TWI610012B - Threaded planting device and forming method thereof - Google Patents
Threaded planting device and forming method thereof Download PDFInfo
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- TWI610012B TWI610012B TW104138873A TW104138873A TWI610012B TW I610012 B TWI610012 B TW I610012B TW 104138873 A TW104138873 A TW 104138873A TW 104138873 A TW104138873 A TW 104138873A TW I610012 B TWI610012 B TW I610012B
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Description
本發明是有關於一種植筋裝置及其成型方法,特別是指一種螺紋式植筋裝置及其成型方法。The invention relates to a planting rib device and a molding method thereof, in particular to a threaded planting device and a molding method thereof.
一般植筋施作的流程,也就是所謂的化學式植筋,主要是先利用鑽孔工具在一混凝土建築物之植筋預定位置鑽攻出適當數量的螺孔,再利用鋼刷(或噴氣槍)伸入螺孔中清除螺孔內的雜質,再於螺孔中填裝藥劑。目前植筋所使用之藥劑主要成分為環氧樹脂或水泥基底,以在固化後供鋼筋植筋用。Generally, the process of planting the ribs, that is, the so-called chemical ribbing, mainly uses a drilling tool to drill a suitable number of screw holes at a predetermined position of the reinforced concrete in the concrete building, and then uses a steel brush (or a jet gun). ) Insert the screw hole to remove the impurities in the screw hole, and then fill the screw hole with the medicine. At present, the main component of the agent used for planting tendons is epoxy resin or cement substrate, which is used for reinforcing steel bars after curing.
然而,上述傳統的植筋工法除了清除螺孔內之雜質的步驟繁瑣費工之外,且若應用於高溫潮濕的氣候中,加上使用摻海砂的混凝土及施工品質不良等等因素,鋼筋混凝土構造物特別容易腐蝕,當混凝土內部鋼筋表面的氯離子超過一定的量時,植筋藥劑會產生潛變,當潛變達到一定程度,鋼筋表面的保護性鈍化膜開始破壞,接著鋼筋開始腐蝕膨脹,造成混凝土層發生龜裂、崩落。However, the above-mentioned conventional ribbing method is complicated and laborious in addition to the step of removing the impurities in the screw holes, and if applied to a high temperature and humid climate, combined with the use of sea sand mixed concrete and poor construction quality, etc. Concrete structures are particularly prone to corrosion. When the chloride ion on the surface of the concrete inside the concrete exceeds a certain amount, the planting agent will produce a latent change. When the creeping force reaches a certain level, the protective passivation film on the surface of the steel bar begins to break, and then the steel bar begins to corrode. Swelling causes cracking and caving of the concrete layer.
參閱圖1,為一現有的混凝土植筋裝置1,適用於一混凝土結構物10,該混凝土結構物10於設置該混凝土植筋裝置1的位置穿設有一定位螺孔101。該混凝土植筋裝置1包含一錨栓11、一鋼筋12,以及一接合單元13。該錨栓11包括一螺頭部111、一與該螺頭部111相連接且外表面環繞形成有一外螺牙110之螺桿部112,及一由該螺頭部111朝該螺桿部112延伸之螺槽部113。該錨栓11之該螺桿部112是藉由該外螺牙110,與該混凝土結構物10之該定位螺孔101相螺接而埋置於該混凝土結構物10中,該錨栓11之該螺頭部111則凸出於該混凝土結構物10外表面。該接合單元13設於該鋼筋12至少一端,且該接合單元13包括一螺結部131,該鋼筋12是藉由該接合單元13之該螺結部131與該錨栓11之該螺槽部113相螺接。Referring to Fig. 1, a conventional concrete planting device 1 is applied to a concrete structure 10 which is provided with a positioning screw hole 101 at a position where the concrete planting device 1 is disposed. The concrete planting device 1 comprises an anchor 11, a reinforcing bar 12, and an engaging unit 13. The anchor 11 includes a screw head 111, a screw portion 112 connected to the screw head 111 and having an outer surface surrounding an external thread 110, and a screw portion 111 extending toward the screw portion 112. The groove portion 113. The screw portion 112 of the anchor bolt 11 is embedded in the concrete structure 10 by being screwed with the positioning screw hole 101 of the concrete structure 10, and the anchor bolt 11 is The screw head 111 protrudes from the outer surface of the concrete structure 10. The engaging unit 13 is disposed at at least one end of the reinforcing bar 12, and the engaging unit 13 includes a screwing portion 131. The reinforcing bar 12 is the screwing portion 131 of the engaging unit 13 and the screw groove portion of the anchor bolt 11. 113 phase screwing.
然而,由於該混凝土植筋裝置1必須先行固定該錨栓11,才將該鋼筋12藉由該結合單元13之螺結部131而鎖固植入,需進行的安裝步驟尚嫌繁瑣。另外,由於該混凝土植筋裝置1包含多個彼此分離的元件,故難以採用單一產線一次製成,因而限制了製造效率。況且,在製程上還必須對該錨栓11進行加工而成型該螺槽部113,而配合該螺槽部113的該螺結部131,亦需要另外進行螺紋的加工作業,故造成了加工成本較高的缺點。However, since the concrete planting device 1 must first fix the anchor bolt 11, the reinforcing bar 12 is locked and implanted by the screwing portion 131 of the coupling unit 13, and the installation step to be performed is cumbersome. In addition, since the concrete planting apparatus 1 includes a plurality of elements separated from each other, it is difficult to manufacture once in a single line, thereby limiting manufacturing efficiency. Moreover, in the process, the anchor bolt 11 must be processed to form the screw groove portion 113, and the screw portion 131 of the screw groove portion 113 is required to perform another thread processing operation, thereby causing processing cost. Higher disadvantages.
因此,本發明之目的,即在提供一種未使用化學藥劑,且植入過程精簡的螺紋式植筋裝置。Accordingly, it is an object of the present invention to provide a threaded implant device that is not chemically used and that has a simplified implantation process.
於是,本發明螺紋式植筋裝置,包含一鋼筋、一個一體連接於該鋼筋之一端的螺頭,及一個一體連接於該鋼筋之另一端的螺桿。Therefore, the threaded planting device of the present invention comprises a reinforcing bar, a screw head integrally connected to one end of the reinforcing bar, and a screw integrally connected to the other end of the reinforcing bar.
該鋼筋與建築用鋼筋採用相同的材質,用以與建築用鋼筋以綑綁、焊接等等的方式連接。The steel bars are made of the same material as the steel bars used for construction, and are used to be bundled, welded, etc. with the steel bars for construction.
該螺桿包括一桿體,及一螺旋環設於該桿體上的螺紋。進行植筋作業時,是先在一混凝土結構鑽設一鑽孔,接著自該螺頭施力而利用該螺桿進行鑽攻,不需要使用任何的化學藥劑,亦不需特別進行清除該鑽孔中之雜質的步驟,即能使該螺紋式植筋裝置確實植入該混凝土結構,快速且精簡地完成植筋作業。The screw includes a rod body and a thread of a spiral ring disposed on the rod body. In the process of arranging the reinforced concrete, a drill hole is drilled in a concrete structure, and then the screw is used to perform the drilling and attacking from the screw head, and no chemical is needed, and the drilling hole is not required to be specially removed. The step of impurity in the thread enables the threaded planting device to be implanted into the concrete structure to complete the planting operation quickly and streamlinedly.
本發明之另一目的,在於提供一種能採用單一產線進行製程之螺紋式植筋裝置的成型方法。Another object of the present invention is to provide a molding method for a threaded planting apparatus capable of performing a process using a single production line.
於是,本發明螺紋式植筋裝置的成型方法,包含一準備一鋼筋的備製步驟、一將該鋼筋裁切為所需長度的裁切步驟、一使該鋼筋之一端形成一螺頭的螺頭成型步驟,及一自該鋼筋遠離該螺頭之一端向內成型一螺紋的螺桿成型步驟。Therefore, the molding method of the threaded planting device of the present invention comprises a preparation step of preparing a reinforcing bar, a cutting step of cutting the reinforcing bar into a desired length, and a screw for forming a screw head at one end of the reinforcing bar. a head forming step, and a screw forming step of forming a thread inwardly from the end of the reinforcing bar away from the screw head.
其中,該螺頭成型步驟是利用銑削及冲壓其中一種方式,故能使該螺紋式植筋裝置的成型方法整合於單一產線上,以單一產線直接製成該螺紋式植筋裝置,能利用產線而大量製造,故有利於配合建築工程,在短時間製造所需數量的螺紋式植筋裝置。Wherein, the screw forming step is one of milling and stamping, so that the forming method of the threaded planting device can be integrated into a single production line, and the threaded planting device can be directly formed by a single production line, and can be utilized. The production line is manufactured in large quantities, so it is advantageous to cooperate with the construction project to manufacture the required number of threaded planting equipment in a short time.
本發明之功效在於:該螺紋式植筋裝置不需要採用任何的化學藥劑,亦不需清除該預鑽孔中之雜質,且由於該螺紋式植筋裝置為一體成型,故能藉由該螺頭施力,利用該螺桿直接鑽攻該混凝土結構,以快速且精簡的步驟完成植筋作業;而藉由該螺紋式植筋裝置的成型方法,能以單一產線大量製成該螺紋式植筋裝置。The effect of the invention is that the threaded planting device does not need to use any chemical agent, and does not need to remove impurities in the pre-drilled hole, and since the threaded planting device is integrally formed, the screw can be used by the screw The head applies force, and the screw is directly drilled and tapped on the concrete structure to complete the planting operation in a quick and streamlined step; and by the forming method of the threaded planting device, the threaded plant can be made in a large number of single production lines. Reinforcement device.
在本發明被詳細描述之前,應當注意在以下的說明內容中,類似的元件是以相同的編號來表示。Before the present invention is described in detail, it should be noted that in the following description, similar elements are denoted by the same reference numerals.
參閱圖2,為本發明螺紋式植筋裝置2之一實施例,該實施例包含一鋼筋21、一個一體連接於該鋼筋21之一端的螺頭22,及一個一體連接於該鋼筋21之另一端的螺桿23。由於該鋼筋21、該螺頭22,及該螺桿23是一體成型,故能省去製造多個元件以及成型元件間彼此配合之形狀結構的加工成本。Referring to FIG. 2, an embodiment of a threaded planting device 2 according to the present invention includes a reinforcing bar 21, a screw head 22 integrally connected to one end of the reinforcing bar 21, and a core integrally connected to the reinforcing bar 21. Screw 23 at one end. Since the reinforcing bar 21, the screw head 22, and the screw 23 are integrally formed, it is possible to omit the processing cost of manufacturing a plurality of components and a shape structure in which the molding members are fitted to each other.
參閱圖3與圖4,為本發明螺紋式植筋裝置的成型方法之一實施例,該實施例包含一準備一鋼筋21的備製步驟51、一將該鋼筋21裁切為所需長度的裁切步驟52、一使該鋼筋21之一端形成一螺頭22的螺頭成型步驟53、一自該鋼筋21遠離該螺頭22之一端向內成型一螺紋232的螺桿成型步驟54,及一對該螺頭21及該螺紋232自遠離該螺頭21之一端起延伸的至少一部分進行硬化處理的硬化步驟55。該備製步驟51包括一準備一鋼條20的準備流程511、一利用一整直機(圖中未繪示)整直該鋼條20的整直流程512,及一以輥壓之方式使該鋼條20之外表面形成肋紋而製成該鋼筋21的輥紋流程513。Referring to FIG. 3 and FIG. 4, an embodiment of a method for molding a threaded planting apparatus according to the present invention includes a preparation step 51 of preparing a reinforcing bar 21, and cutting the reinforcing bar 21 into a desired length. a cutting step 52, a screw forming step 53 for forming one end of the reinforcing bar 21 to form a screw head 22, a screw forming step 54 for forming a thread 232 from the one end of the reinforcing bar 21 away from the screw head 22, and a screw forming step 54 The screw head 21 and the screwing step 232 are subjected to a hardening step 55 of hardening treatment from at least a portion extending away from one end of the screw head 21. The preparation step 51 includes a preparation process 511 for preparing a steel strip 20, a straightening process 512 for straightening the steel strip 20 by a straightening machine (not shown), and a rolling process. A rib pattern is formed on the outer surface of the steel strip 20 to form a roll process 513 of the steel bar 21.
其中,該螺頭成型步驟53是利用銑削及冲壓其中一種方式,故能使該螺紋式植筋裝置的成型方法之實施例整合於單一產線上,以單一產線直接製成該螺紋式植筋裝置2,能利用產線而大量製造,故有利於配合建築工程,在短時間製造所需數量的螺紋式植筋裝置2。Wherein, the screw forming step 53 is one of milling and stamping, so that the embodiment of the forming method of the threaded planting device can be integrated into a single production line, and the threaded planting bar can be directly formed by a single production line. The device 2 can be mass-produced using the production line, so that it is advantageous to cooperate with the construction project to manufacture the required number of threaded planting devices 2 in a short time.
參閱圖3至圖5,該螺桿23包括一桿體231,及一螺旋環設於該桿體231上的螺紋232。其中,在該螺桿成型步驟54中是以搓牙及輥牙其中一種方式成型該螺紋232,而該螺紋232是自該桿體231遠離該鋼筋21之一端朝向該鋼筋21螺旋延伸,以利於進行鑽攻。該螺紋232具有一第一緣面233,及一與該第一緣面233夾一夾角θ的第二緣面234,該夾角θ是介於30度至60度之間,且包含端點值。Referring to FIGS. 3 to 5 , the screw 23 includes a rod 231 and a thread 232 of a spiral ring disposed on the rod 231 . In the screw forming step 54 , the thread 232 is formed by one of a tooth and a roller, and the thread 232 is spirally extended from the rod body 231 away from the end of the reinforcing bar 21 toward the reinforcing bar 21 to facilitate the screwing. Drilling attack. The thread 232 has a first edge surface 233 and a second edge surface 234 that is at an angle θ to the first edge surface 233. The angle θ is between 30 degrees and 60 degrees, and includes an endpoint value. .
參閱圖6,進行植筋作業時,該螺紋式植筋裝置2的實施例適用於配合一混凝土結構物9,首先在該混凝土結構物9上鑽設一預鑽孔91,接著藉由該螺頭22施力,利用該螺桿23的螺紋232對該預鑽孔91進行鑽攻,待該螺桿23鑽攻入該預鑽孔91,即能快速且簡便地完成植筋作業,完全不需要使用任何化學藥劑,且不需特別進行清除該預鑽孔91中之雜質的步驟。值得特別說明的是,由於進行鑽攻時必須藉由該螺頭22施力,且該螺紋232的前段部分必須直接對該預鑽孔91的壁面進行鑽攻,故該螺頭22及該螺紋232自遠離該鋼筋21之一端起延伸的至少一部分經過硬化處理,使該螺頭22得以承受外力而不變型,並使該螺桿23能藉由該螺紋232順利地進行鑽攻。而在如圖3所繪示之硬化步驟55中所進行的硬化處理,可以依據硬度需求而選擇滲碳、滲硫、熱處理、氮化、蒸鍍,甚至雷射表面處理等等的方式。Referring to Figure 6, the embodiment of the threaded planting device 2 is adapted to fit a concrete structure 9 by first drilling a pre-drilled hole 91 on the concrete structure 9, followed by the snail. The head 22 is biased, and the pre-drilled hole 91 is drilled by the thread 232 of the screw 23. When the screw 23 is drilled into the pre-drilled hole 91, the planting operation can be completed quickly and easily, and no need to use it. Any chemical agent, and no special step of removing impurities in the pre-drilled hole 91 is required. It should be particularly noted that since the screw head 22 must be forced by the screw head and the front portion of the thread 232 must directly drill the wall surface of the pre-drill hole 91, the screw head 22 and the thread At least a portion of the 232 extending away from one end of the reinforcing bar 21 is subjected to a hardening process so that the screw head 22 can withstand an external force without being deformed, and the screw 23 can be smoothly drilled by the thread 232. However, in the hardening treatment performed in the hardening step 55 as shown in FIG. 3, carburization, sulfurizing, heat treatment, nitriding, evaporation, and even laser surface treatment may be selected depending on the hardness requirement.
參閱圖7,待該螺紋式植筋裝置2的實施例藉由該螺桿23的鑽攻而鎖固於該混凝土結構物9時,即能將建築用鋼筋3與該鋼筋21以綑綁或者焊接的方式連接。其中,如圖7所繪示的連接方式是採用多數鐵絲4,將所述建築用鋼筋3與該鋼筋21彼此綑綁,藉此續接所述建築用鋼筋3。接著,所述建築用鋼筋3以及裸露於混凝土結構物9的鋼筋21,即能使用於建構後續的建築結構物8。Referring to FIG. 7, when the embodiment of the threaded planting device 2 is locked to the concrete structure 9 by the drilling and tapping of the screw 23, the reinforcing steel 3 for construction and the steel bar 21 can be bundled or welded. Way to connect. The connection method shown in FIG. 7 is that the plurality of wires 4 are used, and the steel bars 3 for construction and the steel bars 21 are bundled with each other, thereby continuing the reinforcing bars 3 for construction. Next, the steel reinforcement 3 for construction and the steel reinforcement 21 exposed to the concrete structure 9 can be used to construct a subsequent building structure 8.
值得特別說明的是,該螺紋式植筋裝置2的實施例除了適用於進行植筋作業之外,在建築工程的技術範疇中,還能適用於連接兩個彼此分離的水泥塊或者其他種類的建材。只要在該實施例確實鎖固於其中一建材後,在該實施例上連接另一建材,即能達成連接兩個彼此分離之建材的功效。It should be particularly noted that the embodiment of the threaded planting device 2 can be applied to connect two cement blocks or other kinds separated from each other in the technical field of construction engineering, in addition to being suitable for the planting work. Building materials. As long as the embodiment is attached to one of the building materials, and another building material is connected to the embodiment, the effect of connecting the two building materials separated from each other can be achieved.
綜上所述,藉由本發明螺紋式植筋裝置的成型方法,能以單一產線大量製成本發明螺紋式植筋裝置2,而該螺紋式植筋裝置2能省去製造多個元件以及元件間配合組接之結構的加工成本,並能藉由該螺頭22施力,利用該螺桿23之螺紋232進行鑽攻,快速且簡便地將該螺紋式植筋裝置2鎖固於該混凝土結構物9,完成所需的植筋作業,故確實能達成本發明之目的。In summary, by the molding method of the threaded planting device of the present invention, the threaded planting device 2 of the present invention can be produced in a large number of single production lines, and the threaded planting device 2 can eliminate the manufacture of multiple components and components. The processing cost of the structure of the assembled assembly is matched, and the screw head 232 of the screw 23 can be used for drilling and tapping by the force of the screw head 22, and the threaded planting device 2 is quickly and easily locked to the concrete structure. The object 9, the required planting work is completed, so that the object of the present invention can be achieved.
惟以上所述者,僅為本發明之實施例而已,當不能以此限定本發明實施之範圍,凡是依本發明申請專利範圍及專利說明書內容所作之簡單的等效變化與修飾,皆仍屬本發明專利涵蓋之範圍內。However, the above is only the embodiment of the present invention, and the scope of the invention is not limited thereto, and all the equivalent equivalent changes and modifications according to the scope of the patent application and the patent specification of the present invention are still The scope of the invention is covered.
2‧‧‧螺紋式植筋裝置
20‧‧‧鋼條
21‧‧‧鋼筋
22‧‧‧螺頭
23‧‧‧螺桿
231‧‧‧桿體
232‧‧‧螺紋
233‧‧‧第一緣面
234‧‧‧第二緣面
3‧‧‧建築用鋼筋
4‧‧‧鐵絲
51‧‧‧備製步驟
511‧‧‧準備流程
512‧‧‧整直流程
513‧‧‧輥紋流程
52‧‧‧裁切步驟
53‧‧‧螺頭成型步驟
54‧‧‧螺桿成型步驟
55‧‧‧硬化步驟
8‧‧‧建築結構物
9‧‧‧混凝土結構物
91‧‧‧預鑽孔
θ‧‧‧夾角2‧‧‧Threaded planting device
20‧‧‧Steel bars
21‧‧ ‧ steel bars
22‧‧‧ screw head
23‧‧‧ screw
231‧‧‧ rod body
232‧‧ Thread
233‧‧‧ first edge
234‧‧‧second edge
3‧‧‧Building reinforcement
4‧‧‧Wire
51‧‧‧Preparation steps
511‧‧‧ Preparation process
512‧‧‧ straight process
513‧‧‧ Rolling process
52‧‧‧ cutting steps
53‧‧‧ Screw forming step
54‧‧‧Silver forming steps
55‧‧‧ Hardening step
8‧‧‧Building structures
9‧‧‧Concrete structure
91‧‧‧Pre-drilled θ‧‧‧ angle
本發明之其他的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是一局部剖視圖,說明一現有的混凝土植筋裝置; 圖2是一立體圖,說明本發明螺紋式植筋裝置的一實施例; 圖3是一方塊圖,說明本發明螺紋式植筋裝置的成型方法之一實施例; 圖4是一流程圖,詳細說明本發明螺紋式植筋裝置的成型方法之該實施例; 圖5是一側視圖,以另一角度說明本發明螺紋式植筋裝置的該實施例; 圖6是一剖視圖,說明本發明螺紋式植筋裝置的該實施例植入一混凝土結構物的情況;及 圖7是一剖視圖,說明本發明螺紋式植筋裝置的該實施例完成植筋後配合建構一建築結構物的情況。Other features and advantages of the present invention will be apparent from the embodiments of the present invention, wherein: Figure 1 is a partial cross-sectional view showing a conventional concrete planting device; Figure 2 is a perspective view showing the thread of the present invention FIG. 3 is a block diagram showing an embodiment of a molding method of the threaded planting device of the present invention; FIG. 4 is a flow chart for explaining in detail the molding of the threaded planting device of the present invention. 5 is a side view illustrating the embodiment of the threaded planting device of the present invention from another angle; FIG. 6 is a cross-sectional view showing the embodiment of the threaded planting device of the present invention implanted A case of a concrete structure; and Fig. 7 is a cross-sectional view showing the case where the embodiment of the threaded planting apparatus of the present invention cooperates to construct a building structure after the planting of the ribs.
2‧‧‧螺紋式植筋裝置 2‧‧‧Threaded planting device
21‧‧‧鋼筋 21‧‧ ‧ steel bars
22‧‧‧螺頭 22‧‧‧ screw head
23‧‧‧螺桿 23‧‧‧ screw
231‧‧‧桿體 231‧‧‧ rod body
232‧‧‧螺紋 232‧‧ Thread
Claims (9)
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TWI610012B true TWI610012B (en) | 2018-01-01 |
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CN1182652A (en) * | 1996-11-20 | 1998-05-27 | 王榕生 | Method for making joint screw of steel bar end and mfg. device thereof |
CN1587578A (en) * | 2004-09-17 | 2005-03-02 | 徐洁媛 | After-planting expansion piece |
CN1621638A (en) * | 2003-11-25 | 2005-06-01 | 森提苏克·普鲁克萨瓦斯蒂 | Threaded deformed bar and method for making the bar |
CN202299127U (en) * | 2011-09-16 | 2012-07-04 | 关衍德 | Steel bar structure and steel bar structure forming equipment |
TWM489187U (en) * | 2014-05-09 | 2014-11-01 | Cheng Qi Steel Co Ltd | Foundation bolt |
CN204435906U (en) * | 2015-01-23 | 2015-07-01 | 世铠精密股份有限公司 | Planting reinforced bar into concrete device |
TWM525962U (en) * | 2015-11-24 | 2016-07-21 | Shehkai Prec Co Ltd | Thread type implant bar device |
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2015
- 2015-11-24 TW TW104138873A patent/TWI610012B/en active
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CN1182652A (en) * | 1996-11-20 | 1998-05-27 | 王榕生 | Method for making joint screw of steel bar end and mfg. device thereof |
CN1621638A (en) * | 2003-11-25 | 2005-06-01 | 森提苏克·普鲁克萨瓦斯蒂 | Threaded deformed bar and method for making the bar |
CN1587578A (en) * | 2004-09-17 | 2005-03-02 | 徐洁媛 | After-planting expansion piece |
CN202299127U (en) * | 2011-09-16 | 2012-07-04 | 关衍德 | Steel bar structure and steel bar structure forming equipment |
TWM489187U (en) * | 2014-05-09 | 2014-11-01 | Cheng Qi Steel Co Ltd | Foundation bolt |
CN204435906U (en) * | 2015-01-23 | 2015-07-01 | 世铠精密股份有限公司 | Planting reinforced bar into concrete device |
TWM525962U (en) * | 2015-11-24 | 2016-07-21 | Shehkai Prec Co Ltd | Thread type implant bar device |
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