201224248 六、發明說明： 【發明所屬之技術領域】 本發明涉及一種連桿型錨栓，尤指一種 寻'用於將機械設備固 定在地基基礎上的連桿型活動地腳螺栓。 【先前技術】 如圆1所示，俗稱的地腳螺栓 辱用於將機械設備80白 庭座固定在地基基礎9〇上的連接件 該地腳螺栓10的習知結構，是由一頭部u和一帶有外斯 的螺桿12兩部分組成。該地腳螺栓1〇的頭部^多 90二霞，同時讓該地腳螺栓1〇的螺桿12從地細 =伸出外露部分，以提供給機械設㈣安置再透過使麵 械設備8〇緊固在地基基礎9〇上使用’以確_ β又備80的精度與壽命。 換言之，地腳螺栓10需藉其開又式或帶釣的頭部U確實深 90 __峨’崎恤細破壞和被 的效果故使用者需依據機械設備80的荷载輕、重和衝擊 振動強、弱^參數喊及選擇地腳螺栓10的長短和直徑規格。 • *置動力負載較輕、衝擊振動較弱勢的㈣機械設備 地腳螺栓10的頭部11不必埋人地基基礎90過深，只需 1 用長度規格較細短型地腳螺栓，而安置動力負載較重、衝 擊振動__型機械設備80時，地腳螺栓㈣頭部u必 4 201224248 須埋入地基基礎90達到一定深度，必須選用長度規格較長及直 徑規格較粗的長型地腳螺栓1〇。 但，現有技術中有太多種不同規格的地腳螺栓1〇，使用者即 使依據機械设備80的荷載和衝擊振動等參數仍不易選出最適用 的地腳螺栓10，而且，地腳螺栓1〇的結構已經常久未曾再創新 ’業界莫不期待再發明或再加以改善。 【發明内容】 有鑑於此，本發明的主要目的在於揭露一種連桿型錨栓，具 備可調節抗拉能力功能’供使用者依實際使用情況調節達到預定 的抗拉能力後，再以洗时段埋人地基基礎巾作為地腳螺检使用 ，可供不隨格的_或重型韻設備牢固安置在地基基礎上， 其基本構造包括-螺检、一地、一套筒座及一螺帽，其中， 該螺栓具有一寬頭栓部及一螺紋部； 該地織具有-螺栓穿孔及二個以上的第—樞接座，其中，如 栓穿孔供該螺栓穿過且使該螺栓的寬頭检部頂靠於該_座< 底部；所述的每個第-樞接座以相同跨距佈置在與該地輸 螺栓穿孔是構朗傾的地織表面上，且各自供_活動拉彳 的-端部樞接其上；所述的每個活動拉桿為縱長狀桿件且期 身設有一聯接部； 、 該套筒座具有—螺栓穿孔及二個以上的第二樞接座；其中，該螺 栓穿孔供已穿過該_座_栓穿過，且使該套筒座以可活動 方式套設在該螺栓的桿身上；所述的每個第二抱接座以相同跨 201224248 距佈置在與該套筒座的螺栓穿孔是構成同心圓的套筒座表面上 ，且各自供一中間連桿的一端部樞接其上；所述的每個中間連 杯的另端，設有一樞軸接頭，與所對應的所述活動拉桿的聯接 邛共同組成樞接機構，使得該套筒座在該螺栓的桿身上移動即 同步帶動該地錯座的每個活動拉桿以第一樞接座為支點產生椹 軸動作；及 該螺帽螺合在已穿職地触及該套筒座_栓的螺紋部上。 作為優選，所述連桿型錨栓在其地錨座與套筒座之間進一步 設有一彈性元件。 作為優選’所料翻練在其麵座與_之間進一步設 有一彈性元件。 作為優選，所述連桿型錯栓在其螺帽與彈性元件之間進一步 設有一擋圈。 作為優選，所述連桿型錯栓在其地錯座與套筒座之間進一步 設有一彈性元件。 本發明的連桿型錨栓具有以下有益功效： 1·具備可調節抗拉能力功能； 2. 可供制者雜實際使用情關_節達咖定的抗拉能力，· 3. 可供各種不同規格的輕型或重型機械設備牢固安置在地基基礎 上，以確保機械設備的精度與壽命β 【實施方式】 的基本構造， 如圖2及ϋ 3所示，本發_連桿型錯检2〇 6 201224248 •包括一螺栓3〇、一地銷座40、一套筒座50及-螺帽70 ,而且為 了構成其匕不同具體實施例，在該套筒座5〇與螺帽之間進一 步設有-彈性树6Q，或在該螺帽7()與該彈性元件6g之間進一 步《X·有擔圈65，或在該地錯座4〇與套筒座5〇之間進一步設有 一彈性元件63。 «•亥螺栓30疋具有一寬頭栓部31及一螺紋部&的常用機械 元件》亥螺栓30的直徑及長短以及該螺紋部32❾螺距規格及螺 紋圈數，將依實際使用情形而定。 如圖5所示，本發明的連桿型錨栓2〇經通過澆固手段而深 埋入地基基礎90的高強度混凝土 95之後，該螺栓3〇的螺紋部 32從地基基礎9G伸出外露部分，以提供給輕型或重型機械設備 80安置，再透過使用鎖緊螺帽15將輕型或重型機械_ 8〇緊固 在地基基礎90上使用。 該地触40具有一螺栓雜41及二個以上的第一框接座奶 ’其中，該螺栓穿孔41供該螺栓30穿過且使該螺栓3〇的寬頭 栓部31頂靠於該地錯座40的底部。如圖5所示，該地錯座4〇 的俯視投影面積，由於遠大於該螺栓30的直徑，當本發明的連 桿型錨栓20以澆固手段而埋入地基基礎9〇的高強度混凝土 95 之後，該地銷座40將產生穩固的錨定效果，且使得本發明的連 桿型錨栓20具有強大抗拉能力。 如圖2及圖3所示’該地錨座40的每個第一樞接座奶，是 以相同跨距佈置在與該地銷座40的螺栓穿孔41是構成同心圓的 201224248 地銷座40表面上。例如，該地錯座4〇設有二個第一樞接座π 時，則以該地錨座4〇的螺栓穿孔41的中心線為圓心，進而在該 地錨座40的表面上設定一較大直徑的預定同心圓，並且將每個 第-樞接座45以180度失角_分別座落在該地織4()表面的 預定同心圓上；或者，該地錯座4〇設有三個第一柩接座奶時， 則每個第一樞接座45是以12〇度夾角間隔分別座落在該地魅 40表面的預定同心圓上。 如圖2及圖3所示，該地錯座40的第一樞接座45，是和 提供給-活動拉桿47的-端部樞接其上，且使得所述活動如 47以該第-_座45為支點而具有樞軸作用。該活動拉桿〇 ^ 縱長狀桿件，且其桿身設有一聯接部49❶ 如圖2及圖3所示，該套筒座5〇具有一螺检穿孔51及二也 二上的第二_座53 ;其中，綱栓穿孔51供已穿過該地蝴 栓鍋，觸編W術输在_ 棘心， 則"座53，是以_跨距佈置在與 〇亥套湾座50的螺检穿孔y b拔4、门 松穿孔51疋構成同心圓的套筒座50表面上， 而且，該套筒座50所設置的第二樞接 40所畴署㈣^ [職53的數與該地錨座 所没置的第—贿座45的數量對等。 =套筒座50的第二福接座53，是用於提供給,連桿仍 的其中一端部樞接其上，且使得所述中間連桿5“ 座53為支點而具有樞轴作 一 " ^间運#55的另一端部，設有 8 201224248 -樞軸接頭59 ’與所對應的活動拉桿47的聯接部49共同框接成 一連桿機構。 該螺帽70是具内螺紋的常用麵元件。當螺栓3〇穿過該地 錯座40及該套筒座50後，藉螺帽7〇螺合在該螺栓3〇的螺紋部 32上，並且對該地錯座4〇及該套筒座5〇產生鎖合力，即將該螺 检30、該地錯座40、該套筒座5〇及該螺帽7〇共同組成本發明 的連桿型錨栓20的基本構造。 如圖5所示，本發_連桿魏栓20通職时段埋入地 基基礎90的高強度混凝土 95後，除了該地錯座4〇產生錯定效 果外’該套筒座50亦產生附加銘定效果，而且，由該地酿4〇 的活動拉桿47與該套筒座50的中間連桿55制構成的連桿機 構，也產生堅強的抗拉能力。 如圖2至圖4所示，本發明的連桿型錨栓2〇的第二種具體 實施例’係在地錫座40與套筒座50之間增設一彈性元件63，且 用於對該套筒座50施加朝上推動的彈力，故藉螺帽7()對該地銷 座40及該套筒座50施加不同的鎖合力，即可調節該套筒座5〇 在該螺栓3G的桿身上的移動位置。而且，如圖4所示，該套筒 座50 -旦沿著該螺栓30的桿身朝上或朝下移動，將同步帶動由 該地銷座40的活動拉桿47與該套筒座5〇的中間連桿55共同構 成的連桿機構產生不同的相對位置，其結果將使得該地錫座4〇 的活動拉桿47以所對應的第一樞接座45為支點產生不同角度的 向内收合或向外伸張的樞軸動作，並且促成該地錨座4〇的活動 9 201224248 拉桿47將隨著收合或伸張位置的不同而產生不_抗拉能力。 根據上述結果，本發明的連桿型錄2〇的第二種具體實施 例，是在地_ 40與套筒座5〇之間設置了可供使用者預先調節 抗拉能力的連桿機構。在這種結構之下，本發_連桿養检扣 ，得在該套触50與螺帽70之間進一步設有一彈性元件6〇，且 用於對該套筒座50施加朝下推動的彈力，故藉螺帽7()對該地麵 座40及該套筒座50施加不同的鎖合力，仍可調節該套筒座 在該螺栓3G的桿身上的移動位置。而且，為了避免該螺帽7〇對 該彈性元件6G造成磨耗，在該螺帽7Q與該彈性元件⑽之間進 一步設有一擋圈65 〇 綜上所示，本發明的連桿型錨栓2〇，如圖5所示，是一種埋 入地基基礎9G中的連桿型地腳螺栓，具備—可調節抗拉能力的 連桿機構’在使用用途上，除了可供使用者依據機械設備8〇的 承重何載而預先調節達到預定的抗拉能力外，經通過洗固手段而 深埋入地基基礎90之後，亦可供利規格_型或重型機械設 備80牢固安置在地基基礎9〇上。 【圖式簡單說明】 圖1係使用地腳螺栓將機械設備固定在地基基礎上使用的示 意圖。 圖2係本發明的連桿型錯栓示意圖。 圖3為圖2所示的連桿型鋪检的零組件分解圖。 201224248 圖4為圖2所示的連桿型錨栓的使用狀態示意圖。 圖5係使用本發明的連桿型錨栓將機械設備固定在地基基礎 上使用的示意圖。 【主要元件符號說明】 10… …地腳螺栓 ll··· …頭部 12… …螺桿 15- …鎖緊螺帽 20… …連桿型錨栓 30… …螺栓 3l·.. …寬頭栓部 32… …螺紋部 40… …地錨座 4卜· …螺栓穿孔 45… 47… …活動拉桿 49··· …聯接部 50… …套尚座 5l·.. …螺栓穿孔 53… …第一柩接座 55… …中間連桿 59… …第三樞接座 60… …彈性元件 63… …彈性元件 65… …擋圈 70… …螺帽 80… …機械設備 90… 95… …混凝土 11201224248 VI. Description of the Invention: [Technical Field] The present invention relates to a link type anchor, and more particularly to a link type movable anchor bolt for fixing a mechanical device to a foundation. [Prior Art] As shown by the circle 1, the commonly known anchor bolt is used to secure the connector of the mechanical device 80 to the foundation base 9〇. The conventional structure of the anchor bolt 10 is composed of a head. u and a screw 12 with a foreign body are composed of two parts. The head bolt of the anchor bolt is more than 90 ya, and the screw 12 of the anchor bolt 1 从 is made thin from the ground = the exposed portion is provided for the mechanical device (4) to be placed and then transmitted to the surface device 8〇 Fasten to the ground foundation 9〇 using 'to ensure _ β and 80 accuracy and longevity. In other words, the anchor bolt 10 needs to be opened or closed or the head U with fishing is indeed deep 90 __峨's fine shame and the effect of the skin, so the user needs to rely on the light, heavy and shock vibration of the mechanical device 80. The strong and weak parameters are called and the length and diameter specifications of the anchor bolt 10 are selected. • * The light load is lighter and the impact vibration is weaker. (4) The head 11 of the mechanical equipment anchor bolt 10 does not have to be buried deep. The foundation foundation 90 is too deep, and only 1 is required to use the short and short anchor bolts. Heavy load, impact vibration __ type mechanical equipment 80, anchor bolt (four) head u must 4 201224248 must be buried into the foundation foundation 90 to a certain depth, must use long length and long diameter specifications Bolt 1〇. However, in the prior art, there are too many different types of anchor bolts 1 〇, and the user is not easy to select the most suitable anchor bolt 10 according to the load and shock vibration of the mechanical device 80, and the anchor bolt 1 〇 The structure has not been innovated for a long time. 'The industry does not expect to invent or improve. SUMMARY OF THE INVENTION In view of this, the main object of the present invention is to disclose a link type anchor, which has an adjustable tensile capacity function for the user to adjust to a predetermined tensile capacity according to actual use conditions, and then wash the time period. The buried foundation towel is used as a ground screw inspection, and can be firmly placed on the foundation of the foundation without the use of _ or heavy-duty equipment. The basic structure includes a screw inspection, a ground, a sleeve seat and a nut. Wherein, the bolt has a wide head bolt portion and a threaded portion; the ground fabric has a -bolt perforation and two or more first pivot joints, wherein the bolt is perforated for the bolt to pass through and the bolt has a wide head The inspection portion is abutted against the bottom portion of the base portion; each of the first pivot sockets is disposed on the ground surface of the ground bolt with the same span as the ground bolt, and each is for the movable pull The movable end of each of the movable rods is a longitudinal rod and is provided with a coupling portion; the sleeve has a bolt hole and two or more second pivot sockets Wherein the bolt perforation is passed through the _ seat _ bolt, and Having the sleeve seat movably sleeved on the rod of the bolt; each of the second sockets is sleeved at the same span of 201224248, and the sleeve is concentric with the bolt of the sleeve seat. One end portion of each of the intermediate links is pivotally connected thereto; and the other end of each of the intermediate connecting cups is provided with a pivot joint, which is combined with the corresponding connecting rod of the movable rod a pivoting mechanism, such that the sleeve seat moves on the rod body of the bolt, that is, synchronously drives each movable rod of the wrong seat to generate a pivoting motion with the first pivoting seat as a fulcrum; and the nut is screwed in the worn The position touches the threaded portion of the sleeve seat _bolt. Preferably, the link type anchor is further provided with a resilient member between the ground anchor and the sleeve. Preferably, the refurbishment is further provided with a resilient member between its face and the _. Preferably, the link type mis-bolt is further provided with a retaining ring between the nut and the elastic member. Preferably, the connecting rod type misplug is further provided with an elastic member between the grounding seat and the sleeve. The connecting rod type anchor of the invention has the following beneficial effects: 1. It has the function of adjustable tensile capacity; 2. The practical use of the manufacturer can be used _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Lightweight or heavy-duty mechanical equipment of different specifications is firmly placed on the foundation to ensure the accuracy and service life of the mechanical equipment. [Basic structure of the embodiment], as shown in Fig. 2 and Fig. 3, the hair-link type error detection 2 〇6 201224248 • includes a bolt 3 〇, a ground pin seat 40, a sleeve seat 50 and a nut 70, and further different between the sleeve seat 5 螺 and the nut for constituting a different embodiment thereof An elastic tree 6Q is provided, or between the nut 7 () and the elastic member 6g, a further "X· has a ring 65, or a further between the wrong seat 4〇 and the sleeve 5〇 Elastic element 63. «•Heil bolt 30疋 has a wide head bolt 31 and a threaded part & common mechanical components. The diameter and length of the bolt 30 and the screw thread 32 pitch specification and number of thread turns will depend on the actual use. . As shown in Fig. 5, after the connecting rod anchor 2 of the present invention is deeply embedded in the high-strength concrete 95 of the foundation foundation 90 by means of casting, the threaded portion 32 of the bolt 3〇 protrudes from the foundation of the foundation 9G. In part, it is provided for placement on a light or heavy mechanical device 80, and then the light or heavy mechanical _ 8 〇 is fastened to the foundation sill 90 by using a lock nut 15. The ground contact 40 has a bolt 41 and two or more first frame joint milks. The bolt hole 41 is for the bolt 30 to pass through and the wide head bolt portion 31 of the bolt 3 is placed against the ground. The bottom of the wrong seat 40. As shown in FIG. 5, the projected area of the ground of the wrong seat 4〇 is much larger than the diameter of the bolt 30, and the connecting rod anchor 20 of the present invention is embedded in the high strength of the foundation 9 by the pouring means. After the concrete 95, the ground pin seat 40 will produce a stable anchoring effect and the link type anchor 20 of the present invention has a strong tensile strength. As shown in FIG. 2 and FIG. 3, each of the first pivoting sockets of the ground anchor 40 is a 201224248 ground pin seat which is arranged at the same span and is concentric with the bolt perforations 41 of the ground pin seat 40. 40 on the surface. For example, when the first misalignment seat 4 is provided with two first pivoting seats π, the center line of the bolt perforations 41 of the ground anchors 4〇 is centered, and a surface is set on the surface of the ground anchor 40. a predetermined concentric circle of a larger diameter, and each of the first pivotal sockets 45 is seated on a predetermined concentric circle of the surface of the ground fabric at a 180 degree angle of loss _; or, the wrong seat 4 When there are three first splicing cups, each of the first pivoting seats 45 is respectively seated on a predetermined concentric circle of the surface of the fascinating 40 at an interval of 12 degrees. As shown in FIG. 2 and FIG. 3, the first pivoting seat 45 of the wrong seat 40 is pivotally connected to the end provided to the movable rod 47, and the activity is as 47. The seat 45 has a pivotal function as a fulcrum. The movable rod 〇^ is a longitudinal rod member, and the shaft body is provided with a coupling portion 49. As shown in FIG. 2 and FIG. 3, the sleeve seat 5 has a threaded perforation 51 and a second on the second and second sides. Block 53; Among them, the bolt plugs 51 are used to pass through the ground bolt pot, the touch W is lost in the _ thorn, then the seat 53 is _ span arranged in the 〇海套湾座50 The thread inspection perforation yb pulls 4, the door loose perforation 51疋 constitutes a concentric circle on the surface of the sleeve seat 50, and the second pivotal joint 40 of the sleeve seat 50 is arranged (four) ^ [the number of 53 The number of first bribes 45 that are not placed in the ground anchor seat is equal. The second bucking seat 53 of the socket 50 is for providing, and one end of the link is still pivoted thereon, and the intermediate link 5 is pivoted as a fulcrum. The other end of the "^运运#55 is provided with 8 201224248 - the pivot joint 59' and the corresponding connecting portion 49 of the movable rod 47 are framed together to form a link mechanism. The nut 70 is internally threaded. a common surface element. After the bolt 3 is passed through the wrong seat 40 and the sleeve seat 50, the nut 7 is screwed onto the threaded portion 32 of the bolt 3〇, and the wrong seat is The sleeve seat 5〇 generates a locking force, that is, the thread check 30, the wrong seat 40, the sleeve seat 5〇 and the nut 7〇 together constitute the basic structure of the link type anchor 20 of the present invention. As shown in Fig. 5, after the high-strength concrete 95 of the foundation foundation 90 is buried in the service period of the present invention, in addition to the wrong effect of the wrong seat 4, the sleeve seat 50 also generates additional Ming. The effect is also achieved, and the link mechanism formed by the movable tie rod 47 of the ground and the intermediate link 55 of the sleeve seat 50 also produces a strong tensile strength. As shown in FIG. 2 to FIG. 4, the second embodiment of the link type anchor bolt 2 of the present invention is provided with an elastic member 63 between the ground tin seat 40 and the sleeve seat 50, and is used for The sleeve seat 50 exerts an elastic force that pushes upward, so that the sleeve 7 can be adjusted by the nut 7 () to apply different locking force to the ground pin seat 40 and the sleeve seat 50. The moving position of the rod body. Moreover, as shown in FIG. 4, the sleeve seat 50 moves upward or downward along the shaft of the bolt 30, and will simultaneously drive the movable rod 47 of the ground pin holder 40. The link mechanism formed by the intermediate link 55 of the sleeve seat 5 产生 produces different relative positions, and as a result, the movable tie rod 47 of the tin seat 4 以 is supported by the corresponding first pivot socket 45 as a fulcrum. The pivoting action of inwardly collapsing or outward stretching at different angles is produced, and the activity of the anchoring seat 4 is promoted. 9 201224248 The tie rod 47 will have a non-stretching capability depending on the position of the folding or stretching. The above result, the second embodiment of the link type record 2 of the present invention is provided between the ground_40 and the sleeve 5〇 A link mechanism for the user to adjust the tensile strength in advance. Under this configuration, the hairpin is attached to the check buckle, and a resilient member 6 is further disposed between the cover 50 and the nut 70. And applying a downward force to the sleeve seat 50, so that the screw seat 7 () applies different locking force to the ground seat 40 and the sleeve seat 50, and the sleeve seat can still be adjusted. a moving position of the rod 3G on the rod body. Moreover, in order to prevent the nut 7 from causing wear on the elastic member 6G, a retaining ring 65 is further disposed between the nut 7Q and the elastic member (10). The connecting rod type anchor bolt 2〇 of the present invention, as shown in FIG. 5, is a connecting rod type anchor bolt embedded in the foundation foundation 9G, and has a link mechanism capable of adjusting the tensile resistance' in use. In addition to the user's ability to pre-adjust to achieve the predetermined tensile capacity according to the load of the mechanical equipment, after being deeply buried in the foundation foundation 90 by means of washing, it is also available for the specification _ type or heavy machinery. The device 80 is securely placed on the foundation foundation 9〇. BRIEF DESCRIPTION OF THE DRAWINGS Figure 1 is a schematic illustration of the use of anchor bolts to secure mechanical equipment to a foundation. 2 is a schematic view of a link type mis-plug according to the present invention. Fig. 3 is an exploded view of the component of the link type inspection shown in Fig. 2. 201224248 Fig. 4 is a schematic view showing the use state of the link type anchor shown in Fig. 2. Fig. 5 is a schematic view showing the use of the link type anchor of the present invention for fixing a mechanical device to a foundation. [Main component symbol description] 10... ... anchor bolt ll··· ... head 12... screw 15 - ... lock nut 20 ... link type anchor bolt 30 ... bolt 3l ·.. ... wide head bolt Part 32... Threaded part 40... Ground anchor 4... Bolt piercing 45... 47... Active tie rod 49···...Coupling part 50... Set of seats 5l·.....Bolt perforation 53...First柩 55 55... intermediate link 59... third pivoting seat 60... elastic element 63... elastic element 65... yoke 70... nut 80... mechanical equipment 90... 95... concrete 11