of the plate component 1 disclosed in the present invention. The plate component 1 disclosed in the present invention is mainly manufactured by precasting. First, a bottom template is set, and then the bottom template is set as follows Figure 4 The truss 12 and the steel structure shown in the figure are then surrounded by side templates, so that the bottom template and the side template form a grouting space. Then, concrete is poured into the grouting space. In the above steps, the concrete cannot completely cover the truss 12. After the concrete is cured, the bottom template and the side template are removed to obtain the following Figure 1 The plate component 1 is shown.

[0032] Precasting the panel component 1 can save time on site construction and allow multiple processes to be carried out simultaneously, thereby improving construction efficiency. In addition, the panel component 1 can be made in a well-controlled factory environment, which can better control the quality of concrete and structural reinforcement, thereby improving the quality and durability of the panel component 1.

[0033] like Figure 1-3 As shown, the parts of the plurality of trusses 12 of the panel member 1, the steel bars 124, and the reinforcing steel bars 125 are buried in the concrete body 11, and the parts of the plurality of trusses 12 are exposed outside the concrete body 11. Figure 2 In some embodiments, the portions of the plurality of trusses 12 exposed outside the concrete body 11 protrude a distance t in a direction perpendicular to the surface of the slab member 1, and the distance t is approximately 4 to 32 centimeters. Figure 7 In some embodiments, the portion of the truss 12 exposed outside the concrete body 11 forms a hanging portion 126 for connection with a crane's sling to lift and move the panel component 1 to a desired position. In other embodiments, the hanging portion 126 may be formed by a steel bar structure disposed in the concrete body 11 of the panel component 1. In other possible embodiments, the hanging portion 126 may also be a component fixed to the surface of the concrete body 11, such as a hook.

[0034] In some embodiments, the concrete body 11 of the plate member 1 of the present disclosure is formed by UHPC. In some embodiments, since UHPC can provide excellent structural strength, the plate member 1 made of UHPC can be omitted. Figure 4 The plurality of steel bars 124 and at least one reinforcing steel bar 125. Figure 4AAs shown, the panel component 1 made of UHPC only needs to use a plurality of trusses 12 as the support structure of the concrete body 11 of the panel component 1, and no other steel bars (such as steel bars 124 and reinforcing steel bars 125) or steel mesh are required to be arranged in the panel component 1. Therefore, the panel component 1 made of UHPC can greatly reduce the use of steel bars, so that the weight of the panel component 1 can be greatly reduced.

[0035] During the construction of the floor slab, the slab component 1 is first laid on the precast beam, and then concrete is poured on the slab component 1. As mentioned above, UHPC can provide excellent structural strength. Therefore, under the condition that the amount or thickness of the concrete poured on site remains unchanged, the thickness d of the slab component 1 made of UHPC can be greatly reduced. In addition, since the slab component 1 made of UHPC requires less concrete, it can achieve the effect of environmental protection and carbon reduction.

[0036] The slab member 1 made of ultra-high performance concrete disclosed in the present invention also has many advantages, which are described as follows.

[0037] Reference Figure 4A As shown in Table 1 below, in some embodiments, the UHPC plate component 1 disclosed herein includes approximately 1 to 7 sets of trusses 12 per meter along the first direction X. A truss plate (KT plate) made of conventional concrete requires approximately 4 to 11 sets of trusses 12 per meter. Therefore, the ratio of the number of trusses 12 required for a conventional plate to the number of trusses 12 required for a plate component 1 made of UHPC disclosed herein is approximately 25-64%. Therefore, the number of trusses 12 can be greatly reduced, thereby reducing material costs and carbon emissions.

[0038] Reference Figure 2 As shown in Table 1 below, in some embodiments, the plate component 1 made of UHPC disclosed herein has a thickness d of about 1.5 to 7 centimeters. In contrast, the thickness of a plate made of conventional concrete is about 5 to 10 centimeters. Therefore, the thickness of the plate component 1 made of UHPC disclosed herein is about 30-70% of the thickness of a conventional plate. In other embodiments, the plate component 1 made of UHPC disclosed herein has a thickness d of about 3-5 centimeters.

[0039] According to the above, the UHPC plate component 1 disclosed herein can significantly reduce the thickness of the plate component 1, thereby reducing the material cost. In addition, compared with the plate made of traditional concrete, the UHPC plate component 1 disclosed herein can reduce the weight by 30-70% (50% weight reduction on average) under the same area, so the truck transportation energy can be doubled and the freight can be reduced by half.

[0040] In some embodiments, the area of ​​the UHPC slab component 1 disclosed herein is approximately 1 to 96 square meters. The area of ​​a conventional truss slab is approximately 1 to 50 square meters. Therefore, the UHPC slab component 1 disclosed herein can have an area approximately twice that of a conventional truss slab. Therefore, the slab component 1 disclosed herein can realize a large-span floor structure and reduce the number of columns.

[0041] In addition, since UHPC has excellent structural strength, the slab component 1 made of UHPC disclosed in the present invention has higher structural strength than that made of traditional concrete, and is therefore applicable to a larger span.

[0042] Table 1

[0043]

[0044] Reference Figure 5 , which shows a cross-sectional view of a building structure 4 disclosed herein, comprising a beam 2 and plate members 1 on both sides thereof. In some embodiments, the beam 2 may be a precast beam. In some embodiments, the width W of the beam 2 is about 250 to 350 cm, and the height H of the concrete portion is about 490 to 540 cm.

[0045] Specifically, Figure 5 The cross-sectional view of the display board component 1 in the second direction Y after being hung to the beam 2 by a crane during construction, wherein a board component 1 is disposed on each side of the beam 2. In some embodiments, the steel bar configuration of the board component 1 can refer to Figure 2-4 In some embodiments, the beam 2 has main reinforcement 21 and stirrups 22. Figure 5 In some embodiments, the main reinforcement 21 and stirrups 22 of the beam 2 are partially exposed outside the concrete. In some embodiments, the beam 2 has a plurality of steel bars 23 partially exposed outside the beam 2 and extending to both sides of the beam 2 in the second direction Y beyond the width W of the beam 2. The steel bars 23 exposed outside the beam 2 are arranged in a first direction X perpendicular to the second direction Y corresponding to the plurality of trusses 12 of the slab member 1. In addition, referring to Figure 5 A partial enlargement of part 5A Figure 5A , the plurality of steel bars 23 exposed outside the beam 2 are located at a distance S below the topmost straight steel bar 121 of the corresponding truss 12, so that each of the plurality of steel bars 23 extends into the interior of the corresponding truss 12 in the second direction Y by a distance L, and the distance L is determined according to the grip lap length left by the steel bar number. In some embodiments, the distance S is about 4 to 32 centimeters. In some embodiments, the distance L is about 25 to 50 centimeters, preferably about 30 centimeters.

[0046] Reference Figure 5 and 6The following describes the construction method of the building structure 4 disclosed in the present invention. The building structure 4 is to connect the plate member 1 with the beam 2, so that the plate member 1 becomes the floor of the building. Figure 8 , which shows a top view of four panel members 1 arranged on beams supported on columns at four corners. Figure 8 The plate member 1 between the two beams can also be a single plate member 1 formed in one piece. In other embodiments, since the plate member 1 has sufficient strength, the middle beam can be omitted as needed and the four plate members 1 can be replaced by a single plate member 1 formed in one piece.

[0047] The slab reinforcement configuration and concrete grouting of a building are very important parts of the building structure. The slab refers to the floor structure of a building, which is usually composed of steel bars and concrete. The slab reinforcement configuration refers to the way and location of steel bars used in the slab. Steel bars are usually made of high-strength metal materials and are mainly used to enhance the strength and tensile capacity of concrete. In the slab, the steel bars are arranged in a grid-like structure and placed in stress concentration areas such as beam-column connections and support points according to design requirements. The configuration of steel bars needs to be carried out according to the calculations and requirements of architectural designers and structural engineers to ensure the strength and stability of the slab. Concrete grouting refers to pouring concrete into the space where the steel bars are configured, filling and covering the steel bars to form the main structural layer of the slab. Concrete is a building material made of a mixture of materials such as water, cement, sand and stone, which has strong compression and durability. When the concrete grouting is completed, it will solidify over a period of time to form a solid slab structure. During the construction process, the slab reinforcement configuration and concrete grouting need to strictly follow the design and construction specifications. This involves the appropriate steel bar diameter, spacing and mixing ratio of concrete to ensure the bearing capacity and durability of the slab. At the same time, when grouting concrete, construction workers need to ensure that the concrete evenly fills the space where the steel bars are configured and is properly compacted to prevent the formation of bubbles and cracks. Floor steel bar configuration and concrete grouting are key construction elements in the building structure. Their correct design and construction are essential to ensure the stability and safety of the building.

[0048] In the present disclosure, the floor plate component 1 has a truss 12, so it has a high structural strength. In addition, since the concrete body 11 of the floor plate component 1 of the present disclosure is made of UHPC, it has many advantages such as high strength, light weight, and fire resistance.

[0049] Reference Figure 5In some embodiments, after the plate member 1 is hung on the beam 2 and positioned, a steel mesh (not shown) is arranged on the surface of the plate member 1 and a template is arranged around the main reinforcement 21 and stirrups 22 exposed to the outside of the plate member 1 and the beam 2 to form a concrete pouring space. Subsequently, concrete is poured into the pouring space. The concrete poured at this stage is referred to as the additional concrete part 3 in the present disclosure (refer to Figure 6 ). After the additional concrete part 3 solidifies, the formwork is removed and the concrete is cured. Figure 6 The floor structure shown. In some embodiments, the additional concrete portion 3 is made of ordinary concrete. In other embodiments, the additional concrete portion 3 can be made of UHPC.

[0050] In some embodiments, the concrete body 11 may further include one or more cements with different compositions, fibers, various different granular materials, oxides, and various different additives. In some embodiments, the concrete body 11 may include portland cement, synthetic fibers (length of 4 to 20 mm and diameter of about 0.2 mm), steel fibers (length of 12.7 to 63.5 mm and diameter of 0.45 to 1.25 mm), silica fume (characterized by powdery size), silica sand (size or particle size of less than about 4 mm), quartz powder (size or particle size of about 0.1 μm to about 20 μm), furnace stone powder (specific surface area of ​​450 to 550 m 2 / kg), water reducing agent, defoaming agent, swelling agent, or any combination thereof.

[0051] In some embodiments, the concrete body 11 may contain about 800 kg / m 3 About 900kg / m 3 In some embodiments, the concrete body 11 may contain about 400 kg / m 3 About 500kg / m 3 One of Portland I cement, Portland II cement, Portland III cement, Portland IV cement and Portland V cement with a content of about 400 kg / m 3 About 500kg / m 3 In some embodiments, the concrete body 11 may contain about 120 kg / m 3 About 250kg / m 3 In some embodiments, the concrete body 11 may contain about 900 kg / m3 About 1000kg / m 3 In some embodiments, the concrete body 11 may contain about 50 kg / m 3 About 300kg / m 3 In some embodiments, due to the combination of silica fume and quartz powder (or hearthstone powder), the concrete body 11 has a higher compressive strength than general concrete. In some embodiments, the addition of oxides can be used to adjust the appearance color of the concrete body 11.

[0052] In some embodiments, the concrete body 11 may contain about 10 kg / m 3 About 20kg / m 3 In some embodiments, the concrete body 11 may contain a water reducing agent equal to or less than about 10 kg / m 3 The content of defoamer is equal to or less than about 25kg / m 3 The content of expander.

[0053] In some embodiments, the unit structural weight of the concrete body 11 is equal to or greater than about 2300 kg / m 3 In some embodiments, the unit structural weight of the concrete body 11 is about 2300 kg / m 3 About 2700kg / m 3 In some embodiments, the compressive strength of the concrete body 11 is equal to or greater than about 120 MPa. In some embodiments, the compressive strength of the concrete body 11 is about 120 MPa to about 180 MPa. In some embodiments, the ultimate flexural strength of the concrete body 11 is greater than about 15 MPa.

[0054] The following presents experimental results of exemplary embodiments for further presenting the characteristics and advantages of the concrete body 11 for a movable cabinet according to some embodiments of the present disclosure. Table 2 presents the experimental conditions of embodiments E1, E2, E3, E4 and C1, and Table 3 presents the test results of embodiments E1, E2, E3 and E4. Wherein "cement I" and "cement II" are two selected from Portland I cement, Portland II cement, Portland III cement, Portland IV cement and Portland V cement, the fiber is synthetic fiber (or steel fiber), "granular material 1" is silica fume, "granular material 2" is quartz powder (or hearth stone powder), "granular material 3" is silica sand, "additive 1" is a water reducer, "additive 2" is a defoaming agent, and "additive 3" is an expansion agent.

[0055] Table 2

[0056]

[0057] The cement, granular materials, oxides and additives of the embodiment shown in Table 2 are mixed with water in proportion and stirred for several minutes. When the slurry is uniform and paste-like, the fiber is added and stirred again. Then the slurry is poured into the mold. Then the slurry is cured at a curing temperature of 22°C to 24°C and a humidity of 50 to 95% for 1 to 3 days and then demolded. The finished product after demolding must be tested for mechanical properties after 28 days. The test results are shown in Table 3.

[0058] Table 3

[0059]

[0060] According to the results presented in Table 3, it can be clearly seen that, compared with general concrete, the concrete body 11 according to some embodiments of the present disclosure has good mechanical properties. The concrete body 11 according to some embodiments of the present disclosure has a mechanical strength of about 2300 kg / m 3 About 2700kg / m 3 The concrete body 11 of some embodiments of the present disclosure has a unit structural weight of greater than about 120 MPa, a compressive strength of greater than about 15 MPa, and an ultimate flexural strength of greater than about 15 MPa. In addition, the concrete body 11 of some embodiments of the present disclosure has an initial crack flexural strength of greater than about 15 MPa, an elastic modulus of greater than about 35 GPa, and a tensile strength of greater than about 5 MPa. Furthermore, the concrete body 11 of some embodiments of the present disclosure has a shrinkage rate of less than about 300 mm / m, a shrinkage rate of less than about 5x10 -13 m 2 / sec chloride ion diffusion coefficient, and a thermal conductivity of about 1.6 W / m·K to about 1.8 W / m·K.

[0061] In addition, Table 4 shows a comparison of the weight and bending resistance of the concrete body 11 according to some embodiments of the present disclosure and other various materials. The concrete body 11 adopts the embodiment E3 of Tables 2-3, and the general concrete adopts the embodiment C1 of Tables 2-3.

[0062] Table 4

[0063]

[0064] According to the results presented in Table 4, it can be clearly seen that, compared with general concrete, under the same bending load, the weight of the concrete body 11 according to some embodiments of the present disclosure is lighter.

[0065] As used herein, the terms "approximately," "substantially," "substantially," and "about" are used to describe and take into account small variations. When used in conjunction with an event or circumstance, the terms may refer to situations where the event or circumstance definitely occurs as well as situations where the event or circumstance closely approximates to occurring. For example, when used in conjunction with a numerical value, the terms may refer to a range of variation less than or equal to ±10% of the numerical value, such as less than or equal to ±5%, less than or equal to ±4%, less than or equal to ±3%, less than or equal to ±2%, less than or equal to ±1%, less than or equal to ±0.5%, less than or equal to ±0.1%, or less than or equal to ±0.05%. For example, two values ​​may be considered "substantially" or "approximately" the same if the difference between the two values ​​is less than or equal to ±10% of the average of the values, such as less than or equal to ±5%, less than or equal to ±4%, less than or equal to ±3%, less than or equal to ±2%, less than or equal to ±1%, less than or equal to ±0.5%, less than or equal to ±0.1%, or less than or equal to ±0.05%. For example, "substantially" parallel may refer to an angular variation range of less than or equal to ±10° relative to 0°, such as less than or equal to ±5°, less than or equal to ±4°, less than or equal to ±3°, less than or equal to ±2°, less than or equal to ±1°, less than or equal to ±0.5°, less than or equal to ±0.1°, or less than or equal to ±0.05°. For example, "substantially" vertical may refer to an angular variation range of less than or equal to ±10° relative to 90°, such as less than or equal to ±5°, less than or equal to ±4°, less than or equal to ±3°, less than or equal to ±2°, less than or equal to ±1°, less than or equal to ±0.5°, less than or equal to ±0.1°, or less than or equal to ±0.05°.

[0066] As used herein, the singular terms "a", "an", and "the" may include plural referents unless the context clearly dictates otherwise. In the description of some embodiments, a component disposed "on" or "over" another component may encompass the case where the former component is directly on (e.g., physically in contact with) the latter component, as well as the case where one or more intervening components are located between the former component and the latter component.

[0067] Although the disclosure has been described and illustrated with reference to the specific embodiments of the disclosure, such description and illustration do not limit the disclosure. It is clearly understood by those skilled in the art that various changes may be made without departing from the true spirit and scope of the disclosure as defined by the appended claims, and equivalent components may be substituted in the embodiments. The drawings may not necessarily be drawn to scale. Due to variables in the manufacturing process, etc., there may be differences between the process reproduction in the disclosure and the actual equipment. There may be other embodiments of the disclosure that are not specifically shown. The description and drawings should be regarded as illustrative, not restrictive. Modifications may be made to adapt specific circumstances, materials, material compositions, methods or procedures to the goals, spirit and scope of the disclosure. All such modifications are intended to be within the scope of the appended claims. Although the methods disclosed herein have been described with reference to specific operations performed in a specific order, it is understood that such operations may be combined, subdivided or reordered to form equivalent methods without departing from the teachings of the disclosure. Therefore, unless specifically indicated herein, the order and grouping of operations are not limitations on the disclosure.

[0068] [Explanation of Symbols]

[0069] 1 Version Component

[0070] 2 beam

[0071] 3 Additional concrete sections

[0072] 4 Building structure

[0073] 11 Concrete body

[0074] 12 Truss

[0075] 21 Main reinforcement

[0076] 22 stirrups

[0077] 23 Rebar

[0078] 121 Straight steel bar

[0079] 122 Serrated steel bars

[0080] 123 Additional reinforcement

[0081] 124 Steel Bar

[0082] 125 reinforcement steel bars

[0083] 126 Suspension

[0084] C Triangle Area

[0085] d Thickness

[0086] D Triangle area

[0087] H Height

[0088] L distance

[0089] S Distance

[0090] t distance

[0091] W Width

[0092] X first direction

[0093] Y Second direction

[0094] θ angle.

Claims

1. A plate component, comprising: A concrete body, which is made of ultra-high performance concrete (ultra-high performance concrete; Made of UHPC; A plurality of trusses arranged along a first direction; and No steel mesh is arranged in the concrete body.

2. The slab member according to claim 1, wherein at least one of the plurality of trusses is partially exposed outside the concrete body.

3. The plate member according to claim 1 or 2, wherein each of the plurality of trusses extends in a second direction perpendicular to the first direction; and each of the plurality of trusses is arranged along the first direction.

4. The slab member according to claim 1 or 2, further comprising a plurality of steel bars disposed below the plurality of trusses and extending in the first direction, the plurality of steel bars being connected to the corresponding plurality of trusses.

5. The slab member according to claim 1 or 2, further comprising at least one reinforcing steel bar; wherein each of the at least one reinforcing steel bar extends in the first direction and passes through the interiors of the plurality of trusses.

6. The plate member according to claim 1 or 2, wherein the plate member comprises approximately 1 to 7 sets of trusses per meter in the first direction.

7. The plate member according to claim 1 or 2, wherein the plate member has a thickness of about 1.5 to 7 centimeters.

8. The plate member according to claim 7, wherein the plate member has a thickness of about 3 to 5 centimeters.

9. The slab member according to claim 1 or 2, wherein portions of the plurality of trusses exposed outside the concrete body protrude by approximately 4 to 32 centimeters in a direction perpendicular to a surface of the slab member.

10. The plate member according to claim 1 or 2, wherein the plate member has an area of ​​about 1 to 96 square meters.

11. A plate component, comprising: A concrete body made of UHPC; a supporting structure comprising a plurality of trusses for supporting the concrete body; A plurality of hanging parts; wherein the plurality of hanging parts are exposed outside the concrete body; and Wherein, no steel mesh is arranged in the concrete body.

12. A plate member according to claim 11, wherein: The plurality of hanging parts are formed by the portions of the plurality of trusses exposed outside the concrete body.

13. The plate member according to claim 11 or 12, wherein the plate member has a thickness of about 1.5 to 7 centimeters.

14. The plate member according to claim 11 or 12, wherein the plurality of hanging portions protrude by approximately 4 to 32 centimeters in a direction perpendicular to the surface of the plate member.

15. The plate member according to claim 11 or 12, wherein the plate member has an area of ​​about 1 to 96 square meters.

16. A building structure comprising: A plate member according to any one of claims 1 to 15; a beam having a steel bar partially exposed outside the beam; and The reinforcement extends into portions of the plurality of trusses of the slab member that are exposed outside the concrete body.

17. The building structure according to claim 16, further comprising an additional concrete portion, wherein the additional concrete portion covers portions of the steel bars and the plurality of trusses exposed outside the concrete body.

18. The building structure according to claim 17, wherein the additional concrete portion is made of conventional concrete or UHPC.

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