M346646 八、新型說明： 【新型所屬之技術領域】 =1鋼'骨Γ台的外側邊往内部移送之建築== 工用的条南式施工便道。 【先前技術】M346646 VIII. New description: [New technical field] =1 Steel 'Building of the outer side of the bone slab to the inside == Working for the construction of the South. [Prior Art]
"般例如液晶顯示器應居# ΛΑ I ^ 44 W㈣築物結構體在 建構時先以鋼筋配合混凝土先建構_個具有基地及 支揮座的基礎結構體，然後在基地上搭設切架、街架及 樓層模板，再於樓層模板上方架設鋼筋並灌注混凝土，以 形成樓板’之後在樓板上方搭設縱橫交又的鋼骨平台，並 在鋼骨平台上再搭設樓層模板、鋼筋、貫通樓層之通風設 備模具等等的施卫設備，最後在樓層模板上㈣，就可形 成第2層的混凝土樓板。以此類推，隨著需要樓層數量的 不同，可以在基礎結構體上建構出多數預定高度的樓板。 此種大型建築物結構體在施工時，雖然可以利用類似 ，車的機具’將施卫所需的模板、鋼筋、通風設備模具等 等的施工設備吊掛到鋼骨平台外側邊圍的預定高度，然後 再將設備往預備施工的地點搬運，但是一般大型建築物結 構體整層樓面的面積很大，例如；遍mx26Qm，在尚未鋪設 樓板的情況下，施工人員僅有鋼樑的位置可以站立，因此 ，當施工設備從建築物結構體的外側邊吊掛到預定高度時 ，施工人員必需在高空中將這些施工設備再水平地往該層 5 M346646 預備安裝的地點搬運，此種搬運方式不僅不容易，在高空 作業也具有很高的危險性。 【新型内容】 本新型之目的係在提供一種可提高施工安全性及容易 性之建築物結構體施工用的架高式施工便道。 本新型之架高式施工便道是可移動安裝位置地搭架在 建築物結構體的一鋼骨平台上，並可引導一載運車移動，"General, for example, liquid crystal display should be # ΛΑ I ^ 44 W (4) The structure of the building is first constructed with steel bars and concrete first. Build a basic structure with base and support, and then set up the cutting and street on the base. Frame and floor formwork, then erecting steel and pouring concrete above the floor formwork to form the floor slab, then erecting a vertical and horizontal steel slab platform above the slab, and arranging floor slabs, steel bars and ventilation through the floor on the steel plate platform The maintenance equipment of the equipment mold and the like, and finally on the floor formwork (4), the second floor concrete floor can be formed. By analogy, as the number of floors required is different, most of the predetermined heights of the floor can be constructed on the infrastructure. During the construction of such a large-scale building structure, although it is possible to use similar equipment, the vehicle's implements are required to suspend the construction equipment required for the template, steel bars, ventilation equipment molds, etc. to the outer side of the steel plate platform. Height, and then carry the equipment to the place where the construction is to be carried out, but generally the area of the whole floor of the large-scale building structure is large, for example; in mx26Qm, the construction personnel only have the position of the steel beam without laying the floor Can stand, therefore, when the construction equipment is hung from the outside of the building structure to a predetermined height, the constructor must carry the construction equipment horizontally to the location where the layer 5 M346646 is pre-installed. The handling method is not only not easy, but also has a high risk in working at height. [New content] The purpose of the present invention is to provide an elevated construction access road for building structural structures that can improve construction safety and ease. The high-profile construction access road of the present invention is movably mounted on a steel plate platform of the building structure and can guide a vehicle to move.
所述施工便道包含：一搭架在前述鋼骨平台上的支撐單元 、、一個鋪設在支撐單元上的地板，以及一個安裝在地板上 並可讓載運車在鋼骨平台的外側邊及内部間往返的軌道。 本新型的有益功效在於：利用建築物結構體上的結構 ，直接在即將施工地點的附近搭設地板及執道，除了讓施 工設備在搬運上更為方便外，亦可提高建築物結構體在施 工時的人員安全性。 【實施方式】 有關本新型之刚述及其他技術内容、特點與功效，在 以下配合參考圖式之較佳實施例的詳細說明中，將可清楚 的呈現。 $ 本新型架高式施工便道1〇 爹阅圚 1、2 實施例是架設在建築物結構體的一個鋼骨平台1上，並可 引導-台載運車u在鋼骨平台丨的外侧邊二部間往返移 動，所述鋼骨平台丨的面積是依據施工需要而定，而在一 般大型廠房的建構上’該鋼骨平台丨的長寬通常大於⑽⑺ ，例如㈣1的平面圖所示，該鋼骨平台i的面積可能高 6 M346646 達300m(長）X260m(寬），所述鋼骨平台！包括··兩個長矩形 之主架框11，以及兩個由主架框丨丨之長邊向外突出的突架 框12，該主架框π具有數條彼此平行並沿著短邊延伸的第 一架樑111、數根與第一架樑lu垂直並等高連接的第二架 樑112，以及數根平行於第一架樑1U且架設在相鄰之第二 架樑112間的第三架樑113(圖丨中省略第三架樑113)，上 述第三架樑113架設的高度略低於第一及第二架樑lu、 112。而該突架框12具有兩段由第一架樑m 一體延伸的延 伸架樑121、一條垂直連接在延伸架樑121外側的外架樑 122，以及一條斜撐在對角位置的斜撐樑123。上述外架樑 122、斜撐樑123大致與第一架樑lu等高。 參閱圖2、3、4，本實施例之施工便道丨〇是可移動安 裝位置地架設在鋼骨平台丨上，並且由突架框12往主架框 11延伸，且介於相鄰的第一架樑lu及延伸架樑121之間 ，上述施工便道10包含：一個架設在鋼骨平台丨上的支撐 單元2、一個鋪設在支撐單元2上方的地板3、一個搭設在 該地板3上並引導載運車13移動的軌道4，以及兩個分別 位在地板3長度方向相反側之柵欄5。 本實施例之支撐單元2包括數支垂直架設在相鄰的第 一架樑111間的主撐桿21、數支平行於延伸架樑121的第 一延撐桿22、數個撐設在第一延撐桿22下方的支撐座 ，以及數支垂直鋪設在第一延撐桿22上方的第二延撐桿24 。每個主撐桿21都具有兩個長條形併靠的桿件211，上述 桿件211都具有一個跨靠並點焊在相鄰第三架樑113上方的 7 M346646 212 ’卩及一個位在跨桿部2i2長度方向末端的端靠 σΡ 213 ’该端靠部213是坐掛並點焊在第-架標111上。 本實施例之第一延撐桿22是彼此平行地位在斜撐樑 I23上方，而所述支撐座23皆具有4支直立並撐設在相鄰 第-I撐衿22下方的支柱231，藉此支撐第一延撐桿22 而該等第一延撐桿24是垂直地架設在第一延撐桿Μ上 方、'、上述第一及第二延撐桿22、24之間的固定方式係依據The construction access road comprises: a support unit on the steel plate platform, a floor laid on the support unit, and a floor mounted on the floor and allowing the carrier to be on the outer side and the inside of the steel plate platform The track that goes back and forth. The beneficial effects of the novel are: using the structure on the structure of the building, directly arranging the floor and the road in the vicinity of the construction site, in addition to making the construction equipment more convenient to transport, the building structure can also be improved. The safety of personnel at the time. The present invention will be clearly described in the following detailed description of the preferred embodiments with reference to the drawings. $ This new type of elevated construction access road 1〇爹1, 2 The example is erected on a steel plate platform 1 of the building structure, and can guide the onboard vehicle u on the outer side of the steel plate platform The area of the steel plate platform is determined according to the construction needs, and in the construction of a large-scale factory building, the length and width of the steel plate platform are usually greater than (10) (7), as shown in the plan view of (4) 1, the steel The area of the bone platform i may be as high as 6 M346646 up to 300m (length) X260m (width), the steel plate platform! The main frame 11 includes two long rectangles, and two protruding frames 12 protruding outward from the long sides of the main frame frame, the main frame π having a plurality of parallel lines extending along the short sides a first beam 111, a plurality of second beams 112 that are perpendicular to the first beam lu and are connected at equal heights, and a plurality of second beams 112 that are parallel to the first frame beam 1U and are disposed between the adjacent second frame beams 112 The third beam 113 (the third beam 113 is omitted in the figure), and the third frame 113 is erected slightly lower than the first and second frame beams lu, 112. The ledge frame 12 has two extending frame beams 121 integrally extended by the first frame beam m, an outer frame beam 122 vertically connected to the outside of the extension frame beam 121, and a diagonal bracing beam with diagonal braces at diagonal positions. 123. The outer frame beam 122 and the diagonal beam 123 are substantially equal to the first frame beam lu. Referring to Figures 2, 3 and 4, the construction access raft of the present embodiment is mounted on the steel plate platform at a movable mounting position, and extends from the frame 12 to the main frame 11 and is adjacent to the adjacent frame. Between a beam lu and an extension frame 121, the construction access road 10 includes: a support unit 2 mounted on the steel plate platform, a floor 3 laid on the support unit 2, and a floor 3 A rail 4 for guiding the movement of the cart 13 and two fences 5 respectively positioned on the opposite sides of the length of the floor panel 3 are provided. The support unit 2 of the embodiment includes a plurality of main struts 21 vertically disposed between adjacent first frame beams 111, a plurality of first extension struts 22 parallel to the extension frame beams 121, and a plurality of struts A support seat below the support bar 22 and a plurality of second extension stays 24 vertically above the first extension stay 22 are provided. Each of the main struts 21 has two elongated rods 211, and the rods 211 each have a 7 M346646 212 '卩 and a bit slid and spot welded over the adjacent third girders 113 The end portion 213 is sagged and spot-welded on the first frame mark 111 at the end of the end portion in the longitudinal direction of the shank portion 2i2. The first extension rods 22 of the embodiment are in parallel with each other above the diagonal beam I23, and the support bases 23 each have four pillars 231 which are erected and supported under the adjacent first-th poles 22, The first extension struts 22 are supported, and the first extension struts 24 are vertically erected above the first extension struts, and the fixing manner between the first and second extension struts 22, 24 is in accordance with
材料不同而異，例如當延撐桿22、24為金屬桿條時，本實 例可和用蟬接方式固定，若前述延樓桿Μ、％為木材時 、可利用鋼釘等等已知的固定元件將兩者固定在一起。當 為了 9進該支撐單元2的結構強度，本新型亦可利用 類似支撐座23的頂撐機構來支撐主撐桿2卜或者省略該支 揮座23 ’直接將鋼骨鋪設在延伸架樑ΐ2ι及斜撐標m 上方。 本實施例之地板3係由多數板本體31併#而成，其係 鋪設在第二延撐桿24及該等主撐桿Μ的上方，鋪設後如 圖2所示，可以在鋼骨平台j上形成一條由鄰近鋼骨平台i 之外側邊往内部延伸的走道。 :，圖2 4、5，本實施例之軌道4具有數個沿著長度 方向併靠之執道座40,每個軌道座4〇都包括兩條沿著地板 3之長度方向延伸的導& 4卜以及數條橫向連接上述導軌 41的連接件42，上述導軌41間的寬度係和載運車η的腳 座配合’故可供上述載運車13以滑移的方式架設其上。上 述導軌41都具有一個界定出一倒V形之軌槽4U的主軌壁 M346646 412’以及-個由主軌壁412前方往前突出的連接軌壁4i3 ’上述連接軌壁413並可伸入前一個軌道座4〇之對應軌槽 411内，藉此讓相鄰的軌道座4G可以相互#接形成該長條 形的軌道4。 本實施例之柵欄5皆包括數支彼此間隔地架設在鋼骨 平台1之第一架樑1U上的立柱51、數支橫向的欄竿52, 以及數個將攔竿52以可解下方式架設在相鄰立柱51之間 的夾座53，母個立柱51都具有一個夾設在第一架樑上 的夾頭511、一個套接在夾頭511之一套合部512上的立桿 513，以及一支將立桿513結合在套接部512上的固定件 514。在設計上，本新型之立柱51亦可為直接焊接在鋼骨 平台1之第一架樑111上的單一桿件設計。 參閱圖1、2、3，本實施例之施工便道1 〇在架設時， 首先在鋼骨平台1的適當位置搭設該支撐單元2，搭設時除 了可利用支撐座23來支撐第一及第二延撐桿22、24外， 如果使用在大跨距的鋼骨平台1上時，本實施例亦可在主 撐桿21的下方架設類似支撐座23的頂撐機構，以便使該 支撐單元2的每個部位都具有較佳的支撐強度，由於本實 施例之支撐單元2是由鄰近鋼骨平台1 〇的外側邊往内部延 伸，因此，當板本體31鋪設在上述主撐桿21及第二延撐 桿24的上方時，整個地板3是由鋼骨平台丨鄰近外側邊往 内部延伸。之後順著地板3的長度方向將軌道座4〇 一一地 併#安裝在該地板3上，並組裝柵欄5，即完成本實施例之 施工便道10的組合作業。而在組合後，施工人員可依需要 9 M346646 拆解部分的攔竿52及立桿513，以方便施玉人員由此進出 鄰近的施工地點。 本新型之施工便道1G在使用時，施卫人員可以利用吊 具將例，模板、鋼筋、通風裝置等等的施工設備吊掛到地 板3架設的高度’然後將施工設備擺放在載運車η上，之 後利用該載運車13將駐設備由鋼骨平台丨的外側邊往内 部搬運’而施工人員也可如圖1箭頭Μ所示方向，利用該 施工便道10往兩側進行必要的施工。如上所述，本實施例 架設該« 5的目的在於增加施卫的安全性，因此，本新 51之施工便道1〇在使用時，可以依據需要拆除或者安裝部 分的攔竿52及立桿513，以方便在柵攔5上形成方便施工 人貝進出的缺口。 此外，本新型該施卫便道1G除了可供駐人員進出， 以及供載運車13往返於鋼骨平台丨的外侧邊及内部之間外 ’亦可供例如灌漿管等等施工需要的機具或設備擺放，當 鄰近施工便道H)兩侧的鋼骨平台1上的駐作業已完成後 ，可以相反於組裝時的順序拆解施工便道1〇，例如依序拆 解柵攔5、軌道4、地板3及支撐單元2，然後再將該施工 便道H)移到下-個施卫區域。亦即，本新型該施卫便道1〇 的設計不僅新賴’更可達到方便搬運施工設備，以及提高 建築物結構體施工安全性等功效。 惟以上所述者，僅為本新型之較佳實施例而已，當不 能以此限；t本新型實施之範圍，即大凡依本新型中請:利 範圍及新型說明内容所作之簡單的等效變化與修飾，皆仍 10 M346646 屬本新型專利涵蓋之範圍内。 【圖式簡單說明】 圖1是本新型施工便道之一較佳實施例的使用參考鬥 圖，顯示本新型施工便道安裝在一鋼骨平台上的狀態7間 圖2是該較佳實施例之一立體示意圖； 圖3疋該較佳實施例之一局部俯視圖，主要顯示該施 便^之—支撐單元安裝在鋼骨平^上的狀況； ^㈤。。疋"亥車又佳實施例之一局部立體分解圖，主要顯示 支二早5'的部份元件與鋼骨平台的對應關係；及 示該施工便疋道?:圭實施例之另-局部立體分解圖，單獨顯 之—執道的局部構造。 M346646The materials vary, for example, when the extension struts 22, 24 are metal bars, the example can be fixed by means of splicing, if the aforementioned slabs, 5% are wood, steel nails can be used, etc. The fixing element holds the two together. When the structural strength of the supporting unit 2 is 9, the present invention can also support the main strut 2 by using a supporting mechanism similar to the supporting base 23 or omit the supporting seat 23' directly laying the steel skeleton on the extending frame beam 2 And the diagonal struts m above. The floor 3 of the embodiment is formed by a plurality of plate bodies 31 and #, which are laid on the second extension brace 24 and the main brace rafts. After laying, as shown in FIG. 2, the steel plate platform can be used. j forms a walkway extending from the outer side of the adjacent steel plate platform i to the inside. 2, 5, the track 4 of the present embodiment has a plurality of obstruction seats 40 which are abutted along the length direction, and each of the rail seats 4 includes two guides &s extending along the length of the floor panel 3. 4b and a plurality of connecting members 42 for laterally connecting the guide rails 41, the width between the guide rails 41 is matched with the legs of the carrier n, so that the carrier 13 can be erected thereon in a sliding manner. The guide rails 41 each have a main rail wall M346646 412' defining an inverted V-shaped rail groove 4U and a connecting rail wall 4i3 which protrudes forward from the front of the main rail wall 412. The corresponding rail seats 4 are in the corresponding rail grooves 411, whereby the adjacent rail seats 4G can be connected to each other to form the elongated rails 4. The fences 5 of the present embodiment each include a plurality of columns 51 spaced apart from each other on the first frame 1U of the steel plate platform 1 , a plurality of horizontal columns 52 , and a plurality of spacers 52 in a detachable manner. A clamping seat 53 is disposed between the adjacent pillars 51. The female pillars 51 each have a chuck 511 sandwiched between the first frame beams and a pole that is sleeved on the set portion 512 of the chuck 511. 513, and a fixing member 514 for coupling the vertical rod 513 to the socket portion 512. In design, the post 51 of the present invention can also be designed as a single rod that is directly welded to the first frame 111 of the steel plate platform 1. Referring to Figures 1, 2, and 3, when the construction access road 1 of the present embodiment is erected, the support unit 2 is first placed at an appropriate position of the steel plate platform 1, and the first and second supports can be supported by the support base 23 when erecting. In addition to the extension struts 22, 24, if used on the large-span steel slab platform 1, the present embodiment can also erect a support structure similar to the support base 23 below the main struts 21, so that the support unit 2 Each of the portions has a better supporting strength. Since the supporting unit 2 of the embodiment extends from the outer side of the adjacent steel plate platform 1 内部 to the inside, when the plate body 31 is laid on the main struts 21 and When the second extension bar 24 is above, the entire floor 3 is extended from the adjacent side of the steel plate platform to the inside. Then, the rail seats 4 are mounted one by one along the length of the floor panel 3 and assembled on the floor panel 3, and the fence 5 is assembled, i.e., the combined operation of the construction access road 10 of the present embodiment is completed. After the combination, the construction personnel can dismantle part of the block 52 and the pole 513 according to the need of 9 M346646 to facilitate the entry and exit of the jade personnel into the adjacent construction site. When the construction access road 1G of the present type is used, the guards can use the spreader to hang the construction equipment of the example, the formwork, the steel bar, the ventilation device, etc. to the height of the floor 3 erection, and then place the construction equipment on the carriage η Then, the vehicle 13 is used to carry the station equipment from the outer side of the steel plate platform to the inside. The constructor can also use the construction road 10 to carry out the necessary construction on both sides as shown by the arrow Μ in FIG. . As described above, the purpose of erecting the « 5 in this embodiment is to increase the safety of the guard. Therefore, when the utility road of the new 51 is used, part of the block 52 and the pole 513 can be removed or installed as needed. In order to facilitate the formation of a gap on the barrier 5 to facilitate the entry and exit of the construction person. In addition, the new type of guarding passage 1G of the present invention can be used for the entry and exit of the passengers, and for the carriage 13 to be transported between the outer side and the inner side of the steel plate platform, and can also be used for tools such as grouting pipes and the like. When the work on the steel plate platform 1 on both sides of the adjacent construction road H) has been completed, the construction road can be dismantled in the order of assembly, for example, the barrier 5, the track 4, the floor are sequentially disassembled. 3 and the support unit 2, and then move the construction access road H) to the next-guard area. That is to say, the design of the new type of guarding passage 1不仅 is not only new, but also facilitates the handling of construction equipment and the safety of construction of the building structure. However, the above is only the preferred embodiment of the present invention, and cannot be limited thereto; t the scope of the new implementation, that is, the simple equivalent of the scope of the present invention: the scope of interest and the new description Changes and modifications, still 10 M346646 are covered by this new patent. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a preferred embodiment of the present construction access road, showing a state in which the new construction access road is mounted on a steel plate platform. FIG. 2 is a preferred embodiment of the present invention. FIG. 3 is a partial top view of the preferred embodiment, mainly showing the condition that the support unit is mounted on the steel plate; ^(V). .疋"There is a partial exploded view of a preferred embodiment of the vehicle, which mainly shows the correspondence between some components of the 5's and the steel plate platform; and shows the construction of the road? Partial stereoscopic decomposition map, separately shown - the local structure of the obedient. M346646
【主要元件符號說明】 1 鋼骨平台 231 支柱 10 施工便道 24 第二延撐桿 11 主架框 3 地板 111 第一架樑 31 板本體 112 第二架樑 4 軌道 113 第三架樑 40 執道座 12 突架框 41 導軌 121 延伸架樑 411 軌槽 122 外架樑 412 主軌壁 123 斜撐樑 413 連接軌壁 13 載運車 42 連接件 14 箭頭 5 棚搁 2 支撐單元 51 立柱 21 主撐桿 511 夾頭 211 桿件 512 套合部 212 跨桿部 513 立桿 213 端靠部 514 固定件 22 第一延撐桿 52 搁竿 23 支撐座 53 夾座 12[Main component symbol description] 1 Steel plate platform 231 Pillar 10 Construction access road 24 Second extension strut 11 Main frame 3 Floor 111 First frame beam 31 Plate body 112 Second frame beam 4 Track 113 Third frame beam 40 Seat 12 Frame 41 Guide rail 121 Extension frame beam 411 Track groove 122 Outer frame beam 412 Main rail wall 123 Diagonal beam 413 Connecting rail wall 13 Carrier 42 Connecting piece 14 Arrow 5 Shed 2 Support unit 51 Column 21 Main strut 511 Chuck 211 Rod 512 Fitting 212 212 straddle 513 Pole 213 End 514 Fixing member 22 First struts 52 Shelf 23 Support seat 53 Clamp 12