TWI818860B - Safety railing for building structure, building structure with safety railing and construction method thereof - Google Patents

Safety railing for building structure, building structure with safety railing and construction method thereof Download PDF

Info

Publication number
TWI818860B
TWI818860B TW112102849A TW112102849A TWI818860B TW I818860 B TWI818860 B TW I818860B TW 112102849 A TW112102849 A TW 112102849A TW 112102849 A TW112102849 A TW 112102849A TW I818860 B TWI818860 B TW I818860B
Authority
TW
Taiwan
Prior art keywords
hollow
end rod
safety railing
sleeve
column
Prior art date
Application number
TW112102849A
Other languages
Chinese (zh)
Other versions
TW202430764A (en
Inventor
尹衍樑
徐坤榮
魏彰延
Original Assignee
潤弘精密工程事業股份有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 潤弘精密工程事業股份有限公司 filed Critical 潤弘精密工程事業股份有限公司
Priority to TW112102849A priority Critical patent/TWI818860B/en
Application granted granted Critical
Publication of TWI818860B publication Critical patent/TWI818860B/en
Publication of TW202430764A publication Critical patent/TW202430764A/en

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The present application relates to a safety railing for building structure, building structure with safety railings and a construction method thereof. The safety railing comprises at least one stand rod; at least one hollow transverse rod including a space therein, the at least one hollow transverse rod is removably connected to the at least one stand rod, and one end of the at least one hollow transverse rod includes an opening; at least one end rod is inserted into the space of the at least one hollow transverse rod from the opening formed at the end of the at least one hollow transverse rod, and the at least a portion of the at least one end rod is movably disposed in the space; and at least one fixing member releasably positioning the at least one end rod in an extended position, a retracted position, or a position between the extended position and the retracted position.

Description

建築結構施工用之安全欄杆,具有安全欄杆之建築結構及其施工方法Safety railings for construction of building structures, building structures with safety railings and construction methods thereof

本申請係關於一種安全欄杆,特別是關於一種用於預鑄建築結構施工用之安全欄杆,具有安全欄杆之建築結構及其施工方法。The present application relates to a safety railing, in particular to a safety railing used in the construction of a building structure, a building structure with a safety railing and a construction method thereof.

在構築RC建築結構的過程中,隨著推進樓層之高度,防墜設施諸如安全欄杆在作業現場是必然需要的一項設置,其對作業人員產生必要的保護效用,以保障其在鄰近建築結構邊緣處的施工安全,防止從高處墜落之意外工傷。保護欄杆係構築建築結構時,於建築結構需要防墜的邊界處(例如建築結構最外側的梁結構處、凹坑處或具有天井處)設置護欄。習知的護欄由複數個立桿及例如兩端連接於立桿上的複數橫桿組成,而複數個立桿之各者之底端通常與一底板固定連接。作業人員通常藉由使用鋼釘或螺釘等緊固件將底板固定於待設置安全欄杆處的樓地板表面上,而立桿因此亦固定該樓地板表面上,隨後作業人員再將複數橫桿分別設置於複數個立桿之相鄰二者上,而完成安全欄杆之設置。In the process of constructing the RC building structure, as the height of the floors increases, anti-fall facilities such as safety railings are an inevitable installation at the work site. They have the necessary protective effect on the workers to ensure that they are in the adjacent building structure. Construction safety at the edge prevents accidental work injuries caused by falling from heights. When constructing a building structure, protective railings are installed at the boundaries where the building structure needs to be prevented from falling (such as the outermost beam structure of the building structure, pits or patios). A conventional guardrail is composed of a plurality of vertical poles and, for example, a plurality of horizontal poles with both ends connected to the vertical poles. The bottom ends of each of the plurality of vertical poles are usually fixedly connected to a base plate. Workers usually fix the base plate to the floor surface where the safety railings are to be installed by using fasteners such as steel nails or screws, and the vertical poles are also fixed to the floor surface. Then the workers install a plurality of crossbars respectively. A plurality of vertical poles are placed adjacent to each other to complete the setting of the safety railing.

然而此等習知的安全欄杆設置方式,不僅在立桿固定至施工樓地板表面時費力費時,造成安裝作業之工時增長而相對減低構築建築結構之效率,在建築構築作業需要在安全欄杆所在處進行特定作業時(例如對已完成的建築結構部分進行續接柱結構之作業),又必須耗費時間先拆除安全欄杆方得以進行所需的構築作業。最後因為習知安全欄杆之立桿多固定於待施工之樓地板表面上,當安全欄杆不再需要時,又必須花費時間一一拆除已固定之立桿之底板。因此習知的安全欄杆之結構與其運用方式,不僅耗時費力,更無法有效縮短建築物之總構築時間並降低人力時間成本。However, these conventional safety railing installation methods are not only labor-intensive and time-consuming when fixing the poles to the surface of the construction floor, but also increase the installation time and relatively reduce the efficiency of constructing the building structure. In building construction operations, safety railings need to be installed When carrying out specific operations (such as continuing the column structure of a completed building structure), it takes time to dismantle the safety railings before the required construction operations can be carried out. Finally, because the safety railing poles are usually fixed on the surface of the floor to be constructed, when the safety railing is no longer needed, it takes time to remove the base plates of the fixed poles one by one. Therefore, the structure and use of the conventional safety railings are not only time-consuming and labor-intensive, but also cannot effectively shorten the total construction time of the building and reduce the labor and time costs.

鑑於以上習知安全欄杆之缺點,本申請提出一種安全欄杆及建築施工方式,不但便於安全欄杆的快速組裝及拆除,並且兼具彈性調整安全欄杆之橫桿長度之功效,以便於如上述需要在安全欄杆所在處進行特定作業時,可以直接藉由快速手動調整安全欄杆而不妨礙該特定作業之進行。In view of the above shortcomings of the conventional safety railings, this application proposes a safety railing and a construction method that not only facilitate the rapid assembly and disassembly of the safety railing, but also have the effect of elastically adjusting the length of the crossbar of the safety railing, so as to meet the above needs. When a specific operation is performed at the location of the safety railing, the safety railing can be quickly and manually adjusted without hindering the specific operation.

本申請之一目的在於提供一種安全欄杆之結構,其可具彈性調整安全欄杆之橫桿長度之功效,而便於建築結構之特定結構構築作業。One purpose of this application is to provide a safety railing structure that can elastically adjust the length of the safety railing's crossbar, thereby facilitating the specific structural construction of the building structure.

本申請之另一目的在於提供一種建築結構及施工方式,其可使安全欄杆快速安裝及拆除,而能縮短完成建築結構之構築作業所需的總作業時間。Another purpose of the present application is to provide a building structure and construction method that can quickly install and dismantle the safety railing and shorten the total operating time required to complete the construction of the building structure.

為達成上述目的,本申請提出一種安全欄杆,其包含:至少一立桿;至少一中空橫桿,包含一中空部分於其中,該至少一中空橫桿可移除地連接於該至少一立桿,且該至少一中空橫桿之一端部包含一開口;至少一端部桿,其自該至少一中空橫桿之該端部之該開口插入該至少一中空橫桿之該中空部分中,且該至少一端部桿之至少一部分可移動地設置於在該中空部分中;以及至少一固定構件,其可鬆脫地將該至少一端部桿定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間。In order to achieve the above object, the present application proposes a safety railing, which includes: at least one vertical pole; at least one hollow crossbar including a hollow portion therein, and the at least one hollow crossbar is removably connected to the at least one vertical bar. , and one end of the at least one hollow cross bar includes an opening; at least one end rod is inserted into the hollow portion of the at least one hollow cross bar from the opening of the end of the at least one hollow cross bar, and the At least a portion of at least one end rod is movably disposed in the hollow portion; and at least one securing member releasably positions the at least one end rod in an extended position, a retracted position, or between the extended position and between the retracted positions.

為達成上述目的,本申請提出一種建築結構,包含:至少一梁結構,其包含沿該至少一梁結構之一長度方向間隔設置之複數個預埋的套筒件於其中,該套筒件之一開口露出於該至少一梁結構之一頂部表面;複數個柱結構,其分別位於該至少一梁結構的兩端,並支撐該至少一梁結構,該複數個柱結構每一者之頂部包含自該柱結構頂部伸出之複數個續接柱筋;以及複數個如上述之安全欄杆,該等安全欄杆之各者之該至少一立桿插入並固定於對應之該等預埋套筒件之該開口中;其中當該至少一端部桿定位在該伸長位置時,該至少一端部桿位於該複數個續接柱筋之上方的位置,且當該至少一端部桿定位在該縮回位置時,該至少一端部桿不在該複數個續接柱筋之上方的位置。In order to achieve the above object, the present application proposes a building structure, including: at least one beam structure, which includes a plurality of pre-embedded sleeve members spaced along a length direction of the at least one beam structure, and the sleeve members are An opening is exposed on a top surface of the at least one beam structure; a plurality of column structures are respectively located at both ends of the at least one beam structure and support the at least one beam structure, and the top of each of the plurality of column structures includes A plurality of continuous column bars protruding from the top of the column structure; and a plurality of safety railings as mentioned above. The at least one vertical pole of each of the safety railings is inserted into and fixed to the corresponding embedded sleeve parts. in the opening; wherein when the at least one end rod is positioned in the extended position, the at least one end rod is located above the plurality of continuous column bars, and when the at least one end rod is positioned in the retracted position When, the at least one end rod is not in a position above the plurality of continuous column bars.

為達成上述目的,本申請又提出一種建築施工方法,其包含以下步驟:(a)提供複數個柱結構,該複數個柱結構每一者之頂部包含自該柱結構頂部伸出之複數個續接柱筋;(b)提供至少一半預鑄梁,其包含複數個具彎鉤之箍筋自其頂表面延伸出;(c)吊掛該至少一半預鑄梁,使該至少一半預鑄梁的兩端設置於該複數個柱結構之邊緣;(d)沿該至少一梁結構之一長度方向間隔預先設置複數個套筒件於該至少一半預鑄梁中;(e)設置模板並澆置混凝土於該複數個柱結構以及該至少一半預鑄梁的上方,以形成一樓地板,其中該至少一半預鑄梁之該複數個具彎鉤之箍筋被該混凝土包覆,該複數個柱結構之該複數個續接柱筋的一部分突出於該樓地板,且複數個套筒件每一者之一開口暴露於該樓地板;(f)提供複數個如上述之安全欄杆;將該複數個安全欄杆之複數個立桿插入並固定於對應之該等預埋套筒件之該開口中。In order to achieve the above purpose, this application also proposes a construction method, which includes the following steps: (a) providing a plurality of column structures, the top of each of the plurality of column structures includes a plurality of continuations protruding from the top of the column structure. Column-connecting bars; (b) provide at least half of the Kaifeng beams, which include a plurality of stirrups with hooks extending from the top surface; (c) hang at least half of the Kaifeng beams so that at least half of the Kaifeng beams The two ends of the plurality of column structures are arranged on the edges of the plurality of column structures; (d) pre-arrange a plurality of sleeve members in the at least half of the beam structures at intervals along the length direction of the at least one beam structure; (e) set up a formwork and cast Concrete is placed above the plurality of column structures and at least half of the Kaifeng beams to form a first floor floor, wherein the plurality of stirrups with hooks of at least half of the Kaifeng beams are covered with the concrete, and the plurality of stirrups with hooks are covered by the concrete. A part of the plurality of continuous column bars of the column structure protrudes from the floor, and an opening of each of the plurality of sleeve members is exposed to the floor; (f) Provide a plurality of safety railings as mentioned above; A plurality of vertical poles of a plurality of safety railings are inserted into and fixed in the corresponding openings of the embedded sleeve parts.

上述關於本申請之內容是要幫助瞭解所揭示多個具體例獨特的一些創新特徵,且不意圖進行完整描述。從整個的所有說明書、申請專利範圍、發明摘要和附圖可獲得對多個具體例的各種態樣的全面性理解。The above content about this application is to help understand some of the unique innovative features of the disclosed embodiments, and is not intended to be a complete description. A comprehensive understanding of various aspects of the various embodiments can be obtained from the entire specification, patent claims, abstract, and drawings.

圖1展示依據本申請之一較佳實施例之施工中之建築結構之部分示意圖。圖1中揭露包含待澆鑄樓地板層的建築結構1,其提供具有複數個柱結構2,且各個柱結構2之頂部包含自該柱結構2之頂部表面21伸出之複數個續接柱筋22。建築結構1具有複數個半預鑄梁3,半預鑄梁3之各者經提供並經吊掛以使半預鑄梁3之各者分別定位置放於相鄰之兩柱結構2之各者之頂部表面21之邊緣上。換言之,半預鑄梁3之各者之兩端設置於相鄰之兩個柱結構2之邊緣上。此外,半預鑄梁3具有自其頂表面31延伸而出之複數個具彎鉤之箍筋32,並且沿半預鑄梁3之長度方向(或第一方向D1)上,預先間隔設置複數個套筒件S並固定於該半預鑄梁3中。Figure 1 shows a partial schematic diagram of a building structure under construction according to a preferred embodiment of the present application. Figure 1 discloses a building structure 1 including a floor to be cast, which is provided with a plurality of column structures 2, and the top of each column structure 2 includes a plurality of continuous column bars extending from the top surface 21 of the column structure 2 twenty two. The building structure 1 has a plurality of half beams 3. Each of the half beams 3 is provided and hung so that each of the half beams 3 is positioned on each of the two adjacent column structures 2. on the edge of the top surface 21 of the device. In other words, the two ends of each half beam 3 are arranged on the edges of two adjacent column structures 2 . In addition, the half-barrel beam 3 has a plurality of stirrups 32 with hooks extending from its top surface 31, and a plurality of stirrups 32 are pre-spaced along the length direction (or the first direction D1) of the half-barrel beam 3. A sleeve piece S is fixed in the half beam 3.

圖1所揭露包含待澆鑄樓地板層的建築結構1,包含例如複數個小梁4,其兩端分別連結至相鄰之兩個半預鑄梁3之相對側面,以及複數個設置於該等半預鑄梁3及該等小梁4所分別圍繞形成之區域之鋼浪板5,以作為澆置樓地板層之模板。The building structure 1 including the floor to be cast as shown in Figure 1 includes, for example, a plurality of small beams 4, the two ends of which are respectively connected to the opposite sides of two adjacent half beams 3, and a plurality of small beams 4 arranged on these The corrugated steel plate 5 in the area surrounded by the half-rib beams 3 and the small beams 4 serves as a template for pouring the floor layer.

沿圖1中展示之半預鑄梁3之各者之一長度方向(或第一方向D1)上,已預先間隔設置複數個套筒件S並固定於該半預鑄梁3中。套筒件S之各者係包含套筒S1及附接至該套筒S1之至少一插件S2所組成,且至少一插件S2之至少大部分係已埋附於半預鑄3之中,而套筒件S之套筒S1及至少一插件S2之剩餘部分則露出於半預鑄梁3之頂表面31上方。Along one of the length directions (or the first direction D1) of each of the half-ribbon beams 3 shown in Figure 1, a plurality of sleeve members S have been spaced apart in advance and fixed in the half-ribbon beam 3. Each of the sleeve parts S is composed of a sleeve S1 and at least one plug-in S2 attached to the sleeve S1, and at least most of the at least one plug-in S2 has been embedded in the half-shell 3, and The remaining portions of the sleeve S1 of the sleeve member S and at least one plug-in S2 are exposed above the top surface 31 of the half-clamp beam 3 .

圖2A展示套筒件S之結構,其中套筒件S具有兩個插件S2以及一個套筒S1。套筒S1為具有一中空空間S3的矩形框體,具有一矩形斷面並具有四個外平面。此外,在套筒S1之頂部形成一開口S4,其經構形以使一安全欄杆之立桿可以插入容納於中空空間S3中。Figure 2A shows the structure of the sleeve part S, where the sleeve part S has two inserts S2 and a sleeve S1. The sleeve S1 is a rectangular frame with a hollow space S3, a rectangular cross-section and four outer planes. In addition, an opening S4 is formed on the top of the sleeve S1, which is configured so that a vertical pole of a safety railing can be inserted and accommodated in the hollow space S3.

如圖2A所示,套筒件S的兩個插件S2,係附接固定至套筒S1上。在圖2A所示的實施例中,插件S2之各者分別沿矩形中空套筒S1的兩個內角側沿矩形中空套筒S1之長度方向附接固定至套筒S1上。兩個插件S2之每一者的皆有一部分自套筒S1之下緣向下延伸一長度。插件S2之至少大部分或全部係預先埋設於半預鑄梁3中(如圖2B展示圖1中之建築結構之X部分局部放大圖所示),使得套筒S1露出於半預鑄梁3之頂部表面31之外。詳言之,在插件S2之至少大部分預先埋設於半預鑄梁3中之實施例中,套筒S1之底部表面S5與半預鑄梁之頂部表面31具有一間隙距離G。在另一實施例中,插件S2之全部預先埋設於半預鑄梁3中,而套筒S1之底部表面則與半預鑄梁3之頂部表面31接觸或是套筒S1之下方部分沿其高度方向向上之一小部分亦埋設於半預鑄梁3中。As shown in Figure 2A, the two inserts S2 of the sleeve member S are attached and fixed to the sleeve S1. In the embodiment shown in FIG. 2A , each of the plug-ins S2 is attached and fixed to the sleeve S1 along two inner corner sides of the rectangular hollow sleeve S1 along the length direction of the rectangular hollow sleeve S1 . Each of the two inserts S2 has a portion extending downwardly for a length from the lower edge of the sleeve S1. At least most or all of the plug-in S2 is pre-buried in the half-joist beam 3 (as shown in Figure 2B, which shows an enlarged view of part X of the building structure in Figure 1), so that the sleeve S1 is exposed on the half-joist beam 3 outside the top surface 31. Specifically, in an embodiment in which at least most of the insert S2 is pre-embedded in the half-rib beam 3 , the bottom surface S5 of the sleeve S1 and the top surface 31 of the half-rib beam have a gap distance G. In another embodiment, the entire plug-in S2 is pre-embedded in the half-rib beam 3, and the bottom surface of the sleeve S1 is in contact with the top surface 31 of the half-rib beam 3 or the lower part of the sleeve S1 is along its A small portion upward in the height direction is also buried in the half-shaped beam 3.

在其他實施例中,套筒件S之兩個插件S2亦可附接固定至與圖2A所示之套筒S1上之不同部位。例如圖2C展示套筒件S之另一實施例之結構示意圖。如圖2C所示,一插件S2之一者沿著中空套筒S1內的一內角側設置,並且沿矩形中空套筒S1之長度方向附接固定至套筒S1上;另一插件S2沿著中空套筒S1的一外壁之邊緣處設置,且沿矩形中空套筒S1之長度方向附接固定至套筒S1上。由圖2C中可知,位於中空套筒S1內之插件S2,與位於中空套筒S1外之插件S2分別附接固定於中空套筒S1的相對側壁之各者上,且位於相對側壁之一鄰接壁之同側。當然,本申請並不特別限制插件S2附接至套筒件S之中空套筒S1之位置,只要能使套筒件S夠牢固地埋設於半預鑄梁3,且露出必要的中空套筒S1之全部或部分,以使安全欄杆之一主桿能夠插入中空套筒S1之中空空間S32中,插件S2之數量、尺寸及其與中空套筒S1之附接固定之位置則無需予以特別限制。In other embodiments, the two plug-ins S2 of the sleeve member S can also be attached and fixed to different locations on the sleeve S1 shown in FIG. 2A . For example, FIG. 2C shows a schematic structural diagram of another embodiment of the sleeve member S. As shown in Figure 2C, one of the plug-ins S2 is arranged along an inner corner side of the hollow sleeve S1, and is attached and fixed to the sleeve S1 along the length direction of the rectangular hollow sleeve S1; the other plug-in S2 is along the length direction of the rectangular hollow sleeve S1. It is arranged at the edge of an outer wall of the hollow sleeve S1 and is attached and fixed to the sleeve S1 along the length direction of the rectangular hollow sleeve S1. As can be seen from Figure 2C, the plug-in S2 located inside the hollow sleeve S1 and the plug-in S2 located outside the hollow sleeve S1 are respectively attached and fixed to each of the opposite side walls of the hollow sleeve S1, and are located adjacent to one of the opposite side walls. On the same side of the wall. Of course, this application does not specifically limit the position where the insert S2 is attached to the hollow sleeve S1 in the sleeve member S, as long as the sleeve member S can be firmly embedded in the half beam 3 and expose the necessary hollow sleeve. All or part of S1, so that one of the main poles of the safety railing can be inserted into the hollow space S32 of the hollow sleeve S1. The number and size of the plug-in S2 and the position of attachment and fixation to the hollow sleeve S1 do not need to be specially limited. .

圖2D展示圖2A之套筒件之俯視圖,並且圖2D中同時展示一安全欄杆之主桿插入套筒件之套筒中的結構尺寸示意圖。由圖2D可知,具有矩形斷面的套筒件S之套筒S1,其可容納安全欄杆之一主桿P1於其中空空間S3中,套筒S1之外周長度及外周寬度例如可為50mm,並具有3mm的厚度,而插件S2可為例如直徑為6mm之圓柱棒體,安全欄杆之主桿P1則具有例如42.6mm之外徑。FIG. 2D shows a top view of the sleeve member of FIG. 2A , and FIG. 2D also shows a schematic diagram of the structural dimensions of a main pole of a safety railing inserted into the sleeve of the sleeve member. As can be seen from Figure 2D, the sleeve S1 of the sleeve member S with a rectangular cross-section can accommodate one of the main poles P1 of the safety railing in its hollow space S3. The outer circumferential length and outer circumferential width of the sleeve S1 can be, for example, 50 mm. And has a thickness of 3mm, and the insert S2 can be, for example, a cylindrical rod with a diameter of 6mm, and the main pole P1 of the safety railing has an outer diameter of, for example, 42.6mm.

請參照圖2B,套筒件S之各者之套筒S1之鄰近半預鑄梁3之一頂部表面31之外邊緣33的一外平面經配置自頂部外邊緣31內縮一距離D,並且套筒S1之底部表面S5與半預鑄梁3之頂部表面31之間具有一間隙距離G。在另一實施例中,套筒S1之底部表面與半預鑄梁3之頂部表面31之間可不具有一間隙距離G。在另一實施例中,套筒件S之套筒S1之一最外側壁可與半預鑄梁3之頂部表面31之外邊緣33對準齊平,並且套筒S1之底部表面與半預鑄梁3之頂部表面31具有一間隙距離G。套筒件S基本上較佳依圖2B所示預先配置於半預鑄梁3'上。Referring to FIG. 2B , an outer plane of the sleeve S1 of each sleeve member S adjacent to the outer edge 33 of the top surface 31 of the half-clamp beam 3 is configured to be retracted by a distance D from the top outer edge 31 , and There is a gap distance G between the bottom surface S5 of the sleeve S1 and the top surface 31 of the half-clamp beam 3 . In another embodiment, there may not be a gap distance G between the bottom surface of the sleeve S1 and the top surface 31 of the half-clamp beam 3 . In another embodiment, one of the outermost walls of the sleeve S1 of the sleeve member S can be aligned flush with the outer edge 33 of the top surface 31 of the half-shaft beam 3 , and the bottom surface of the sleeve S1 is aligned with the half-shaft beam 3 . The top surface 31 of the cast beam 3 has a gap distance G. Basically, the sleeve member S is preferably pre-arranged on the half beam 3' as shown in Figure 2B.

圖3A展示圖1中之建築結構經澆置樓地板層後之結構示意圖。當圖3A中所展示的建築結構1,係自圖1所示之建築結構經由設置模板並澆置混凝土於複數個柱結構2、複數個半預鑄梁3、各小梁4及各鋼浪板5的上方之場鑄作業,以形成一樓地板6及與樓地板6齊平而形成同一表面的複數個梁結構3"。應注意者,於澆置混凝土之場鑄作業完成後,半預鑄梁3之各者之複數個具彎鉤之箍筋32被混凝土包覆,且複數個柱結構2之各者之複數個續接柱筋22的一部分在樓地板6完成後,仍具有突出於該樓地板6的頂部表面61之外之一部分,而複數個套筒件S每一者之開口S4則暴露於樓地板6之頂部表面61上。Figure 3A shows a schematic structural diagram of the building structure in Figure 1 after the floor layer has been poured. The building structure 1 shown in Figure 3A is derived from the building structure shown in Figure 1 by setting formwork and pouring concrete on a plurality of column structures 2, a plurality of half beams 3, each small beam 4 and each steel corrugated plate. The casting operation above 5 is to form the first floor floor 6 and a plurality of beam structures 3" flush with the floor floor 6 to form the same surface. It should be noted that after the casting operation for pouring concrete is completed, the semi-preparatory The plurality of stirrups 32 with hooks of each of the cast beams 3 are covered with concrete, and a part of the plurality of continuous column bars 22 of each of the plurality of column structures 2 still has protrusions after the floor plate 6 is completed. A portion outside the top surface 61 of the floor board 6 is exposed to the top surface 61 of the floor board 6 through the opening S4 of each of the sleeve members S.

依據圖1及3A展示之結構,可知樓地板6係經由場鑄作業完成。因此,各個半預鑄梁3經由澆置混凝土完成樓地板6之場鑄作業後,半預鑄梁3之各者之上方形成場鑄部分3',藉此各個半預鑄梁3與形成於其上之對應之場鑄部分3',共同形成各個梁結構3"。換言之,在圖3A中,梁結構3"之各者係包含半預鑄梁3以及在該半預鑄梁3上方之場鑄部分3'。由於在圖1中,半預鑄梁3之各者之兩端係設置於複數個柱結構2之相鄰兩個柱結構2之邊緣上,因此在澆置混凝土的場鑄作業完成後,複數個柱結構2之相鄰兩個柱結構2,亦分別位於複數個梁結構3"之一者的兩端,並支撐梁結構3"。再者如上所述,複數個柱結構2之每一者之頂部包含自該柱結構2之頂部表面伸出於樓地板6的頂部表面61之外之一部分之複數個續接柱筋22,而柱結構2之各者上方突出於樓地板6之頂部表面61之外之複數個續接柱筋22,可界定出各自之續接柱筋區域A。根據上述,圖3A中所展示的兩點鏈線將樓地板6區分為梁結構3之場鑄部分3'、樓地板表面61及柱筋續接區域A等不同區域。According to the structures shown in Figures 1 and 3A, it can be seen that the floor slab 6 is completed by casting operations. Therefore, after the casting operation of the floor slab 6 is completed by pouring concrete on each half-joist beam 3, a cast portion 3' is formed above each of the half-john beams 3, whereby each half-joist beam 3 is in line with the cast part formed on the floor 6. The corresponding casting portions 3' thereon together form respective beam structures 3". In other words, in Figure 3A, each of the beam structures 3" includes a half beam 3 and a beam above the half beam 3. Field cast section 3'. Since in Figure 1, the two ends of each half beam 3 are arranged on the edges of two adjacent column structures 2 of the plurality of column structures 2, therefore after the casting operation of pouring concrete is completed, the plurality of Two adjacent column structures 2 of a column structure 2 are also respectively located at both ends of one of a plurality of beam structures 3" and support the beam structure 3". Furthermore, as mentioned above, the top of each of the plurality of column structures 2 includes a plurality of continuous column bars 22 extending from a portion of the top surface of the column structure 2 beyond the top surface 61 of the floor plate 6, and A plurality of continuous column reinforcements 22 protruding above the top surface 61 of the floor plate 6 can define respective continuous column reinforcement areas A. Based on the above, the two-point chain line shown in FIG. 3A divides the floor 6 into different areas such as the casting part 3' of the beam structure 3, the floor surface 61, and the column reinforcement connection area A.

此外,由於沿半預鑄梁3之各者之一長度方向(或第一方向D1)上,已預先間隔設置固定複數個套筒件S於該半預鑄梁3中,因此場鑄作業完成後,套筒件S之各者之套筒S1亦埋設於場鑄部分3'中,而僅暴露套筒件S之每一者之開口S4於梁結構3"之場鑄部分3'之頂部表面上。是故,經澆置作業後所形成之梁結構3"之各者,包含沿其之一長度方向(或第一方向D1)間隔設置之複數個預埋的套筒件S於梁結構3"中(應注意者,由於半預鑄梁3上方之場鑄部分3'與樓地板6係由同一混凝土澆置作業澆置完成,因此完成後之梁結構3"之頂部表面,與樓地板6之頂部表面61共平面)。In addition, since a plurality of sleeve members S have been pre-set and fixed in the half-rib beam 3 along one of the length directions (or the first direction D1) of each half-rib beam 3, the casting operation is completed. Finally, the sleeve S1 of each sleeve member S is also embedded in the cast-in-place portion 3', and only the opening S4 of each sleeve member S is exposed at the top of the cast-in-place portion 3' of the beam structure 3" On the surface. Therefore, each of the beam structures 3" formed after the pouring operation includes a plurality of pre-embedded sleeve pieces S arranged in the beam at intervals along one of its length directions (or the first direction D1). In the structure 3" (it should be noted that since the cast part 3' above the half beam 3 and the floor slab 6 are poured by the same concrete pouring operation, the top surface of the completed beam structure 3" is different from the The top surface 61 of the floor 6 is coplanar).

值得一提的是,依據圖1及圖2B所示之實施例,套筒件S之套筒S1之底部表面與半預鑄梁3之頂部表面31之間具有一間隙距離G。如圖4所示,間隙距離G係用於可容許一L型金屬模板M插入其中,並且L型金屬模板M之平面底壁自套筒件S之套筒S1之底部表面S5之內側朝外延伸,繼而作為在樓地板6之混凝土澆置作業之模板的一部分,使得樓地板6之場鑄作業完成後,其具有自梁結構3"之外緣朝外側延伸之一部分。換言之,只要是套筒件S之套筒S1之底部表面與半預鑄梁3之頂部表面31之間留有一間隙距離G之結構狀態下,經樓地板場鑄作業後,即可完成如圖3A及圖4所展示具有自梁結構3"向外延伸一部分之樓地板6之結構型態。It is worth mentioning that, according to the embodiment shown in FIGS. 1 and 2B , there is a gap distance G between the bottom surface of the sleeve S1 of the sleeve member S and the top surface 31 of the half-rail beam 3 . As shown in Figure 4, the gap distance G is used to allow an L-shaped metal template M to be inserted therein, and the flat bottom wall of the L-shaped metal template M faces outward from the inside of the bottom surface S5 of the sleeve S1 of the sleeve member S. Extend, and then serve as part of the formwork for the concrete pouring operation on the floor 6, so that after the casting operation of the floor 6 is completed, it has a part extending outward from the outer edge of the beam structure 3". In other words, as long as it is set In the structural state where there is a gap distance G between the bottom surface of the sleeve S1 of the tube S and the top surface 31 of the half-barrel beam 3, after the floor casting operation, the structure shown in Figure 3A and Figure 4 can be completed. Shows the structural form of the floor 6 with a portion extending outward from the beam structure 3".

圖3B展示圖3A中之建築結構插置複數個安全欄杆之示意圖。在圖3B中,位於中間的長度固定式的安全欄杆7及其兩側可伸縮式的安全欄杆8藉由各自安全欄杆之立桿,自預埋套筒件S之開口S3插入並固定於對應之預埋套筒件S之中空空間S4中,而使得安全欄杆7及8得以插置固定於樓地板6之邊側上,並藉此以達到防護作業人員之安全的功效。Figure 3B shows a schematic diagram of a plurality of safety railings inserted into the building structure in Figure 3A. In Figure 3B, the fixed-length safety railing 7 in the middle and the retractable safety railings 8 on both sides are inserted into and fixed to the corresponding positions through the opening S3 of the embedded sleeve member S through the vertical poles of the respective safety railings. The sleeve member S is embedded in the hollow space S4, so that the safety railings 7 and 8 can be inserted and fixed on the sides of the floor 6, thereby achieving the safety effect of protecting workers.

由圖3B中可知,彼此相鄰的安全欄杆,例如中間長度固定式的安全欄杆7及兩側可伸縮式的安全欄杆8,彼此共用相同的立桿P1,特別是中間固定式的安全欄杆7的兩根立桿P1,分別作為兩側相鄰的可伸縮式的安全欄杆8的固定側之立桿。As can be seen from Figure 3B, safety railings adjacent to each other, such as the fixed-length safety railing 7 in the middle and the retractable safety railings 8 on both sides, share the same pole P1 with each other, especially the fixed-length safety railing 7 in the middle. The two vertical poles P1 are respectively used as the fixed side poles of the retractable safety railings 8 adjacent to both sides.

此外,圖3B中所示位於中間的固定式安全欄杆7,其包含兩根相鄰並分別插入對應之套筒件S中的立桿P1,以及兩根分別具有中空部分於其中的中空橫桿P2,其中中空橫桿P2的兩側或兩端部分別可移除地連接於該兩根相鄰的立桿P1,並且在該兩根相鄰的立桿P1之一高度方向D2上間隔配置。而在固定式安全欄杆之元件數量最小化的一實施例中(未圖示),固定式安全欄杆7具有插入對應之套筒件S中的至少一立桿P1,至少一具有中空部分的中空橫桿P2,該至少一中空橫桿P2在該至少一立桿P1之高度方向D1上的一高度處可移除地連接於該至少一立桿P1上。該至少一中空橫桿P2的兩側或兩端部則可分別與例如相鄰的長度固定式安全欄杆或可伸縮式的安全欄杆的一立桿可移除的連接,或分別與相鄰的長度固定式安全欄杆的至少一中空橫桿之一端部或可伸縮式安全欄杆的至少一中空橫桿之一端部可移除的連接。又,在長度固定式安全欄杆之元件數量較多的一實施例中(未圖示),長度固定式安全欄杆7可具有複數根插入對應之套筒件S中的立桿P1,複數根分別具有中空部分於其中的中空橫桿P2,該等中空橫桿P2分別可移除地連接於該複數根立桿P1上,且在該複數根立桿P1之一高度方向D2上間隔配置。該等中空橫桿P2之各者之兩側或兩端部,則可分別與例如相鄰的長度固定式安全欄杆之一立桿或可伸縮式的安全欄杆的一立桿可移除的連接,或分別與相鄰的長度固定式安全欄杆的一或多個中空橫桿之對應一者之一端部或可伸縮式安全欄杆的一或多個中空橫桿之對應一者之一端部可移除的連接。In addition, the fixed safety railing 7 in the middle shown in Figure 3B includes two adjacent vertical poles P1 that are respectively inserted into the corresponding sleeve parts S, and two hollow crossbars each having a hollow portion therein. P2, in which both sides or both ends of the hollow crossbar P2 are removably connected to the two adjacent vertical poles P1, and are spaced apart in one of the height directions D2 of the two adjacent vertical poles P1. . In an embodiment (not shown) in which the number of components of the fixed safety railing is minimized, the fixed safety railing 7 has at least one pole P1 inserted into the corresponding sleeve member S, and at least one hollow pole with a hollow portion. Cross bar P2, the at least one hollow cross bar P2 is removably connected to the at least one vertical pole P1 at a height in the height direction D1 of the at least one vertical pole P1. The two sides or both ends of the at least one hollow crossbar P2 can be removably connected to, for example, a vertical pole of an adjacent fixed-length safety railing or a retractable safety railing, or can be respectively connected to an adjacent vertical pole. One end of at least one hollow crossbar of a fixed-length safety railing or one end of at least one hollow crossbar of a retractable safety railing is removably connected. Furthermore, in an embodiment with a large number of components of the fixed-length safety railing (not shown), the fixed-length safety railing 7 may have a plurality of vertical poles P1 inserted into the corresponding sleeve member S, and the plurality of poles P1 are inserted into the corresponding sleeve parts S. Hollow crossbars P2 having hollow portions therein are respectively removably connected to the plurality of vertical poles P1 and are spaced apart in a height direction D2 of the plurality of vertical poles P1. Both sides or both ends of each of the hollow crossbars P2 can be removably connected to, for example, a vertical pole of an adjacent fixed-length safety railing or a vertical pole of a retractable safety railing. , or respectively with one end of the corresponding one or more hollow crossbars of the adjacent fixed-length safety railing or one end of the corresponding one or more hollow crossbars of the retractable safety railing. Except the connection.

圖3B中展示之建築結構1包含可伸縮式的安全欄杆8,其每一者包含兩根相鄰並分別插入對應之套筒件S中的立桿P1,兩根分別具有中空部分於其中的中空橫桿P2',中空橫桿P2'的兩側分別可移除地連接於該兩根相鄰的立桿P1,並且在該兩根相鄰的立桿P1之一高度方向D2上間隔配置。在圖3B之實施例中,中空橫桿P2'之各者的兩側分別可移除地連接於該兩根相鄰的立桿P1,並且在該兩根相鄰的立桿P1之一高度方向D2上間隔配置,並且中空橫桿P2'之各者在靠近固定式安全欄杆7的一端部係彼此連結而形成一U型結構,且在遠離固定式安全欄杆7的一端部則包含一開口,其連通至中空橫桿P2'的中空部分中。The building structure 1 shown in Figure 3B includes retractable safety railings 8, each of which includes two adjacent vertical poles P1 that are respectively inserted into the corresponding sleeve parts S, and the two poles each have a hollow portion therein. Hollow cross bar P2', both sides of the hollow cross bar P2' are removably connected to the two adjacent vertical poles P1, and are spaced apart in one height direction D2 of the two adjacent vertical poles P1. . In the embodiment of FIG. 3B , both sides of each of the hollow crossbars P2' are removably connected to the two adjacent vertical poles P1, and at a height of the two adjacent vertical poles P1 They are spaced apart in the direction D2, and each of the hollow cross bars P2' is connected to each other at one end close to the fixed safety railing 7 to form a U-shaped structure, and includes an opening at the end far away from the fixed safety railing 7. , which is connected to the hollow part of the hollow crossbar P2'.

圖3B中所示的可伸縮式的安全欄杆8,其另包含兩根端部桿P3,其分別自中空橫桿P2'之具有開口之端部插入對應之中空橫桿P2'之中空部分中,且端部桿P3之尺寸使端部桿P3之至少一部分可移動地設置對應之中空橫桿P2'之中空部分中。在圖3B所示的實施例中,端部桿P3之各者包含一位於對應之中空橫桿P2'之中空部分中的一第一部分P31,以及位於對應之中空橫桿P2'外之一第二部分P32,且該兩根端部桿P3之兩個第二部分P32經構形彼此連結而形成一U型結構,而可同時在相同方向進行在中空橫桿P2'之中空部分中的移動。圖3B中可伸縮式的安全欄杆8,更包含兩個固定構件P4(見圖5),其可分別鬆脫地將兩端部桿P3之各者定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間。。The retractable safety railing 8 shown in Figure 3B also includes two end rods P3, which are inserted into the hollow portion of the corresponding hollow crossbar P2' from the open end of the hollow crossbar P2'. , and the size of the end rod P3 is such that at least a part of the end rod P3 is movably disposed in the hollow portion of the corresponding hollow cross rod P2'. In the embodiment shown in Figure 3B, each of the end rods P3 includes a first portion P31 located in the hollow portion of the corresponding hollow crossbar P2', and a first portion P31 located outside the corresponding hollow crossbar P2'. Two parts P32, and the two second parts P32 of the two end rods P3 are configured to be connected to each other to form a U-shaped structure, and can simultaneously move in the same direction in the hollow part of the hollow cross bar P2' . The retractable safety railing 8 in Figure 3B further includes two fixed components P4 (see Figure 5), which can respectively loosely position each of the two end rods P3 in an extended position, a retracted position or between the extended position and the retracted position. .

依據圖3B所揭示的結構,可輕易了解在一可伸縮式安全欄杆之元件數量最小化的一實施例中(未圖示),可伸縮式安全欄杆8可具有插入對應之套筒件S中的至少一立桿P1,至少一具有中空部分的中空橫桿P2',該至少一中空橫桿P2'在該至少一立桿P1之高度方向D1上的一高度處可移除地連接於該至少一立桿P1上。該至少一中空橫桿P2'的一側或一端部則與例如相鄰的固定式安全欄杆的一立桿P1或是中空橫桿P2之一端部可移除的連接。此外,在該至少一中空橫桿P2'的另一端部則包含一開口以連通至該至少一中空橫桿P2'的中空部分中。在此一元件數量最小化之可伸縮式安全欄杆的實施例中,可伸縮式的安全欄杆8另包含至少一端部桿P3,其自該至少一中空橫桿P2'之具有開口之端部插入該至少一中空橫桿P2'之中空部分中,且該至少一端部桿P3之尺寸,使該至少一端部桿P3之至少一部分可移動地設置該中空橫桿P2'之中空部分中。因此,該至少一端部桿P3另包含一位於該至少一中空橫桿P2'之中空部分中的一第一部分P31,以及位於該至少一中空橫桿P2'外之一第二部分P32,而使該至少一端部桿P3可在該至少一中空橫桿P2'之中空部分中移動。當該至少一端部桿P3在該至少一中空橫桿P2'之中空部分中移動時,該第一部分P31之長度與該第二部分P32之長度則隨該至少一端部桿P3之移動而變動,惟該第一部分P31之長度與該第二部分P32之長度之總和仍維持不變(即長度總和為該至少一端部桿P3之長度)。在此一實施例中,可伸縮式的安全欄杆8,更包含至少一固定構件P4,其可鬆脫地將該至少一端部桿P3定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間。According to the structure disclosed in FIG. 3B , it can be easily understood that in an embodiment (not shown) that minimizes the number of components of a retractable safety railing, the retractable safety railing 8 can be inserted into the corresponding sleeve member S. At least one upright pole P1, at least one hollow cross bar P2' having a hollow portion, the at least one hollow cross bar P2' is removably connected to the at least one upright pole P1 at a height in the height direction D1 At least one vertical pole P1 is on. One side or one end of the at least one hollow crossbar P2' is removably connected to, for example, a vertical pole P1 of an adjacent fixed safety railing or one end of the hollow crossbar P2. In addition, the other end of the at least one hollow cross bar P2' includes an opening to communicate with the hollow portion of the at least one hollow cross bar P2'. In this embodiment of a retractable safety railing with a minimum number of components, the retractable safety railing 8 further includes at least one end rod P3 inserted from the open end of the at least one hollow crossbar P2' The at least one hollow cross bar P2' is in the hollow part, and the at least one end rod P3 is sized such that at least a part of the at least one end rod P3 is movably disposed in the hollow part of the hollow cross bar P2'. Therefore, the at least one end rod P3 further includes a first portion P31 located in the hollow portion of the at least one hollow cross bar P2', and a second portion P32 located outside the at least one hollow cross bar P2', so that The at least one end rod P3 is movable in the hollow portion of the at least one hollow cross rod P2'. When the at least one end rod P3 moves in the hollow portion of the at least one hollow cross rod P2', the length of the first part P31 and the length of the second part P32 change with the movement of the at least one end rod P3, However, the sum of the lengths of the first part P31 and the second part P32 remains unchanged (that is, the sum of the lengths is the length of at least one end rod P3). In this embodiment, the retractable safety railing 8 further includes at least one fixing member P4, which can releasably position the at least one end rod P3 in an extended position, a retracted position, or between the extended position and the retracted position. between the retracted positions.

又,在可伸縮式安全欄杆之元件數量較多的一實施例中(未圖示),可伸縮式安全欄杆8可具有複數根插入對應之套筒件S中的立桿P1,複數根分別具有中空部分於其中的中空橫桿P2',該等中空橫桿P2'分別可移除地連接於該複數根立桿P1上,且此時中空橫桿P2'之各者的兩側或兩端部分別可移除地連接於該兩根相鄰的立桿P1且在該複數根立桿P1之一高度方向D2上間隔配置。複數根中空橫桿P2'之各者之一端部可具有一開口以連通至該中空橫桿P2'的中空部分中。在此一實施例中,可伸縮式安全欄杆具有複數根端部桿P3,該複數根端部桿P3之各者自所對應之個別中空橫桿P2'之具有開口之端部插入個別中空橫桿P2'之中空部分中,且端部桿P3之各者之尺寸使端部桿P3之各者之至少一部分可移動地設置所對應之個別中空橫桿P2'之中空部分中。此外,端部桿P3之各者包含一位於所對應之個別中空橫桿P2'之中空部分中的一第一部分P31,以及位於所對應之個別中空橫桿P2'外之一第二部分P32,而使端部桿P3之各者可在所對應之個別中空橫桿P2'之中空部分中移動。同樣地,當該端部桿P3之各者在所對應之中空橫桿P2'之中空部分中移動時,該端部桿P3之各者該第一部分P31之長度與該第二部分P32之長度則隨此一端部桿P3之移動而變動,惟該第一部分P31之長度與該第二部分P32之長度之總和仍維持不變(即長度總和為此一端部桿P3之長度)。另一方面,該等端部桿P3之鄰近兩端部桿之間,可以例如一構件彼此連接,使得複數個端部桿P3可同時在相同方向進行在中空橫桿P2'之中空部分中的移動。在此一實施例中,可伸縮式的安全欄杆8,更包含複數個固定構件P4,複數個固定結構之各者可鬆脫地將所對應之個別端部桿P3定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間。Furthermore, in an embodiment in which the retractable safety railing has a large number of components (not shown), the retractable safety railing 8 may have a plurality of vertical poles P1 inserted into the corresponding sleeve member S. The plurality of poles P1 are respectively Hollow crossbars P2' having hollow portions therein, these hollow crossbars P2' are respectively removably connected to the plurality of vertical poles P1, and at this time, both sides or both ends of each of the hollow crossbars P2' The parts are respectively removably connected to the two adjacent poles P1 and are spaced apart in a height direction D2 of the plurality of poles P1. One end of each of the plurality of hollow cross bars P2' may have an opening to communicate with the hollow portion of the hollow cross bar P2'. In this embodiment, the retractable safety railing has a plurality of end rods P3, and each of the plurality of end rods P3 is inserted into the respective hollow crossbar from the open end of the corresponding respective hollow crossbar P2'. In the hollow portion of the rod P2', and the size of each of the end rods P3 is such that at least a portion of each of the end rods P3 is movably disposed in the hollow portion of the corresponding respective hollow cross-bar P2'. Furthermore, each of the end rods P3 includes a first portion P31 located within the hollow portion of the corresponding individual hollow crossbar P2', and a second portion P32 located outside the corresponding individual hollow crossbar P2', Each of the end rods P3 can move in the hollow portion of the corresponding individual hollow cross rod P2'. Similarly, when each of the end rods P3 moves in the hollow portion of the corresponding hollow cross rod P2', the length of the first part P31 of each of the end rods P3 and the length of the second part P32 Then the length changes with the movement of the end rod P3, but the sum of the length of the first part P31 and the second part P32 remains unchanged (that is, the sum of the lengths is the length of the end rod P3). On the other hand, the two adjacent end rods of the end rods P3 can be connected to each other by, for example, a member, so that a plurality of end rods P3 can simultaneously carry out the movement in the hollow part of the hollow cross bar P2' in the same direction. Move. In this embodiment, the retractable safety railing 8 further includes a plurality of fixing members P4. Each of the plurality of fixing structures can releasably position the corresponding individual end rod P3 in an extended position, a The retracted position or between the extended position and the retracted position.

圖5展示圖3B中之部分安全欄杆之結構示意圖。圖5中揭露了一長度固定式安全欄杆7,其兩側分別連接有可伸縮式安全欄杆8(右側僅顯示安全欄杆8之一部分)。依據圖5所示,立桿P1係於梁結構3之長度方向(或一第一方向D1)上間隔安置並插入於對應之套筒件S之套筒S1中。位於中央的長度固定式安全欄杆7具有兩根立桿P1,且可伸縮式安全欄杆8之各者,分別共用長度固定式安全欄杆7之兩根立桿P1之一者。換言之,圖5中位於中央的兩根立桿P1,同時亦作為兩側之可伸縮式安全欄杆8之立桿P1之一者。此外,長度固定式安全欄杆7及可伸縮式安全欄杆8皆可利用例如U型扣、萬向接頭、可拆卸對鎖扣件或束線帶等固定構件,將各自之中空橫桿P2及P2'可移除地固定於立桿P1之預定位置上。Figure 5 shows a schematic structural diagram of part of the safety railing in Figure 3B. Figure 5 discloses a fixed-length safety railing 7, with retractable safety railings 8 connected to both sides of the safety railing 7 (only a part of the safety railing 8 is shown on the right side). As shown in FIG. 5 , the vertical poles P1 are spaced apart in the length direction (or a first direction D1 ) of the beam structure 3 and inserted into the sleeve S1 of the corresponding sleeve member S. The fixed-length safety railing 7 located in the center has two vertical poles P1, and each of the retractable safety railings 8 shares one of the two vertical poles P1 of the fixed-length safety railing 7 respectively. In other words, the two vertical poles P1 located in the center in Figure 5 also serve as one of the vertical poles P1 of the retractable safety railings 8 on both sides. In addition, both the fixed-length safety railing 7 and the retractable safety railing 8 can use fixed components such as U-shaped buckles, universal joints, detachable locking fasteners or cable ties to connect the respective hollow crossbars P2 and P2 'Removably fixed at a predetermined position on the pole P1.

請參照圖4,立桿P1在鄰近中空橫桿之預定位置處設置有在水平方向上貫穿的複數個穿孔P11。固定構件P4則分別插入該等立桿P1上之對應穿孔P11中,以將中空橫桿P2或P2'可移除地固定於所對應之立桿P1之預定位置處。在圖4所示的實施例中,作業人員在設置安全欄杆作業時,以一U型扣作為固定構件P4,並將U型扣穿過位於立桿P1上方處之相鄰穿孔P11中,以將一中空橫桿P2(或P2')固定至立桿P1上方之預定位置處,並利用一可拆卸對鎖扣件之第一扣件P41與第二扣件P42作為另一固定構件P4,以在圖4中所示之立桿P1之下方處,將中空橫桿P2及P2'固定於立桿P1下方之預定位置處。詳言之,可拆卸對鎖扣件之第一扣件P41穿過立桿P1下方之相鄰穿孔P11中,且第二扣件P42係對鎖至第一扣件P41上,藉此中空橫桿P2及P2'皆被可拆卸對鎖扣件固定於立桿P1下方之預定位置處。當然,上述揭露內容僅為固定構件P4之例示性實施例,而非用以限定可拆卸地固定中空橫桿之固定構件P4之結構型式。Please refer to Figure 4. The vertical pole P1 is provided with a plurality of through holes P11 penetrating in the horizontal direction at predetermined positions adjacent to the hollow crossbar. The fixing members P4 are respectively inserted into the corresponding holes P11 on the vertical poles P1 to removably fix the hollow crossbar P2 or P2' at the predetermined position of the corresponding vertical pole P1. In the embodiment shown in Figure 4, when setting up the safety railing, the operator uses a U-shaped buckle as the fixing component P4, and passes the U-shaped buckle through the adjacent through hole P11 located above the vertical pole P1, so as to Fix a hollow crossbar P2 (or P2') to a predetermined position above the vertical pole P1, and use the first fastener P41 and the second fastener P42 of a detachable locking fastener as another fixing component P4, Below the vertical pole P1 shown in Figure 4, the hollow cross bars P2 and P2' are fixed at predetermined positions below the vertical pole P1. Specifically, the first fastener P41 of the detachable locking fastener passes through the adjacent through hole P11 below the vertical pole P1, and the second fastener P42 is locked to the first fastener P41, whereby the hollow horizontal Both poles P2 and P2' are fixed at predetermined positions below the vertical pole P1 by detachable locking fasteners. Of course, the above disclosure is only an exemplary embodiment of the fixing member P4, and is not intended to limit the structural type of the fixing member P4 for detachably fixing the hollow crossbar.

請參考圖5,可伸縮式安全欄杆8之複數個中空橫桿P2'則各自具有一用以固定所對應之端部桿P3之位置之固定構件P4。固定構件P4可為例如使用插銷或螺絲等構件,並且自例如形成於中空橫桿P2'上之對應孔洞插入中空橫桿P2'之中空部分中,以接觸對應之端部桿P3之位於該中空部分中之第一部分P31,並將端部桿P3固定於預定位置上(例如伸長位置、縮回位置,或處於伸長位置及縮回位置之間之所欲位置)。Please refer to Figure 5. Each of the plurality of hollow crossbars P2' of the retractable safety railing 8 has a fixing member P4 for fixing the position of the corresponding end bar P3. The fixing member P4 may be, for example, a member using a latch or a screw, and is inserted into the hollow portion of the hollow crossbar P2' from a corresponding hole formed on the hollow crossbar P2' to contact the corresponding end rod P3 located in the hollow. The first part P31 of the parts, and the end rod P3 is fixed at a predetermined position (such as an extended position, a retracted position, or a desired position between the extended position and the retracted position).

再參照圖3B所示之實施例,建築結構1之可伸縮式安全欄杆8包含第一安全欄杆81及第二安全欄杆82,其係安置於包含複數個續接柱筋22之一柱筋續接區域A之相對側,且第一安全欄杆81之至少一端部桿P3與第二安全欄杆82之至少一端部桿P3彼此相對。換言之,第一安全欄杆81之形成U型結構之彼此連結的兩根端部桿P3之第二部分P32,與第二安全欄杆82之形成U型結構之彼此連結的兩根端部桿P3之第二部分P32彼此相對。Referring again to the embodiment shown in FIG. 3B , the retractable safety railing 8 of the building structure 1 includes a first safety railing 81 and a second safety railing 82 , which are arranged on a column reinforcement including a plurality of continuous column reinforcements 22 . At least one end rod P3 of the first safety railing 81 and at least one end rod P3 of the second safety railing 82 are opposite to each other. In other words, the second part P32 of the two end poles P3 connected to each other forming a U-shaped structure of the first safety railing 81 is the same as the second part P32 of the two connected end poles P3 forming a U-shaped structure of the second safety railing 82 . The second part P32 is opposite to each other.

又圖3B展示當第一安全欄杆81之至少一端部桿P3以固定構件P4固定於伸長位置,且第二安全欄杆82之至少一端部桿P3亦以固定構件P4固定於其伸長位置時,第一安全欄杆81之至少一端部桿P3與該第二安全欄杆82之至少一端部桿P3之第二部分P32之末端彼此接觸,以使第一安全欄杆81及第二安全欄杆82之各自之至少一端部桿P3之第二部分P32位於該柱筋續接區域A中之上方,亦即位於該複數個續接柱筋22之上方的位置。此時建築結構1之柱筋續接區域A中之上方靠近外側邊處為彼此接觸的第一安全欄杆81之至少一端部桿P3與該第二安全欄杆82之至少一端部桿P3所封閉阻攔,以達到保護作業人員的功效。換言之,圖3B中所揭示之第一安全欄杆81之呈U型結構的端部桿P3之第二部分P32之末端,與第二安全欄杆82之呈U型結構的端部桿P3之第二部分P32之末端彼此接觸,而封閉阻攔建築結構1之柱筋續接區域A中之上方靠近外側邊處。3B also shows that when at least one end rod P3 of the first safety railing 81 is fixed in the extended position with a fixing member P4, and at least one end rod P3 of the second safety railing 82 is also fixed in its extended position with a fixing member P4, the The end of at least one end rod P3 of a safety railing 81 and the second part P32 of at least one end rod P3 of the second safety railing 82 contact each other, so that each of the first safety railing 81 and the second safety railing 82 has at least The second part P32 of one end rod P3 is located above the column reinforcement connection area A, that is, it is located above the plurality of continuous column reinforcements 22 . At this time, the upper and outer edge of the column reinforcement area A of the building structure 1 is closed by at least one end rod P3 of the first safety railing 81 and at least one end rod P3 of the second safety railing 82 that are in contact with each other. Block to protect workers. In other words, the end of the second part P32 of the end rod P3 of the U-shaped structure of the first safety railing 81 disclosed in FIG. 3B is the same as the second end of the end rod P3 of the U-shaped structure of the second safety railing 82. The ends of the parts P32 are in contact with each other, and the upper part of the column reinforcement connection area A of the blocking building structure 1 is closed and close to the outer edge.

圖3C展示圖3B中之安全欄杆之端部桿不接觸之建築結構示意圖。在圖3C中,當第一安全欄杆81之至少一端部桿P3以固定構件P4固定於縮回位置,且第二安全欄杆82之至少一端部桿P3亦以固定構件P4固定於其縮回位置時,第一安全欄杆81之至少一端部桿P3之第二部分P32之末端,與該第二安全欄杆82之至少一端部桿P3之第二部分P32之末端並不接觸,且第一安全欄杆81及第二安全欄杆82之各自之至少一端部桿P3之第二部分P32之末端皆位於該柱筋續接區域A之外,亦即不再位於該複數個續接柱筋22之上方的位置。此時建築結構1之柱筋續接區域A之上方靠近外側邊處不存在安全欄杆,亦即柱筋續接區域A之上方淨空,以利進行續接上下兩柱之間的柱筋作業。換言之,圖3C中所揭示之第一安全欄杆81之呈U型結構的端部桿P3之第二部分P32之末端,與第二安全欄杆82之呈U型結構的端部桿P3之第二部分P32之末端皆位於各自之縮回位置而彼此並不接觸,從而建築結構1之柱筋續接區域A中之上方沒有任何障礙物阻斷續接柱結構之作業。Figure 3C shows a schematic diagram of the building structure in which the end poles of the safety railing in Figure 3B are not in contact. In Figure 3C, when at least one end rod P3 of the first safety railing 81 is fixed in the retracted position with the fixing member P4, and at least one end rod P3 of the second safety railing 82 is also fixed in its retracted position with the fixing member P4 When The ends of the second part P32 of at least one end rod P3 of each of 81 and the second safety railing 82 are located outside the column reinforcement area A, that is, they are no longer located above the plurality of continuous column reinforcements 22. Location. At this time, there is no safety railing above the column reinforcement area A of the building structure 1 near the outer edge, that is, there is a clear space above the column reinforcement area A to facilitate the operation of continuing the column reinforcements between the upper and lower columns. . In other words, the end of the second part P32 of the end rod P3 of the U-shaped structure of the first safety railing 81 disclosed in FIG. 3C is the same as the second end of the end rod P3 of the U-shaped structure of the second safety railing 82. The ends of the parts P32 are all in their respective retracted positions and do not contact each other. Therefore, there are no obstacles above the column reinforcement area A of the building structure 1 to block the operation of the column structure.

圖3D展示圖3C中之建築結構之柱筋續接區域完成上方柱結構9與下方之柱結構2之續接作業之示意圖。由圖3D可知,當複數個上方柱結構9之各者與所對應之下方之柱結構2完成續接時,作業人員可調整與各上方柱結構9之側面91相鄰之可伸縮式安全欄杆之第一安全欄杆81及第二安全欄杆82之各者的端部桿P3之第二部分P32之末端,使其位於接觸在其旁側的續接柱結構9之側面91之位置上,並藉由固定構件P4固定該端部桿P3,藉此可伸縮式安全欄杆與續接完成後之上方柱結構9沒有間隙存在,以保護作業人員之施工安全。Figure 3D shows a schematic diagram of the completion of the connection operation between the upper column structure 9 and the lower column structure 2 in the column reinforcement connection area of the building structure in Figure 3C. It can be seen from Figure 3D that when each of the plurality of upper column structures 9 is connected to the corresponding lower column structure 2, the operator can adjust the retractable safety railing adjacent to the side 91 of each upper column structure 9 The end of the second part P32 of the end rod P3 of each of the first safety railing 81 and the second safety railing 82 is located at a position contacting the side 91 of the continuous column structure 9 next to it, and The end rod P3 is fixed by the fixing member P4, so that there is no gap between the retractable safety railing and the upper column structure 9 after the connection is completed, so as to protect the construction safety of the workers.

應了解,本申請所揭露之安全欄杆,並不限於在圖3A所展示樓地板層澆置作業完成後之建築結構使用。詳言之在圖1中,複數個套筒件S已預先沿著半預鑄梁3之各者之長度方向間隔固定設置於半預鑄梁3之頂部表面31上,故此時若在施工作業上有必要設立安全欄杆保護作業人員,立桿P1亦可預先插置於套筒件S之套筒S1中,並且安裝安全欄杆7及8,以達到保護作業人員之目的。It should be understood that the safety railing disclosed in this application is not limited to use in the building structure after the floor floor pouring operation is completed as shown in Figure 3A. Specifically, in Figure 1, a plurality of sleeve members S have been fixedly arranged on the top surface 31 of the half-ribbon beam 3 at intervals along the length direction of each half-ribbon beam 3. Therefore, if the construction work is carried out at this time, It is necessary to set up safety railings to protect workers. The vertical pole P1 can also be pre-inserted into the sleeve S1 of the sleeve piece S, and safety railings 7 and 8 are installed to achieve the purpose of protecting workers.

根據本申請所揭露之安全欄杆、及具有該安全欄杆之建築結構以及施工方式,可知本申請所揭露的內容至少具有下列的技術功效: (a)      由於用以插入安全欄杆之套筒件之插件部分係預先設置埋設於半預鑄梁中以露出套筒,且當澆置混凝土已形成樓地板及梁結構後,套筒件之套筒之開口暴露於樓地板及梁結構之頂部表面,因此僅需將安全欄杆之立桿插入對應之套筒中即可開始組立安全欄杆之橫桿以及端部桿等構件並將該等構件固定至所需位置,故在構築建築結構的過程中,可有效縮短設置安全欄杆的時間而相對增加構築建築結構主體之時間。 (b)      當在安全欄杆佔據之位置之特定區域需要進行特定構築作業時(例如進行續接柱之作業),可調整相對之可伸縮式安全欄杆的端部桿,使端部桿在橫桿的中空部分中滑動,而自伸長位置移動到縮回位置或其他所需要的位置並以固定構件固定之,藉此使相對的安全欄杆之端部桿之間具有一施工空間,而可進行所需的特定構築作業。 (c)      當安全欄杆不再需要時,可經由拆除橫桿及端部桿後,再將安全欄杆之立桿自套筒件的套筒抽出即可,其後將套筒件之套筒的中空空間澆置砂將並且待其乾燥後,套筒件之中空空間中填滿之混凝土便與樓地板或是梁結構的頂部表面形成齊平之表面。此種施工方式不僅迅速簡單,並且施工完後之外觀亦較美觀。 According to the safety railing disclosed in this application, the building structure and construction method with the safety railing, it can be seen that the content disclosed in this application has at least the following technical effects: (a) Because the plug-in part of the sleeve member for inserting the safety railing is pre-set and buried in the half-joisted beam to expose the sleeve, and when the concrete is poured to form the floor and beam structure, the sleeve member is The opening of the tube is exposed on the top surface of the floor and beam structure, so you only need to insert the vertical poles of the safety railing into the corresponding sleeves to start assembling the crossbars and end poles of the safety railing and fixing these components. to the required position, so in the process of constructing the building structure, the time for setting up the safety railings can be effectively shortened and the time for constructing the main body of the building structure is relatively increased. (b) When specific construction work is required in a specific area occupied by the safety railing (such as the work of connecting columns), the end rod of the opposite retractable safety railing can be adjusted so that the end rod is at the crossbar Slide in the hollow part and move from the extended position to the retracted position or other required position and fix it with a fixed member, so that there is a construction space between the end rods of the opposite safety railings, so that all operations can be carried out specific construction work required. (c) When the safety railing is no longer needed, you can remove the crossbar and end rod, then pull out the vertical pole of the safety railing from the sleeve of the sleeve member, and then remove the sleeve of the sleeve member. After the hollow space is filled with sand and allowed to dry, the concrete filled in the hollow space of the sleeve member forms a flush surface with the top surface of the floor or beam structure. This construction method is not only quick and simple, but also has a more beautiful appearance after construction.

以上所述之實施例僅係為說明本申請之技術思想及特點,其目的在使熟習此項技藝之人士能夠瞭解本申請之內容並據以實施,當不能以之限定本申請之專利範圍,依本申請所揭示之精神所作之均等變化或修飾,仍應涵蓋在本申請之專利範圍內。The above-described embodiments are only for illustrating the technical ideas and features of the present application. Their purpose is to enable those skilled in the art to understand the contents of the present application and implement them accordingly. They should not be used to limit the patent scope of the present application. Equivalent changes or modifications made in accordance with the spirit disclosed in this application shall still be covered by the patent scope of this application.

1:建築結構1: Building structure

2:柱結構2: Column structure

3:半預鑄梁3:Half Xuanliang

3':場鑄部分3': Field casting part

3":梁結構3": Beam structure

4:小梁4: Trabeculae

5:鋼浪板5: Steel corrugated plate

6:樓地板6: Floor

7:固定式安全欄杆7: Fixed safety railing

8:安全欄杆8:Safety railing

9:上方柱結構9: Upper column structure

21:頂部表面21:Top surface

22:續接柱筋22: Continue the column reinforcement

31:頂部表面31:Top surface

32:彎鉤32:Hook

33:外邊緣33:Outer edge

61:頂部表面61: Top surface

81:第一安全欄杆81:First safety railing

82:第二安全欄杆82: Second safety railing

91:側面91:Side

A:柱筋續接區域A: Column reinforcement area

D:距離D: distance

D1:第一方向D1: first direction

D2:高度方向D2: Height direction

G:間隙距離G: gap distance

M:金屬模板M: Metal template

P1:立桿P1:Pole

P2:中空橫桿P2: Hollow crossbar

P2':中空橫桿P2': Hollow crossbar

P3:端部桿P3: End rod

P31:第一部分P31:Part 1

P32:第二部分P32:Part 2

P4:固定構件P4: Fixed components

P41:第一扣件P41: First fastener

P42:第二扣件P42: Second fastener

S:套筒件S: Sleeve piece

S1:套筒S1: sleeve

S2:插件S2: Plug-in

S3:中空空間S3: Hollow space

S4:開口S4: Open your mouth

S5:底部表面S5: bottom surface

X:部分X:Part

圖1展示依據本申請之一較佳實施例之施工中之建築結構之部分示意圖。Figure 1 shows a partial schematic diagram of a building structure under construction according to a preferred embodiment of the present application.

圖2A展示套筒件之一實施例之結構示意圖。FIG. 2A shows a schematic structural diagram of an embodiment of the sleeve member.

圖2B展示圖1中之建築結構X部分之局部放大圖。FIG. 2B shows a partial enlarged view of part X of the building structure in FIG. 1 .

圖2C展示展示套筒件S之另一實施例之結構示意圖。FIG. 2C shows a schematic structural diagram showing another embodiment of the sleeve member S. As shown in FIG.

圖2D展示圖2A中之套筒件之俯視圖。Figure 2D shows a top view of the sleeve member in Figure 2A.

圖3A展示圖1中之建築結構經澆置樓地板後之建築結構示意圖。Figure 3A shows a schematic diagram of the building structure in Figure 1 after the floor has been poured.

圖3B展示圖3A中之建築結構插置複數個安全欄杆之部分結構示意圖。FIG. 3B shows a partial structural diagram of the building structure in FIG. 3A with multiple safety railings inserted therein.

圖3C展示圖3B中之安全欄杆之端部桿不接觸之建築結構部分示意圖。Figure 3C shows a schematic diagram of a part of the building structure in which the end poles of the safety railing in Figure 3B are not in contact.

圖3D展示圖3C中之柱筋續接區域完成續接柱作業之建築結構部分示意圖。Figure 3D shows a partial schematic diagram of the building structure in which the column reinforcement work is completed in the column reinforcement connection area in Figure 3C.

圖4展示L型模板插入套筒之底部表面與半預鑄梁之頂部表面之間隙後所澆置完成之樓地板與梁結構部分截面圖。Figure 4 shows a partial cross-sectional view of the finished floor and beam structure after the L-shaped formwork is inserted into the gap between the bottom surface of the sleeve and the top surface of the half-hung beam.

圖5展示圖3B中之安全欄杆之部分結構示意圖。。Figure 5 shows a partial structural diagram of the safety railing in Figure 3B. .

在數個圖式中,對應的參考編號表示對應的部件。本文中所陳述之例示實施例以一種形式說明本申請之各種具體例,且此例示實施例並不被視為以任何方式限制本申請之範圍。Corresponding reference numbers indicate corresponding parts throughout the several drawings. The illustrative embodiments set forth herein are intended to illustrate various embodiments of the present application and are not to be construed as limiting the scope of the present application in any way.

1:建築結構 1: Building structure

2:柱結構 2: Column structure

3":梁結構 3": Beam structure

6:樓地板 6: Floor

7:固定式安全欄杆 7: Fixed safety railing

8:安全欄杆 8:Safety railing

22:續接柱筋 22: Continue the column reinforcement

81:第一安全欄杆 81:First safety railing

82:第二安全欄杆 82: Second safety railing

A:柱筋續接區域 A: Column reinforcement area

D2:高度方向 D2: Height direction

P1:立桿 P1:Pole

P2:中空橫桿 P2: Hollow crossbar

P2':中空橫桿 P2': Hollow crossbar

P3:端部桿 P3: End rod

P32:第二部分 P32:Part 2

Claims (11)

一種建築結構,包含:至少一梁結構,其包含沿該至少一梁結構之一長度方向間隔設置之複數個預埋的套筒件於其中,該套筒件之一開口露出於該至少一梁結構之一頂部表面;複數個柱結構,其分別位於該至少一梁結構的兩端,並支撐該至少一梁結構,該複數個柱結構每一者之頂部包含自該柱結構頂部伸出之複數個續接柱筋;以及複數個安全欄杆,該等安全欄杆之各者包含:至少一立桿;至少一中空橫桿,包含一中空部分於其中,該至少一中空橫桿可移除地連接於該至少一立桿,且該至少一中空橫桿之一端部包含一開口;至少一端部桿,其自該至少一中空橫桿之該端部之該開口插入該至少一中空橫桿之該中空部分中,且該至少一端部桿之至少一部分可移動地設置於在該中空部分中;以及至少一固定構件,其可鬆脫地將該至少一端部桿定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間;其中該等安全欄杆之各者之該至少一立桿插入並固定於對應之該等預埋套筒件之該開口中;且其中當該至少一端部桿定位在該伸長位置時,該至少一端部桿位於該複數個續接柱筋之上方的位置,且當該至少一端部桿定位在該縮回位置 時,該至少一端部桿不在該複數個續接柱筋之上方的位置。 A building structure, including: at least one beam structure, which includes a plurality of pre-embedded sleeve members spaced apart along a length direction of the at least one beam structure, and an opening of the sleeve member is exposed to the at least one beam A top surface of the structure; a plurality of column structures, which are respectively located at both ends of the at least one beam structure and support the at least one beam structure. The top of each of the plurality of column structures includes a column extending from the top of the column structure. A plurality of continuous column bars; and a plurality of safety railings. Each of the safety railings includes: at least one vertical pole; at least one hollow crossbar including a hollow portion therein, and the at least one hollow crossbar is removable Connected to the at least one upright rod, and one end of the at least one hollow cross bar includes an opening; at least one end rod is inserted into the at least one hollow cross bar from the opening of the end of the at least one hollow cross bar the hollow portion, with at least a portion of the at least one end rod movably disposed in the hollow portion; and at least one fixing member releasably positioning the at least one end rod in an extended position, a retracted position The retracted position or the extended position and the retracted position; wherein the at least one vertical pole of each of the safety railings is inserted and fixed in the corresponding opening of the embedded sleeve parts; and wherein when the When at least one end rod is positioned in the extended position, the at least one end rod is located above the plurality of continuous column bars, and when the at least one end rod is positioned in the retracted position When, the at least one end rod is not in a position above the plurality of continued column bars. 如請求項1之建築結構,其中該等安全欄杆之各者之其中該至少一端部桿之各者包含一位於該中空橫桿之該中空部分中的一第一部分,以及位於該中空橫桿外之一第二部分,其中該至少一端部桿為兩根端部桿,且該兩根端部桿之兩個第二部分經構形彼此連結而形成一U型結構。 The building structure of claim 1, wherein each of the at least one end rod of each of the safety railings includes a first portion located in the hollow portion of the hollow crossbar and located outside the hollow crossbar. A second part, wherein the at least one end rod is two end rods, and the two second parts of the two end rods are configured to be connected to each other to form a U-shaped structure. 如請求項2之建築結構,其中該至少一端部桿之各者包含一位於該中空橫桿之該中空部分中的一第一部分,以及位於該中空橫桿外之一第二部分,其中該至少一端部桿為兩根端部桿,且該兩根端部桿之兩個第二部分經構形彼此連結而形成一U型結構。 The building structure of claim 2, wherein each of the at least one end rod includes a first portion located in the hollow portion of the hollow cross bar, and a second portion located outside the hollow cross bar, wherein the at least one end rod One end rod is two end rods, and the two second parts of the two end rods are configured to be connected to each other to form a U-shaped structure. 如請求項1至3任一項之建築結構,其中該套筒件之各者包含一套筒及附接至該套筒之至少一插件,該套筒包含該開口於其中,該至少一插件預先埋設並固定於該梁結構中。 The building structure of any one of claims 1 to 3, wherein each of the sleeve members includes a sleeve and at least one insert attached to the sleeve, the sleeve including the opening therein, the at least one insert Pre-embedded and fixed in the beam structure. 如請求項4之建築結構,其中該套筒具有一矩形斷面並具有四個外平面,該套筒之一外平面經配置自該梁結構之一頂部外邊緣內縮一距離。 The building structure of claim 4, wherein the sleeve has a rectangular cross-section and has four outer planes, and one of the outer planes of the sleeve is configured to be set back a distance from an outer edge of the top of the beam structure. 如請求項5之建築結構,其中該至少一梁結構包含一半預鑄梁以及在該半預鑄梁上方之場鑄部分,其中該套筒之一底部表面與該半預鑄梁之一頂部表面之間具有一間隙。 The building structure of claim 5, wherein the at least one beam structure includes a half-gauge beam and a cast portion above the half-gauge beam, wherein a bottom surface of the sleeve and a top surface of the half-gauge beam There is a gap in between. 如請求項1至3任一項之建築結構,其中該複數個安全欄杆包含一第一安全欄杆及一第二安全欄杆,其係安置於包含該複數個續接柱筋之一柱筋續接區域之相對側,且該第一安全欄杆之該至少一端部桿與該第二安全欄杆之該至少一端部桿彼此相對;其中當該第一安全欄杆之至少一端部桿位於該伸長位置,且該第二安全欄杆之至少一端部桿位於該伸長位置時,該第一安全欄杆之該至少一端部桿與該第二安全欄杆之至少一端部桿彼此接觸,以使該等至少一端部桿位於該柱筋續接區域中;且其中當該第一安全欄杆之至少一端部桿位於該縮回位置,且該第二安全欄杆之至少一端部桿位於該縮回位置時,該第一安全欄杆之該至少一端部桿與該第二安全欄杆之至少一端部桿不接觸,且分別位於該柱筋續接區域之外。 For example, claim the building structure of any one of items 1 to 3, wherein the plurality of safety railings include a first safety railing and a second safety railing, which are placed on a column bar continuation including the plurality of continuation column bars. Opposite sides of the area, and the at least one end rod of the first safety railing and the at least one end rod of the second safety railing are opposite to each other; wherein when at least one end rod of the first safety railing is in the extended position, and When at least one end rod of the second safety railing is in the extended position, the at least one end rod of the first safety railing and the at least one end rod of the second safety railing contact each other, so that the at least one end rods are in the extended position. In the column reinforcement connection area; and when at least one end rod of the first safety railing is located in the retracted position, and at least one end rod of the second safety railing is located in the retracted position, the first safety railing The at least one end rod is not in contact with the at least one end rod of the second safety railing, and are located outside the column bar connection area respectively. 一種建築施工方法,包含:提供複數個柱結構,該複數個柱結構每一者之頂部包含自該柱結構頂部伸出之複數個續接柱筋;提供至少一半預鑄梁,其包含複數個具彎鉤之箍筋自其頂表面延伸出;吊掛該至少一半預鑄梁,使該至少一半預鑄梁的兩端設置於該複數個柱結構之邊緣;沿該至少一梁結構之一長度方向間隔預先設置複數個套筒件於該至少一半預鑄梁中;設置模板並澆置混凝土於該複數個柱結構以及該至少一半預鑄梁的 上方,以形成一樓地板,其中該至少一半預鑄梁之該複數個具彎鉤之箍筋被該混凝土包覆,該複數個柱結構之該複數個續接柱筋的一部分突出於該樓地板,且複數個套筒件每一者之一開口暴露於該樓地板;提供複數個安全欄杆,該等安全欄杆之各者包含:至少一立桿;至少一中空橫桿,包含一中空部分於其中,該至少一中空橫桿可移除地連接於該至少一立桿,且該至少一中空橫桿之一端部包含一開口;至少一端部桿,其自該至少一中空橫桿之該端部之該開口插入該至少一中空橫桿之該中空部分中,且該至少一端部桿之至少一部分可移動地設置於在該中空部分中;以及至少一固定構件,其可鬆脫地將該至少一端部桿定位在一伸長位置、一縮回位置或該伸長位置與該縮回位置之間;將該複數個安全欄杆之複數個立桿插入並固定於對應之該等預埋套筒件之該開口中。 A building construction method includes: providing a plurality of column structures, the top of each of the plurality of column structures includes a plurality of continuous column bars extending from the top of the column structure; providing at least half of the beams, which includes a plurality of stirrups with curved hooks extend from the top surface thereof; hang at least half of the beams so that both ends of at least half of the beams are disposed at the edges of the plurality of column structures; along one of the at least one beam structure Pre-arrange a plurality of sleeve members in at least half of the Kaifeng beams at intervals in the length direction; set a formwork and pour concrete on the plurality of column structures and at least half of the Kaifeng beams. Above, to form the floor of the first floor, in which the plurality of stirrups with hooks of at least half of the Kaifeng beams are covered by the concrete, and a part of the plurality of continuous column bars of the plurality of column structures protrudes from the floor. floor, and one opening of each of the plurality of sleeve members is exposed to the floor; a plurality of safety railings are provided, each of the safety railings includes: at least one vertical pole; at least one hollow crossbar, including a hollow portion wherein the at least one hollow crossbar is removably connected to the at least one upright rod, and one end of the at least one hollow crossbar includes an opening; at least one end rod extends from the at least one hollow crossbar The opening of the end is inserted into the hollow portion of the at least one hollow crossbar, and at least a portion of the at least one end bar is movably disposed in the hollow portion; and at least one fixing member releasably The at least one end rod is positioned in an extended position, a retracted position, or between the extended position and the retracted position; insert and fix a plurality of vertical poles of the plurality of safety railings into the corresponding embedded sleeves in the opening of the piece. 如請求項8之施工方法,其中該等安全欄杆之各者之其中該至少一端部桿之各者包含一位於該中空橫桿之該中空部分中的一第一部分,以及位於該中空橫桿外之一第二部分,其中該至少一端部桿為兩根端部桿,且該兩根端部桿之兩個第二部分經構形彼此連結而形成一U型結構。 The construction method of claim 8, wherein each of the at least one end rod of each of the safety railings includes a first portion located in the hollow portion of the hollow crossbar and located outside the hollow crossbar. A second part, wherein the at least one end rod is two end rods, and the two second parts of the two end rods are configured to be connected to each other to form a U-shaped structure. 如請求項9之施工方法,其中該至少一端部桿之各者包含一位於該中空橫桿之該中空部分中的一第一部分,以及位於該中空橫桿外之一第二部 分,其中該至少一端部桿為兩根端部桿,且該兩根端部桿之兩個第二部分經構形彼此連結而形成一U型結構。 The construction method of claim 9, wherein each of the at least one end rod includes a first portion located in the hollow portion of the hollow cross bar, and a second portion located outside the hollow cross bar. wherein the at least one end rod is two end rods, and the two second portions of the two end rods are configured to be connected to each other to form a U-shaped structure. 如請求項8至10任一項之施工方法,其中該等預埋套筒件之位置經安排以使得當該複數個安全欄杆之該至少一端部桿定位在該伸長位置時,該至少一端部桿位於該複數個續接柱筋之突出部分的上方位置,且當該至少一端部桿定位在該縮回位置時,該至少一端部桿不在該複數個續接柱筋之突出部分的上方位置。The construction method of any one of claims 8 to 10, wherein the positions of the embedded sleeve members are arranged so that when the at least one end rod of the plurality of safety railings is positioned in the extended position, the at least one end The rod is located above the protruding portions of the plurality of continued column bars, and when the at least one end rod is positioned in the retracted position, the at least one end rod is not located above the protruding portions of the plurality of continued column bars. .
TW112102849A 2023-01-19 2023-01-19 Safety railing for building structure, building structure with safety railing and construction method thereof TWI818860B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW112102849A TWI818860B (en) 2023-01-19 2023-01-19 Safety railing for building structure, building structure with safety railing and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
TW112102849A TWI818860B (en) 2023-01-19 2023-01-19 Safety railing for building structure, building structure with safety railing and construction method thereof

Publications (2)

Publication Number Publication Date
TWI818860B true TWI818860B (en) 2023-10-11
TW202430764A TW202430764A (en) 2024-08-01

Family

ID=89857661

Family Applications (1)

Application Number Title Priority Date Filing Date
TW112102849A TWI818860B (en) 2023-01-19 2023-01-19 Safety railing for building structure, building structure with safety railing and construction method thereof

Country Status (1)

Country Link
TW (1) TWI818860B (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWM374491U (en) * 2009-10-21 2010-02-21 Gee Tai Co Ltd Adjustable safety balustrades
US9334673B2 (en) * 2009-03-13 2016-05-10 N. Eric Knudsen Post sleeve positioning systems and related methods

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9334673B2 (en) * 2009-03-13 2016-05-10 N. Eric Knudsen Post sleeve positioning systems and related methods
TWM374491U (en) * 2009-10-21 2010-02-21 Gee Tai Co Ltd Adjustable safety balustrades

Similar Documents

Publication Publication Date Title
US4703604A (en) Externally insulated and sheathed masonry construction
US20090272876A1 (en) Modular formwork wall with dovetail joint connectors
PL226557B1 (en) Method of manufacturing a building ceiling on the point foundations and the structural assembly using mentioned method
KR200391342Y1 (en) A guide rail fix device of a contructing a building gaengpom
TWI818860B (en) Safety railing for building structure, building structure with safety railing and construction method thereof
EP0927796A1 (en) Form panel and system
US20190309533A1 (en) Construction assembly
TW202430764A (en) Safety railing for building structure, building structure with safety railing and construction method thereof
KR100361047B1 (en) Construction mold
AU2009297184B2 (en) Hanger system for cementitious building units
JP2022161709A (en) Precast concrete foundation material for forming mat foundation, forming device for forming precast concrete foundation material, forming method for precast concrete foundation material using forming device, and forming method for mat foundation using precast concrete foundation material
WO2001000943A1 (en) Hollow filler block for a block-and-rib reinforced concrete slab
JPH11158813A (en) Concrete pier constructing method
JP2644366B2 (en) Formwork for constructing Rishime floor and method for constructing Rishime floor
JPS6137697Y2 (en)
KR100570261B1 (en) Temporary bracket for construction of steel bridge and the installation method using the same
JPH08284113A (en) Structure of bridge and constructing method thereof
US20030001070A1 (en) Manufactured reinforced concrete system
KR0159996B1 (en) Constructon structure and method of interior and exterior element for a building
KR20040087359A (en) Foldable gang form and construction method using the same
JP2899350B2 (en) Slab casting method with manhole
KR200337457Y1 (en) Vertical supporter for concrete mold
JPH0235951Y2 (en)
JP2611882B2 (en) Construction method of stairs
JPH0722413Y2 (en) PC half slab version