TWI805521B - Systematic formation structure of reinforced concrete building - Google Patents

Systematic formation structure of reinforced concrete building Download PDF

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TWI805521B
TWI805521B TW111142636A TW111142636A TWI805521B TW I805521 B TWI805521 B TW I805521B TW 111142636 A TW111142636 A TW 111142636A TW 111142636 A TW111142636 A TW 111142636A TW I805521 B TWI805521 B TW I805521B
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reinforced concrete
joint
flat plate
steering
parts
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TW111142636A
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TW202419718A (en
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許瑞生
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許瑞生
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Abstract

A systematic formation structure of reinforced concrete building includes plural forming members and a turning member. Each forming member has a flat plate part and a first combination part. The flat plate part has a width ranging from 15 to 90 cm and a first thickness ranging from 0.5 to 2.5 cm. The first combination part is disposed on two sides of the flat plate part along the direction of the first thickness. The first combination part has a first height ranging from 3 to 8 cm along the first thickness direction. The turning member has a second combination part disposed on two sides of the turning member. The second combination part are connected with the first combination part, so that the turning member is connected between two neighboring forming members, achieving a turning structure along the width directions of the forming members, fulfilling the formation demand of a building.

Description

鋼筋混凝土建築物系統化成型結構Reinforced Concrete Building Systematic Molding Structure

本發明係有關一種系統化成型結構，特別是指一種鋼筋混凝土建築物系統化成型結構。The invention relates to a systematic forming structure, in particular to a systematic forming structure of reinforced concrete buildings.

一般房屋建造工程中，在完成鋼筋結構的固定後，即為混凝土的灌漿作業，而在灌漿作業中，需將建築模板鋪設於鋼筋結構的周緣以形成一個容置空間，讓人員能夠將混凝土灌漿在所述容置空間內，而待混凝土凝固成型後，便可將建築模板拆除以完成混凝土的灌漿作業。In general housing construction, after the steel structure is fixed, it is the concrete grouting operation, and in the grouting operation, the building formwork needs to be laid on the periphery of the steel structure to form an accommodation space, so that personnel can grout the concrete In the accommodating space, after the concrete is solidified and formed, the building template can be removed to complete the grouting operation of the concrete.

其中，在建築模板的鋪設過程中，相鄰的建築模板需透過一連結件進行組接，然而現有的建築模板結構與連結件結構通常為分開設計的，使得建築模板與連結件在連接時，容易產生公差或是發生相互偏離的狀況，導致施工品質下降。再者，一般建築模板的材料通常為木材且用完即棄，導致原有的建築模板具有裁切後剩餘廢料多、回收成本高以及環保效益低的問題。Among them, in the laying process of building formwork, adjacent building formwork needs to be assembled through a connecting piece. However, the existing building formwork structure and connecting piece structure are usually designed separately, so that when the building formwork and connecting piece are connected, It is easy to produce tolerances or deviations from each other, resulting in a decline in construction quality. Furthermore, the general building formwork is usually made of wood and is disposable, resulting in the problems of the original building formwork having a lot of waste after cutting, high recycling costs and low environmental protection benefits.

為解決上述課題，本發明揭露一種鋼筋混凝土建築物系統化成型結構，其係透過呈系統化設計的成型件及轉向件，讓成型件及轉向件連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。In order to solve the above problems, the present invention discloses a systematic forming structure of reinforced concrete buildings, which can avoid mutual deviation or tolerance when connecting the forming parts and turning parts through the systematically designed forming parts and turning parts conditions, in order to achieve the purpose of improving the quality of construction.

為達上述目的，本發明一項實施例提供一種鋼筋混凝土建築物系統化成型結構，其包含複數成型件及一轉向件。各成型件具有一平板部及一第一結合部，平板部具有一寬度及一第一厚度，寬度介於15至90公分，第一厚度介於0.5至2.5公分，第一結合部沿平板部之第一厚度方向設於平板部之兩側，第一結合部沿平板部之第一厚度方向具有一第一高度，第一高度介於3至8公分；轉向件具有一第二結合部，第二結合部設於轉向件之兩側，第二結合部與第一結合部連結，以供轉向件連結於兩相鄰成型件之間，並使兩相鄰成型件之寬度方向呈相互不平行。To achieve the above purpose, an embodiment of the present invention provides a systematic forming structure of reinforced concrete buildings, which includes a plurality of forming parts and a turning part. Each molding has a flat plate portion and a first joint portion, the flat plate portion has a width and a first thickness, the width is between 15 and 90 cm, the first thickness is between 0.5 and 2.5 cm, and the first joint portion is along the flat plate portion. The first thickness direction is set on both sides of the flat plate portion, the first joint portion has a first height along the first thickness direction of the flat plate portion, and the first height is between 3 and 8 cm; the steering member has a second joint portion, The second joint is located on both sides of the steering piece, and the second joint is connected with the first joint, so that the steering piece is connected between two adjacent moldings, and the width direction of the two adjacent moldings is different from each other. parallel.

於本發明實施例中，各成型件具有一第一長度，第二結合部具有一第二長度及一第二高度，第二長度等於第一長度，第二高度等於第一高度。In the embodiment of the present invention, each molded part has a first length, the second joint part has a second length and a second height, the second length is equal to the first length, and the second height is equal to the first height.

於本發明實施例中，轉向件係區分為一內轉向件及一外轉向件，內轉向件具有一第一連接部，外轉向件具有一第二連接部，第一連接部及第二連接部分別連接於第二結合部之間並供第二結合部呈現轉向之效果，以達成鋼筋混凝土建築物之成型需求。In the embodiment of the present invention, the steering member is divided into an inner steering member and an outer steering member, the inner steering member has a first connecting portion, the outer steering member has a second connecting portion, the first connecting portion and the second connecting portion The parts are respectively connected between the second joints and provide the second joints with a turning effect, so as to meet the forming requirements of reinforced concrete buildings.

於本發明實施例中，第一連接部具有一彎折段，彎折段供第一連接部呈L型。In the embodiment of the present invention, the first connecting part has a bent section, and the bent section allows the first connecting part to be L-shaped.

於本發明實施例中，第二連接部呈一字型。In the embodiment of the present invention, the second connecting portion is in a straight line.

於本發明實施例中，各成型件及轉向件為一體擠壓成型，各成型件及轉向件之材料為塑膠或金屬。In the embodiment of the present invention, the forming parts and the turning parts are extruded as a whole, and the materials of the forming parts and the turning parts are plastic or metal.

藉此，本發明係透過呈系統化設計的成型件及轉向件，讓成型件及轉向件連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。並且轉向件能夠根據使用者需求直接轉換，讓本發明具有使用方便之功效。In this way, the present invention uses systematically designed forming parts and steering parts, so that when the forming parts and turning parts are connected, the situation of mutual deviation or tolerance can be avoided, thereby achieving the purpose of improving the construction quality. And the steering member can be directly converted according to the needs of users, so that the present invention has the effect of being convenient to use.

再者，本發明之成型件及轉向件係為一體擠壓成型，因此能夠達到減少製造成本之功效。並且成型件及轉向件之材質為塑膠或金屬，因此成型件及轉向件能夠達到重複利用之功效。Furthermore, the molded part and the steering part of the present invention are integrally extruded, so the effect of reducing the manufacturing cost can be achieved. Moreover, the material of the molded parts and the steering parts is plastic or metal, so the molded parts and the steering parts can be reused.

為便於說明本發明於上述創作內容一欄中所表示的中心思想，茲以具體實施例表達。實施例中各種不同物件係按適於列舉說明之比例，而非按實際元件的比例予以繪製，合先敘明。For ease of description, the present invention expresses in the central thought in the above-mentioned creation content column, expresses with specific embodiment hereby. Various objects in the embodiments are drawn in proportions suitable for illustration and description, rather than actual components, and are described first.

請參閱圖1至圖7所示，係揭示本發明實施例之鋼筋混凝土建築物系統化成型結構，其係鋪設於一鋼筋混凝土結構1之周緣，以分別形成一呈直線型的牆面2及一呈彎曲型的牆面3(如圖6及圖7所示)，並於牆面2及牆面3之間形成一個容置空間，使用者能夠將混凝土灌注於所述容置空間內，以供混凝土於所述容置空間硬化並將鋼筋包覆在內。其中，鋼筋混凝土建築物系統化成型結構包括複數成型件10及一轉向件20。Please refer to Fig. 1 to Fig. 7, which disclose the systematic forming structure of reinforced concrete building according to the embodiment of the present invention, which is laid on the periphery of a reinforced concrete structure 1 to form a linear wall surface 2 and A curved wall surface 3 (as shown in Figure 6 and Figure 7 ), and forms an accommodating space between the wall surface 2 and the wall surface 3, the user can pour concrete into the accommodating space, It is used for the concrete to harden in the accommodating space and wrap the steel bars inside. Wherein, the systematic forming structure of reinforced concrete building includes a plurality of forming parts 10 and a turning part 20 .

複數成型件10，各成型件10具有一平板部11及一第一結合部12。平板部11具有一寬度W及一第一厚度T1，寬度W介於15至90公分，第一厚度T1介於0.5至2.5公分；第一結合部12沿平板部11之第一厚度方向設於平板部11之兩側，第一結合部12沿平板部11之第一厚度方向具有一第一高度H1，第一高度H1介於3至8公分。其中，於本發明實施例中，寬度W之調整單位為5公分，使用者係根據所述調整單位進行寬度W之調整，以此讓成型件10能夠根據所述調整單位呈系統化的製作。A plurality of molded parts 10 , each molded part 10 has a flat plate part 11 and a first joint part 12 . The flat part 11 has a width W and a first thickness T1, the width W is between 15 and 90 centimeters, and the first thickness T1 is between 0.5 and 2.5 centimeters; On both sides of the flat portion 11 , the first combining portion 12 has a first height H1 along the first thickness direction of the flat portion 11 , and the first height H1 is between 3 and 8 cm. Wherein, in the embodiment of the present invention, the adjustment unit of the width W is 5 cm, and the user adjusts the width W according to the adjustment unit, so that the molded part 10 can be manufactured systematically according to the adjustment unit.

如圖1、圖3及圖5所示，於本發明實施例中，各成型件10更包括有一加強部13，加強部13係沿平板部11之第一厚度方向凸設於第一結合部12之間，加強部13係能夠加強成型件10之強度，以避免成型件10於混凝土灌漿作業中，發生變形或是損壞的狀況，其中，如圖3及圖5所示，加強部13之數量為複數個，複數加強部13呈間隔設置，以此成型件10能夠透過複數個加強部13進一步的將強度提升，並防止發生變形或是損壞的狀況；如圖1所示，第一結合部12及加強部13具有一第二厚度T2，第二厚度T2介於0.5至2.5公分，藉此限制第二厚度T2，以使成型件10能夠呈系統化的製作。As shown in Fig. 1, Fig. 3 and Fig. 5, in the embodiment of the present invention, each molded part 10 further includes a reinforcement part 13, and the reinforcement part 13 is protruded at the first joint part along the first thickness direction of the flat plate part 11. Between 12, the reinforcing part 13 can strengthen the strength of the formed part 10, so as to avoid the deformation or damage of the formed part 10 in the concrete grouting operation, wherein, as shown in Figure 3 and Figure 5, the reinforcing part 13 The number is plural, and the plurality of reinforcing parts 13 are arranged at intervals, so that the molded part 10 can further improve the strength through the plurality of reinforcing parts 13, and prevent deformation or damage; as shown in Figure 1, the first combined The part 12 and the reinforcing part 13 have a second thickness T2, and the second thickness T2 is between 0.5 and 2.5 cm, so as to limit the second thickness T2 so that the molded part 10 can be manufactured systematically.

如圖1所示，於本發明實施例中，第一結合部12穿設有一第一固定孔121，第一固定孔121可供一固定件4(如圖6所示)穿設，使第一結合部12與轉向件20連結固定。其中，固定件4可為螺絲及螺帽之組合。As shown in Figure 1, in the embodiment of the present invention, the first joint part 12 is perforated with a first fixing hole 121, and the first fixing hole 121 can be used for a fixing member 4 (as shown in Figure 6 ) to pass through, so that the first A joint portion 12 is connected and fixed with the steering member 20 . Wherein, the fixing member 4 can be a combination of screws and nuts.

其中，成型件10係為一體擠壓成型，使本發明能夠減少製造成本，且成型件10之材質為塑膠(例如PE、PP或任意可回收塑膠材質)或金屬，因此成型件10能夠達到重複利用之功效；再者，成型件10具有一第一長度L1，第一長度L1依行業慣例通常為60公分或其倍數，但不以此為限，第一長度L1亦可依使用者需求隨意調整。Wherein, the molded part 10 is integrally extruded, so that the present invention can reduce manufacturing costs, and the material of the molded part 10 is plastic (such as PE, PP or any recyclable plastic material) or metal, so the molded part 10 can achieve repeated The effect of utilization; moreover, the molded part 10 has a first length L1, and the first length L1 is usually 60 centimeters or its multiples according to industry practice, but it is not limited to this, and the first length L1 can also be arbitrarily according to user needs Adjustment.

轉向件20，其具有一第二結合部21，第二結合部21設於轉向件20之兩側，第二結合部21與第一結合部12連結，以供轉向件20連結於兩相鄰成型件10之間，並使兩相鄰成型件10之寬度方向呈相互不平行。其中，轉向件20係為一體擠壓成型，使本發明能夠減少製造成本，且轉向件20之材質為塑膠或金屬，因此轉向件20能夠達到重複利用之功效。The steering part 20 has a second joint part 21, the second joint part 21 is arranged on both sides of the steering part 20, the second joint part 21 is connected with the first joint part 12, so that the steering part 20 is connected to two adjacent Between the moldings 10, the width directions of two adjacent moldings 10 are non-parallel to each other. Wherein, the diverting member 20 is integrally extruded, so that the present invention can reduce the manufacturing cost, and the material of the diverting member 20 is plastic or metal, so the diverting member 20 can achieve the effect of repeated use.

如圖2至圖5所示，於本發明實施例中，第二結合部21具有一第二長度L2及一第二高度H2，第二長度L2等於第一長度L1，第二高度H2等於第一高度H1，以使第二結合部21能夠與第一結合部12相互吻合，防止第二結合部21與第一結合部12之連結處產生公差，並避免第二結合部21與第一結合部12相互偏移的情況發生。2 to 5, in the embodiment of the present invention, the second joint portion 21 has a second length L2 and a second height H2, the second length L2 is equal to the first length L1, and the second height H2 is equal to the first length L1. A height H1, so that the second joint part 21 can be matched with the first joint part 12, prevent the tolerance between the second joint part 21 and the first joint part 12, and prevent the second joint part 21 from being combined with the first joint A situation occurs in which the portions 12 are offset from each other.

如圖2至圖5所示，於本發明實施例中，轉向件20係區分為一內轉向件20a及一外轉向件20b。內轉向件20a具有一第一連接部22a，外轉向件20b具有一第二連接部22b，第一連接部22a及第二連接部22b分別連接於第二結合部21之間，並且第一連接部22a及第二連接部22b係供第二結合部21呈相互不平行設置，以使連結於轉向件20(內轉向件20a及外轉向件20b)兩側之成型件10之寬度方向呈相互不平行設置。As shown in FIGS. 2 to 5 , in the embodiment of the present invention, the steering member 20 is divided into an inner steering member 20 a and an outer steering member 20 b. The inner steering member 20a has a first connecting portion 22a, the outer steering member 20b has a second connecting portion 22b, the first connecting portion 22a and the second connecting portion 22b are respectively connected between the second connecting portions 21, and the first connecting portion The part 22a and the second connecting part 22b are for the second connecting part 21 to be arranged non-parallel to each other, so that the width direction of the molded part 10 connected to both sides of the steering part 20 (the inner steering part 20a and the outer steering part 20b) is mutually aligned. Not parallel set.

其中，如圖2及圖3所示，於本發明實施例中，第一連接部22a具有一彎折段221a，彎折段221a供第一連接部22a呈L型，以使內轉向件20a能夠應用於一般房屋牆面之內轉角處；如圖4及圖5所示，第二連接部22b係呈一字型，以使外轉向件20b能夠應用於一般房屋牆面之外轉角處。Wherein, as shown in FIG. 2 and FIG. 3, in the embodiment of the present invention, the first connecting portion 22a has a bent section 221a, and the bent section 221a allows the first connecting portion 22a to be L-shaped, so that the inner steering member 20a It can be applied to the inner corner of the general house wall; as shown in Figure 4 and Figure 5, the second connecting part 22b is in a straight line, so that the outer steering member 20b can be applied to the outer corner of the general house wall.

如圖2至圖5所示，於本發明實施例中，第二結合部21對應第一固定孔121穿設有一第二固定孔211，第二固定孔211及第一固定孔121供固定件4穿接，以固定第一結合部12及第二結合部21，並提高成型件10與轉向件20之連結處的強度。另外，於本發明其他實施例中，第一結合部12及第二結合部21亦可透過一夾持件以夾持方式相互結合。As shown in Figures 2 to 5, in the embodiment of the present invention, a second fixing hole 211 is perforated in the second joint part 21 corresponding to the first fixing hole 121, and the second fixing hole 211 and the first fixing hole 121 are used for fixing parts. 4 piercing, to fix the first joint part 12 and the second joint part 21, and improve the strength of the joint between the molded part 10 and the steering part 20. In addition, in other embodiments of the present invention, the first combining portion 12 and the second combining portion 21 can also be combined with each other in a clamping manner through a clamping member.

如圖6及圖7所示，係揭示本發明實際之使用樣態，本發明係鋪設於鋼筋混凝土結構1之周緣，以分別形成呈直線型的牆面2及呈彎曲型的牆面3。其中，如圖6及圖7所示，各成型件10係透過第一結合部12相互連結，以供複數成型件10組成呈直線型的牆面2；如圖6及圖7所示，為了符合牆面3之內轉角設計，兩相鄰的成型件10係透過內轉向件20a相互連結，並且為了符合牆面3之外轉角設計，兩相鄰的成型件10係透過具有外轉向件20b相互連結。As shown in Fig. 6 and Fig. 7, it discloses the actual use state of the present invention. The present invention is laid on the periphery of a reinforced concrete structure 1 to form a linear wall 2 and a curved wall 3 respectively. Wherein, as shown in Figures 6 and 7, each molding 10 is connected to each other through the first joint 12, so that a plurality of moldings 10 form a linear wall surface 2; as shown in Figures 6 and 7, in order In accordance with the design of the inner corner of the wall 3, two adjacent formed parts 10 are connected to each other through the inner turning part 20a, and in order to meet the design of the outer corner of the wall 3, two adjacent formed parts 10 are connected through the outer turning part 20b interconnected.

藉此，本發明係透過呈系統化設計的成型件10及轉向件20，讓成型件10及轉向件20連結時，能夠避免發生相互偏離或產生公差之狀況，以此達到提升施工品質之目的。並且轉向件20能夠根據使用者需求直接轉換，讓本發明具有使用方便之功效。In this way, the present invention uses the systematic design of the forming part 10 and the steering part 20, so that when the forming part 10 and the turning part 20 are connected, the situation of mutual deviation or tolerance can be avoided, so as to achieve the purpose of improving the construction quality . Moreover, the steering member 20 can be directly converted according to the needs of users, so that the present invention has the effect of being convenient to use.

再者，本發明之成型件10及轉向件20係為一體擠壓成型，因此能夠達到減少製造成本之功效。並且成型件10及轉向件20之材質為塑膠或金屬，因此成型件10及轉向件20能夠達到重複利用之功效。Furthermore, the forming part 10 and the turning part 20 of the present invention are integrally extruded, so the effect of reducing manufacturing cost can be achieved. Moreover, the material of the forming part 10 and the turning part 20 is plastic or metal, so the forming part 10 and the turning part 20 can achieve the effect of repeated use.

雖然本發明是以一個最佳實施例作說明，精於此技藝者能在不脫離本創作精神與範疇下作各種不同形式的改變。以上所舉實施例僅用以說明本創作而已，非用以限制本創作之範圍。舉凡不違本創作精神所從事的種種修改或改變，俱屬本創作申請專利範圍。Although the present invention has been described with a preferred embodiment, those skilled in the art can make various changes without departing from the spirit and scope of the invention. The above-mentioned embodiments are only used to illustrate the creation, and are not intended to limit the scope of the creation. All modifications or changes that do not violate the spirit of this creation belong to the patent scope of this creation.

1:鋼筋混凝土結構 2:牆面 3:牆面 4:固定件 10:成型件 11:平板部 12:第一結合部 121:第一固定孔 13:加強部 20:轉向件 20a:內轉向件 20b:外轉向件 21:第二結合部 211:第二固定孔 22a:第一連接部 22b:第二連接部 221a:彎折段 W:寬度 H1:第一高度 H2:第二高度 T1:第一厚度 T2:第二厚度 L1:第一長度 L2:第二長度1: reinforced concrete structure 2: wall 3: Wall 4:Fixer 10: Molded parts 11: flat part 12: The first junction 121: the first fixing hole 13: Strengthening Department 20: Steering parts 20a: Inner steering piece 20b: Outer steering piece 21: The second junction 211: Second fixing hole 22a: the first connecting part 22b: the second connecting part 221a: bending section W: width H1: first height H2: second height T1: first thickness T2: second thickness L1: first length L2: second length

[圖1]係本發明實施例之成型件之立體外觀示意圖。 [圖2]係本發明實施例之內轉向件之立體外觀示意圖。 [圖3]係本發明實施例之實際連接示意圖，用以表示成型件透過內轉向件相互連結。 [圖4]係本發明實施例之外轉向件之立體外觀示意圖。 [圖5]係本發明實施例之實際連接示意圖，用以表示成型件透過外轉向件相互連結。 [圖6]係本發明實施例之實際使用樣態立體示意圖，用以表示本發明之實際鋪設狀況。 [圖7]係本發明實施例之實際使用樣態俯面示意圖，用以表示本發明之實際鋪設狀況。 [Fig. 1] is a schematic diagram of the three-dimensional appearance of the molded part of the embodiment of the present invention. [Fig. 2] is a three-dimensional appearance schematic diagram of the steering member in the embodiment of the present invention. [Fig. 3] is a schematic diagram of the actual connection of the embodiment of the present invention, which is used to show that the molded parts are connected to each other through the inner steering part. [FIG. 4] It is a schematic diagram of the three-dimensional appearance of the steering member other than the embodiment of the present invention. [Fig. 5] is a schematic diagram of the actual connection of the embodiment of the present invention, which is used to show that the molded parts are connected to each other through the outer turning parts. [Fig. 6] is a three-dimensional schematic diagram of the actual use state of the embodiment of the present invention, which is used to represent the actual laying condition of the present invention. [Fig. 7] is a top plan view of the actual use state of the embodiment of the present invention, which is used to represent the actual laying condition of the present invention.

1:鋼筋混凝土結構 1: reinforced concrete structure

2:牆面 2: wall

3:牆面 3: Wall

4:固定件 4:Fixer

10:成型件 10: Molded parts

12:第一結合部 12: The first junction

20:轉向件 20: Steering parts

20a:內轉向件 20a: Inner steering piece

20b:外轉向件 20b: Outer steering piece

Claims (10)

一種鋼筋混凝土建築物系統化成型結構，其包含：複數成型件，各該成型件為一體擠壓成型，各該成型件具有一平板部及一第一結合部，該平板部具有一寬度及一第一厚度，該寬度介於15至90公分，該第一厚度介於0.5至2.5公分，該第一結合部沿該平板部之第一厚度方向設於該平板部之兩側，該第一結合部沿該平板部之第一厚度方向具有一第一高度，該第一高度介於3至8公分；以及一轉向件，其為一體擠壓成型，該轉向件具有一第二結合部，該第二結合部設於該轉向件之兩側，該第二結合部與該第一結合部連結，以供該轉向件連結於兩相鄰成型件之間，並使兩相鄰成型件之寬度方向呈相互不平行。 A systematic molding structure of reinforced concrete buildings, which includes: a plurality of moldings, each of which is integrally extruded, each of the moldings has a flat plate portion and a first joint portion, and the flat plate portion has a width and a The first thickness, the width is between 15 and 90 centimeters, the first thickness is between 0.5 and 2.5 centimeters, the first joint portion is arranged on both sides of the flat plate along the first thickness direction of the flat plate, the first The joint portion has a first height along the first thickness direction of the flat plate portion, and the first height is between 3 and 8 cm; and a steering piece, which is integrally extruded, and the steering piece has a second joint portion, The second joint part is arranged on both sides of the steering part, and the second joint part is connected with the first joint part, so that the steering part is connected between two adjacent molding parts, and the two adjacent molding parts The width directions are not parallel to each other. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中，各該成型件具有一第一長度，該第二結合部具有一第二長度及一第二高度，該第二長度等於該第一長度，該第二高度等於該第一高度。 The reinforced concrete building system forming structure as described in claim 1, wherein each of the forming parts has a first length, the second joint portion has a second length and a second height, and the second length is equal to the The first length, the second height is equal to the first height. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中，該轉向件係區分為一內轉向件及一外轉向件，該內轉向件具有一第一連接部，該外轉向件具有一第二連接部，該第一連接部及該第二連接部分別連接於該第二結合部之間並供該第二結合部呈相互不平行。 The reinforced concrete building system forming structure as described in claim 1, wherein the steering member is divided into an inner steering member and an outer steering member, the inner steering member has a first connecting portion, and the outer steering member has A second connecting part, the first connecting part and the second connecting part are respectively connected between the second connecting parts and the second connecting parts are not parallel to each other. 如請求項3所述之鋼筋混凝土建築物系統化成型結構，其中，該第一連接部具有一彎折段，該彎折段供該第一連接部呈L型。 The systemized forming structure of reinforced concrete buildings as described in claim 3, wherein the first connecting part has a bent section, and the bent section allows the first connecting part to be L-shaped. 如請求項3所述之鋼筋混凝土建築物系統化成型結構，其中，該第二連接部呈一字型。 The systemized forming structure of reinforced concrete buildings according to claim 3, wherein the second connecting portion is in a straight line. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中， 各該成型件及該轉向件之材料為塑膠或金屬。 The reinforced concrete building systemized forming structure as described in Claim 1, wherein, The materials of each of the molded part and the turning part are plastic or metal. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中，各該成型件更包括有一加強部，該加強部沿該平板部之第一厚度方向凸設於該第一結合部之間。 The systemized molded structure of reinforced concrete buildings according to claim 1, wherein each molded part further includes a reinforcement part, and the reinforcement part is protruded between the first joint parts along the first thickness direction of the flat plate part . 如請求項7所述之鋼筋混凝土建築物系統化成型結構，其中，該第一結合部及該加強部具有一第二厚度，該第二厚度介於0.5至2.5公分。 The reinforced concrete building system forming structure according to claim 7, wherein the first joint part and the reinforcement part have a second thickness, and the second thickness is between 0.5 and 2.5 cm. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中，該第一結合部穿設有一第一固定孔，該第二結合部對應該第一固定孔穿設有一第二固定孔，該第一固定孔及該第二固定孔供一固定件穿接，以固定該第一結合部及該第二結合部。 The systemized forming structure of reinforced concrete buildings as described in Claim 1, wherein the first joint part is pierced with a first fixing hole, and the second joint part is pierced with a second fixing hole corresponding to the first fixing hole, A fixing piece passes through the first fixing hole and the second fixing hole to fix the first combining portion and the second combining portion. 如請求項1所述之鋼筋混凝土建築物系統化成型結構，其中，該寬度之調整單位為5公分。 The systemized molding structure of reinforced concrete buildings as described in Claim 1, wherein the adjustment unit of the width is 5 centimeters.
TW111142636A 2022-11-08 2022-11-08 Systematic formation structure of reinforced concrete building TWI805521B (en)

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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
TW202108857A (en) * 2019-08-18 2021-03-01 安翊企業股份有限公司 Systematized formwork for construction arranging and combining the formwork to form a required area for grouting for the construction

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
TW202108857A (en) * 2019-08-18 2021-03-01 安翊企業股份有限公司 Systematized formwork for construction arranging and combining the formwork to form a required area for grouting for the construction

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