、M310924 \ 八、新型說明： 、 【新型所屬之技術領域】 本新型係有關一種帽梁，尤指一種可在施工現場對預鑄帽梁進行調整 定位之帽梁調整定位裝置。 【先前技術】 傳統上了般帽梁視施工現場條件可區分為現場澆鑄或在預鑄場預製兩 種方法，現場預鑄需要大面積之支樓架，如施工現場位於交通繁忙的地區， 私用現場賴勢崎現敎通誠極A影響，而麟工法獅為解決現場 交通問題的一種良好方法。M310924 \ VIII, new description:, [New technical field] The new type relates to a cap beam, especially a cap beam adjustment and positioning device that can adjust and position the sill cap beam at the construction site. [Prior Art] Traditionally, the condition of the construction of the cap beam can be divided into two methods: on-site casting or prefabrication in the market. The site requires a large-scale truss, such as the construction site in a busy area, private It is a good way to solve the traffic problems on the spot by using the on-site Lai Saki.
一般預鑄工法不外乎在預鑄場先將帽梁預製完成後，運至現場進行吊 裝’與墩柱連接定位後進行二次混凝土洗置，在預鑄廠生產缴柱的帽梁， ，以特殊之重型車輛運輸至讀進行吊放安裝，並與「場鑄」墩柱電焊固 定’其品t、精度紅馳綱觀場料对紐 均在廠_餅，不細雜以餘歡，μ生高產 然而’中目梁吊放安裝後，在二次混凝土濟置之前，帽梁亦需支樓固定， 且如何在現場調整帽梁之定位位置、角度，遂成為—項重要之問題，而習 知工法例如以吊車進行調整定位健，t不能達到迅速、簡便的施工要求， 而無法有效解決前述問題。 【新型内容】 調 當一 ^之主要目的’在提供—種㈣架設之難定位裝置，其可透過 、-及第二連動單元之調整，連動並調整帽梁之軸向角度、中心位 練/合本新奴赃纽裝置，调在虹搭建大面積的支 ίϊ位以降低對父通之影響，並可在現場輕易地對帽梁進行三度空間之 為實現上述目的’本新型揭露之較佳實施例包含有：—套接並固定於 =柱頂部的下定位環，該下定位顧緣具有—第—連動單元、一第二連 以及帛一連動單几’· 一用以接設並連動該帽梁之上定位環，該上 定倾上端，且該上定⑽下緣对—婦鮮—連動單 之又力和該劲部可受力於該第—連動單元而連動該上定位環相對於 5 M310924 下疋位環旋轉，且該上定位環側壁可哕 =生=上定位環下_接鄉:連動 【實施方式】 ίΓΓ^Γ細說明及技術内容’現就配合圖式說明如下： νη夕第1圖』及『第2圖』’係本新型較佳實施例的構造圖· 所^係為一種帽梁架設之調整定位裝置，適用於::=3 不）架設於一墩柱i上並調整帽梁與徵柱工之相對位置與角度 2未 -套接姻定於該雜i頂部的下定位環1G，該下定 有、^以 固定於該墩柱i之定位元件15，該定位元件15可為 數用以 以及，-用以接設並連動該帽梁之上定位環20，該位f係 位環Η)上端，且該下定位環10周緣具有一第一連動單元u、=第又於2 單元12以及一第三連動單元13。 弟一連動 其中該下定位環K)係鱗分圓触置設有三_上之第 Y ’該第一連動單元11具有二固接於該下粒環1G之塊體111，該上定: 環20下緣則設有-織該第一連動單元u之受力部21，且該塊體八 別相對應設有用以抵制該受力部21之第一調整螺桿112，藉此 刀 21可受力於該第-連動單元u而連動該上定位環2()相對於下定位環又财 轉（請參閱『第3-1〜3-2圖』），而達到調整帽梁之軸向角度。 疋 該下定位環10係於等分關位置設有三個以上二 第二連動單元包含-固接該下定位環1〇之延伸臂121，且該延伸 設有-用以抵迫該上定位環2G繼之第二機螺桿122，該上定位 壁係可受該第二調整螺桿122抵迫而相對於下定位環1〇產生位移 『第4-1〜4-2圖』），用以調整帽梁之中心位置。 月> 該下定位環10係於等分圓周位置設有三個以上之第三連動單元 本實施例中該第三連動單元13係為-千斤頂’且該下定位環1〇具用 以容設該第二連動單元13之容置槽14，透過該上定位環2〇下緣以三 置抵接該第三連動單元13，並受力於該第三連動單元13而可連動改^= 6 M310924 位衣20(匕3帽梁)之高程。且該上定位環2 可為-螺桿)，於該㈣調整定位後 ^具有—固定元件22(其 係。 * ^相定轉22與㈣定位關 配合本新型之調整定位結構，有關帽梁 (a)在預鑄場中將帽梁預鑄成中空狀； ^驟了〇3有·· ㈦^空的帽梁内將鋼筋綁紮完成，運至墩柱i現場； 2下定位環U)綠定她雌丨上緣 與下定位環10組合； 賴％ 20吊裝，The general completion method is nothing more than after the prefabrication of the cap beam is completed in the market, and it is transported to the site for hoisting. After the connection with the pier and column, the secondary concrete is washed, and the cap beam of the column is produced in the factory. It is transported to the special heavy-duty vehicle for reading and hoisting, and is welded with the "field cast" pier. The product is t, the precision is red, and the material is on the factory. The cake is not too fine. Μsheng is high-yielding. However, after the installation of the middle-mesh beam, the cap beam also needs to be fixed before the secondary concrete, and how to adjust the position and angle of the cap beam on the spot becomes an important issue. The knowledge method is adjusted and positioned by a crane, for example, and t can not achieve rapid and simple construction requirements, and cannot effectively solve the aforementioned problems. [New content] The main purpose of the adjustment is to provide a difficult positioning device for the installation of the type (4), which can be adjusted through the adjustment of the second linkage unit, interlocking and adjusting the axial angle of the cap beam and the center position. In conjunction with the new slaves, the new device is set up in the rainbow to reduce the impact on the father, and the three-dimensional space of the cap beam can be easily carried out on site to achieve the above objectives. The preferred embodiment comprises: a lower positioning ring that is sleeved and fixed on the top of the column, and the lower positioning edge has a first-linking unit, a second connection, and a first linkage unit. Linking the positioning ring above the cap beam, the upper tilting upper end, and the upper (10) lower edge pair-female-linking force and the strength portion can be forced by the first-linking unit to interlock the upper positioning The ring rotates relative to the lower ring of the 5 M310924, and the side wall of the upper positioning ring can be 哕=sheng=upper positioning ring_joining township: linkage 【embodiment】 ΓΓ Γ Γ 及 及 及 技术 技术 技术 技术 技术 技术 技术 技术 技术As follows: νη夕第1图』 and "2nd picture" are the new The structural diagram of the preferred embodiment is a kind of adjustment and positioning device for the cap beam erection, which is suitable for::=3 not) erected on a pier i and adjusts the relative position and angle of the cap beam and the column column. - a lower positioning ring 1G defined at the top of the miscellaneous i, which is provided with a positioning member 15 fixed to the post i, the positioning member 15 can be used for and - for connecting and interlocking The upper end of the cap ring 20 is located at the upper end of the ring, and the periphery of the lower positioning ring 10 has a first linking unit u, a second unit 12, and a third linking unit 13. The first positioning unit 11 has two blocks 111 fixed to the lower ring ring 1G, the upper positioning ring K) is a lower positioning ring, and the first interlocking unit 11 has two blocks 111 fixed to the lower ring ring 1G. The lower edge of the 20 is provided with a force receiving portion 21 for weaving the first linking unit u, and the block body is correspondingly provided with a first adjusting screw 112 for resisting the force receiving portion 21, whereby the knife 21 can be subjected to The upper positioning ring 2 is interlocked with the lower positioning ring (see "Fig. 3-1~3-2"), and the axial angle of the cap beam is adjusted. . The lower positioning ring 10 is provided with three or more second linking units in the equally spaced position, including an extension arm 121 fixed to the lower positioning ring 1 , and the extension is provided to resist the upper positioning ring. 2G is followed by the second machine screw 122, and the upper positioning wall system is resisted by the second adjusting screw 122 and is displaced relative to the lower positioning ring 1〇 (FIG. 4-1~4-2) for adjusting The center position of the cap beam. The lower positioning ring 10 is provided with three or more third linking units at equal circumferential positions. In this embodiment, the third linking unit 13 is a jack- and the lower positioning ring 1 is used for housing. The accommodating groove 14 of the second linking unit 13 is abutted against the third linking unit 13 through the lower edge of the upper positioning ring 2, and is coupled to the third linking unit 13 to be interlocked. M310924 The elevation of the clothing 20 (匕3 cap beam). And the upper positioning ring 2 can be a - screw), after the (four) adjustment positioning has a - fixing element 22 (the system is. * ^ phase rotation 22 and (4) positioning and matching with the new adjustment positioning structure, the relevant cap beam ( a) The cap beam is hollowed out in the open field; ^Suddenly 〇3有··(7)^The empty cap beam is bundled in the cap beam and transported to the pier column i site; 2 lower positioning ring U) green Set the upper edge of her female to the lower positioning ring 10; Lai% 20 hoisting,
(〇) ⑷ (e) (0 (g) (h) 梁之吊裝作業’將預鑄完成之中空帽梁吊至墩柱1上方a =穿T1上端之鋼筋2，並靠置於上定位環20; 7 第-、第二、第三連動單幻卜12、13 程與角度進行調整，並關定元件22蚊帽梁；*之水千、南 進行帽梁與墩柱1之連接處之無收縮砂漿澆注作業； 進行二次混凝土澆置，完全填滿帽梁之中空處； 待帽梁與墩柱1 u定結合後，拆除上、下定姆2〇、。 本新型係在提供一種帽梁架設之調整定位裝置，其可透 、 及第士連動單元H、12、13之調整，連動並調整帽梁之輛向角度、中二 置及高程，配合本新型之調整定位裝置，毋須在施工現場搭建2面 撐架，以降低對交通之影響，並可在現場輕易地對帽梁進行2度空間之調 整定位。 又二B - 以上僅為本新型的較佳實施例而已，並非用來限定本新型之實施範 圍，即凡依本新型申請專利範圍之内容所為的等效變化與修飾，皆應為本 新型之技術範疇。 〃 7 M310924 【圖式簡單說明】 第1圖，係本新型較佳實施例之構造圖 第2圖，係本新型較佳實施例之構造圖 第3-1〜3-2圖，係本新型較佳實施例之調整動作圖 第4-1〜4-2圖，係本新型較佳實施例之另一調整動作圖 【主要元件符號說明】(〇) (4) (e) (0 (g) (h) Beam hoisting operation 'Hang the completed hollow cap beam above the pier 1 a = wear the steel bar 2 at the upper end of T1 and rest it on the upper positioning ring 20; 7 The first, second, and third linkages are adjusted 12 and 13 and the angle is adjusted, and the component 22 mosquito cap beam is fixed; * the water is thousands and the south is connected to the cap beam and the pier 1 Non-shrinkage mortar pouring operation; Perform secondary concrete placement to completely fill the hollow of the cap beam; After the cap beam and the pier column are combined, remove the upper and lower fixed 2〇. The new type provides a cap. Adjusting and positioning device for beam erection, which can be adjusted, and the adjustment of the Taxis linkage unit H, 12, 13 can be linked and adjusted to adjust the angle of the cap beam, the middle two and the elevation, and the adjustment positioning device of the present invention is not required Two-sided brackets are built on the construction site to reduce the impact on traffic, and the cap beam can be easily adjusted and positioned at a distance of 2 degrees on the site. Secondly B - The above is only a preferred embodiment of the present invention, not for use To limit the scope of implementation of this new type, that is, the equivalent change of the content of the patent application scope of the present invention And the modification should be the technical scope of the novel. 〃 7 M310924 [Simple description of the drawings] Fig. 1 is a structural diagram of a preferred embodiment of the present invention, and is a structural diagram of the preferred embodiment of the present invention. 3-1 to 3-2 are the adjustment operation diagrams of the preferred embodiment of the present invention. Figures 4-1 to 4-2 are another adjustment operation diagram of the preferred embodiment of the present invention.
1....... ......墩才主 2....... ......鋼肋 10....... ......下定位環 11......· · ......第一連動單元 111...... .......塊體 112...... .......第一調整螺桿 12....... .......第二連動單元 121...... .......延伸臂 122...... .......第二調整螺桿 13...... 14...... .......容置槽 15...... .......定位元件 20...... .......上定位環 21...... .......受力部 22...... .......固定元件 81................................................................................................................................................................................................................................................................... 11......··...the first linkage unit 111............block 112............... An adjustment screw 12...................Second linkage unit 121..................Extension arm 122............ .. second adjustment screw 13 ... 14.................. accommodating groove 15 .......... positioning element 20... ...............Upper positioning ring 21..................Resistance part 22............Fixed element 8