TWM491702U - Panel frame for building structures - Google Patents
Panel frame for building structures Download PDFInfo
- Publication number
- TWM491702U TWM491702U TW103208176U TW103208176U TWM491702U TW M491702 U TWM491702 U TW M491702U TW 103208176 U TW103208176 U TW 103208176U TW 103208176 U TW103208176 U TW 103208176U TW M491702 U TWM491702 U TW M491702U
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- Prior art keywords
- beam body
- vertical walls
- connecting member
- vertical
- hole
- Prior art date
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
- E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/083—Honeycomb girders; Girders with apertured solid web
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
- E04C3/09—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders at least partly of bent or otherwise deformed strip- or sheet-like material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G2011/505—Girders, beams, or the like as supporting members for forms with nailable or screwable inserts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Floor Finish (AREA)
Description
本創作係與建築用品有關,詳而言之,係指一種建築用之樑體。This creation is related to construction supplies and, in other words, refers to a beam for construction.
建築作業係以混凝土灌漿成建築物硬體。於各式之建築場合進行灌漿時,以樑體抵住模板為廣泛使用之建築方法,以承受混凝土的重量或壓力。The building operation is filled with concrete into a building hardware. When grouting is carried out in various types of building occasions, the beam body is used against the formwork as a widely used building method to withstand the weight or pressure of the concrete.
一般而言,習知之樑體強度不佳,斷面結構相當單純,所能承受之壓力有限,受力稍大時,常會造成樑體變形或側彎,無法承受較高之作用力。In general, the beam strength of the conventional beam is not good, the section structure is quite simple, and the pressure that can be withstood is limited. When the force is slightly increased, the beam body is often deformed or bent, and the higher force cannot be withstood.
再者,習知之樑體係為一定的長度,且已知技術中並無適當的設計將樑體連接成較長的長度。當灌漿區域超出樑體長度時,許多施作人員便將樑體隨意架設,造成樑體不對稱、交錯的支撐模板,導致模板之各部位受到的支撐力不均,對於支撐力較弱之處,容易導致模板變形或偏移其原定位置,甚至有模板解體崩毀、混凝土掉落之危險。因此,提供可連接之樑體設計,便成為有待解決之問題。Moreover, conventional beam systems are of a certain length and there is no suitable design in the prior art to join the beam bodies to longer lengths. When the grouting area exceeds the length of the beam body, many of the implementers erect the beam body at will, resulting in an asymmetrical and staggered supporting formwork of the beam body, resulting in uneven support forces on the various parts of the formwork, and weaker support forces. It is easy to cause the template to deform or shift its original position, and even the template collapses and the concrete falls. Therefore, providing a connectable beam body design has become a problem to be solved.
本創作之主要目的在於提供一種建築用之樑體,可提高樑體之受力性,使其更加堅固耐用。The main purpose of this creation is to provide a beam for building that enhances the force of the beam and makes it more durable.
本創作之另一目的在於提供一種建築用之樑體,該 樑體可搭配一連接構件使樑體可軸向連接,以便組成長度更長之支撐樑,因應灌漿面積時需求。Another object of the present invention is to provide a beam for building, The beam body can be coupled with a connecting member to axially connect the beam body to form a longer length of the support beam, which is required in response to the grouting area.
本創作所提供之樑體,其係一長型體,並具有單一斷面形狀,包含有:二立壁以及一連接於該二立壁頂緣之頂壁;二底垣,分別自該二立壁之底緣水平向內延伸,該二底垣之自由邊緣並分別向上延伸之一適當高度之立垣。The beam body provided by the present invention is a long body and has a single cross-sectional shape, comprising: two vertical walls and a top wall connected to the top edge of the two vertical walls; and two bottom sills respectively from the two vertical walls The bottom edge extends horizontally inwardly, and the free edges of the two bottoms extend upwardly at an appropriate height.
位於樑體同一側之立壁、底垣及立垣係形成一承置空間。The standing wall, the bottom raft and the vertical raft on the same side of the beam body form a bearing space.
更包含有:至少一間隔件,該間隔件設於該樑體中並抵接該二立壁;至少二連接孔,該連接孔貫穿該二立壁,並分別臨近該樑體之兩端;預定數目之補強部,係於該二立壁沖壓成型之凹凸部位。The method further includes: at least one spacer disposed in the beam body and abutting the two vertical walls; at least two connecting holes extending through the two vertical walls and adjacent to opposite ends of the beam body; The reinforcing portion is attached to the concave and convex portion of the two vertical wall press forming.
本創作於該樑體之該二立壁間設至少一間隔件,該間隔件作為一支柱橫向支撐該二立壁,令該二立壁保持一定之間隔,使其受力時不易凹陷或變型,配合該補強部增加該樑體所能承受之受力,使得該樑體更加堅固耐用。The present invention is provided with at least one spacer between the two vertical walls of the beam body, and the spacer supports the two vertical walls as a pillar, so that the two vertical walls are kept at a certain interval, so that the two vertical walls are not easily recessed or deformed when the force is applied, and the The reinforcing portion increases the force that the beam body can withstand, making the beam body more durable.
該樑體之一端可利用至少一第二螺接組件與一連接構件之一端連接,該連接構件之另一端與另一樑體連接,藉以使樑體軸向連接,組成一所需長度的支撐樑,以配合施工時之灌漿面積,以支撐模板。且多數的支撐樑於支撐模板時,可規律的排列,使模板的各部位均可受到良好的支撐。One end of the beam body can be connected to one end of a connecting member by using at least one second screwing component, and the other end of the connecting member is connected with another beam body, so that the beam body is axially connected to form a support of a desired length. The beam is used to match the grouting area during construction to support the formwork. Moreover, most of the support beams can be regularly arranged when supporting the template, so that all parts of the template can be well supported.
20‧‧‧樑體20‧‧‧ beam body
21‧‧‧立壁21‧‧‧ 立立
22‧‧‧頂壁22‧‧‧ top wall
23‧‧‧底垣23‧‧‧ 垣
24‧‧‧立垣24‧‧‧ 垣
25‧‧‧補強部25‧‧‧Reinforcement Department
26‧‧‧承置空間26‧‧‧Holding space
27‧‧‧連接孔27‧‧‧Connection hole
28‧‧‧穿孔28‧‧‧Perforation
29‧‧‧間隔件29‧‧‧ spacers
291‧‧‧貫孔291‧‧‧through holes
30‧‧‧第一螺接組件30‧‧‧First screw assembly
32‧‧‧第一螺栓32‧‧‧First bolt
34‧‧‧第一螺帽34‧‧‧First Nut
40‧‧‧連接構件40‧‧‧Connecting members
50‧‧‧本體50‧‧‧ body
51‧‧‧側面51‧‧‧ side
52‧‧‧通孔52‧‧‧through hole
53‧‧‧底壁53‧‧‧ bottom wall
60‧‧‧結合件60‧‧‧Connected parts
62‧‧‧腳部62‧‧‧foot
64‧‧‧頂板64‧‧‧ top board
70‧‧‧第二螺接組件70‧‧‧Second screw assembly
72‧‧‧第二螺栓72‧‧‧second bolt
74‧‧‧第二螺帽74‧‧‧Second nut
80‧‧‧模板80‧‧‧ template
為使 貴審查委員能進一步瞭解本創作之目的、特 徵以及所達成之功效,以下茲舉本創作二較佳實施例,並配合圖示詳細說明於后,其中:第一圖係本創作第一較佳實施例之立體圖。In order to enable your review board to further understand the purpose of this creation, The following is a detailed description of the first preferred embodiment of the present invention. The first embodiment is a detailed view of the first preferred embodiment of the present invention.
第二圖係本創作第一較佳實施例之樑體之分解圖。The second drawing is an exploded view of the beam body of the first preferred embodiment of the present invention.
第三圖係第一圖之3-3剖線之剖面圖。The third figure is a cross-sectional view taken along line 3-3 of the first figure.
第四圖係本創作支撐模板之示意圖。The fourth picture is a schematic diagram of the creation support template.
第五圖係本創作第二較佳實施例之連接構件之分解圖。The fifth drawing is an exploded view of the connecting member of the second preferred embodiment of the present invention.
第六圖係顯示本創作與連接構件之連接狀態。The sixth figure shows the connection status between the creation and the connecting member.
第七圖係第六圖之7-7剖線之剖面圖。The seventh drawing is a sectional view taken along line 7-7 of the sixth drawing.
第八圖係顯示二樑體軸向連接之立體圖。The eighth figure shows a perspective view of the axial connection of the two beams.
請參閱第一至三圖所示,係本創作所提供之建築用之樑體20之第一較佳實施例,其包含有:二立壁21,以適當間隔平行併列;一頂壁22,橫向連接於該二立壁21頂緣;二底垣23,自該二立壁21底緣水平向內延伸,該二底垣23之自由邊緣並分別向上延伸一適當高度之立垣24。Referring to Figures 1 to 3, a first preferred embodiment of the beam body 20 for use in the present invention comprises: two vertical walls 21 juxtaposed in parallel at appropriate intervals; a top wall 22, laterally It is connected to the top edge of the two vertical walls 21; the bottom sills 23 extend horizontally inward from the bottom edges of the two vertical walls 21, and the free edges of the two bottom sills 23 respectively extend upwardly at a proper height of the sills 24.
位於樑體20同一側之立壁21、底垣23及立垣24之間係形成一承置空間26。An accommodation space 26 is formed between the vertical wall 21, the bottom sill 23 and the vertical sill 24 on the same side of the beam body 20.
更包含有:至少一間隔件29,本實施例係於該樑體20內等間隔設置四個間隔件29,各該間隔件29為一管體,具有一貫孔291,各間隔件29設於該樑體20中,其二端並抵接該二立壁21之內壁面;四穿孔28,貫穿於該二立壁21,各穿孔28分別對應各間隔件29之貫孔291;四第一螺接組件30,各具有一第一螺栓32及一第一螺帽34,該四第一螺接組件30之第一螺 栓32分別穿設間隔件29之貫孔291及該二立壁21之穿孔28,復與該第一螺帽34螺接,藉此將各間隔件29緊固於該二立壁21之間,使該二立壁保持固定間距,不會靠合。In addition, at least one spacer 29 is disposed in the beam body 20, and four spacers 29 are disposed at equal intervals. Each of the spacers 29 is a tubular body having a constant hole 291, and each spacer 29 is disposed on The two ends of the beam body 20 abut against the inner wall surface of the two vertical walls 21; the four through holes 28 penetrate through the two vertical walls 21, and the through holes 28 respectively correspond to the through holes 291 of the spacers 29; The components 30 each have a first bolt 32 and a first nut 34, and the first screw of the four first screw assemblies 30 The bolts 32 are respectively inserted through the through holes 291 of the spacers 29 and the through holes 28 of the two vertical walls 21 to be screwed to the first nut 34, thereby fastening the spacers 29 between the two vertical walls 21, so that The two vertical walls maintain a fixed spacing and do not fit together.
至少二連接孔27,該二連接孔27貫穿該二立壁21, 且分別臨近於該樑體20之兩端;預定數目之補強部25,該補強部25係沖壓成型之凹凸部位,本實施例之補強部25係自各立壁21向內沖設形成之圓錐壁面,於該圓錐壁面之中心並形成透孔。At least two connecting holes 27 extending through the two vertical walls 21, And respectively adjacent to the two ends of the beam body 20; a predetermined number of reinforcing portions 25, the reinforcing portion 25 is a concave-convex portion formed by press forming, and the reinforcing portion 25 of the embodiment is a conical wall surface formed by inwardly punching from the vertical walls 21, A through hole is formed in the center of the conical wall surface.
第四圖係本實施例之使用圖,顯示各個樑體20以 適當間隔平行併列,並於各樑體20之頂壁22放置一模板80;灌漿時,混凝土自該模板80上方傾倒,混凝土之重量均壓在該模板80上,該模板80又將重量分散至各個樑體20;各樑體20之立壁21及立垣24恰位於混凝土的重力方向,使樑體適足以承受重量。裝設於各樑體20之二立壁21之間之間隔件29亦有其效果,該間隔件29二端橫向支撐該二立壁21,使該二立壁21保持一定間隔,令各樑體10不至往內縮凹陷;螺設該間隔件29之第一螺接組件30之二端(即第一螺栓之頭部與第一螺帽)抵住該二立壁21之外壁面,將該二立壁限制在一定間隔,阻止其往外擴張變形,故該二立壁21係保持一定間距,確保各樑體20保持其結構強度;此外,該樑體20均具有預定數目之補強部25,可增加各樑體20之受力性;而各樑體20之二立壁21及二立垣24正對直立,恰位於混凝土之壓力方向,提升了各樑體20之結構強度,使其可承受更大之正向壓力。The fourth figure is a use diagram of the embodiment, showing each beam body 20 Appropriate intervals are juxtaposed in parallel, and a template 80 is placed on the top wall 22 of each beam body 20; when grouting, concrete is poured from above the template 80, and the weight of the concrete is pressed against the template 80, and the template 80 distributes the weight to Each beam body 20; the vertical wall 21 and the vertical sill 24 of each beam body 20 are located in the direction of gravity of the concrete, so that the beam body is suitable for bearing the weight. The spacers 29 disposed between the two vertical walls 21 of the beam bodies 20 also have the effect. The two ends of the spacers 29 laterally support the two vertical walls 21, so that the two vertical walls 21 are kept at a certain interval, so that the beam bodies 10 are not a recessed portion; the two ends of the first screw assembly 30 of the spacer member 29 (ie, the head of the first bolt and the first nut) are placed against the outer wall surface of the two vertical walls 21, and the two vertical walls are Restricted at a certain interval to prevent it from expanding and deforming outward, the two vertical walls 21 are kept at a certain distance to ensure that each beam body 20 maintains its structural strength; moreover, the beam body 20 has a predetermined number of reinforcing portions 25, which can increase the beams. The force of the body 20; and the two vertical walls 21 and the two vertical beams 24 of the beam body 20 are erected directly, just in the direction of the pressure of the concrete, which enhances the structural strength of each beam body 20, so that it can withstand greater positive To the pressure.
當灌漿區域較大,遇到樑體20長度不足的情況時, 創作人提供一種連接構件40,使二樑體20可藉由一連接構件40軸向連接,俾將樑體之長度組接成足以支撐模板之長度,並可據以增強該二樑體20之受力強度。When the grouting area is large and the length of the beam body 20 is insufficient, The creator provides a connecting member 40 such that the two-beam body 20 can be axially connected by a connecting member 40, and the length of the beam body is assembled to be sufficient to support the length of the template, and the two-beam body 20 can be reinforced accordingly. Stress intensity.
該連接構件40係一金屬構件,請參閱第五圖,相 同元件並使用相同的元件符號,該樑體20所包含之元件均與第一實施例相同,不再贅述,該連接構件40包含有:一本體50,係一中空之長形體,具有諸如呈矩形之單一斷面;四通孔52,係橫向貫穿該本體50之二側面51,且分別臨近於該本體50之兩端。The connecting member 40 is a metal member, please refer to the fifth figure, phase The same components are used in the same components, and the components included in the beam body 20 are the same as those in the first embodiment, and the connecting member 40 includes: a body 50, which is a hollow elongated body, such as A single cross-section of the rectangle; the four-way hole 52 extends transversely through the two side faces 51 of the body 50 and is adjacent to both ends of the body 50.
二結合件60,該二結合件60之斷面形狀概呈ㄇ形, 包含有:二直立之腳部62,以適當間隔平行併列;以及一頂板64,係橫向連接於該二腳部62頂緣;該二結合件60係以其該頂板64固接該本體50之底壁53。該二腳部62形成於該本體50之底側。The two joint members 60 have a cross-sectional shape of a double joint member 60. The two legs 60 are parallel and juxtaposed at appropriate intervals; and a top plate 64 is laterally connected to the top edge of the two legs 62. The two coupling members 60 are fixed to the body 50 by the top plate 64. Bottom wall 53. The two leg portions 62 are formed on the bottom side of the body 50.
四第二螺接組件70,各包含一第二螺栓72及一第 二螺帽74。Four second screw assemblies 70 each including a second bolt 72 and a first Two nuts 74.
請參閱第六至八圖,將二樑體20軸向連接時,該 二樑體20之一端分別穿套該連接構件40之一端後,該結合件60之二腳部62分別容置於該二承置空間26內,該二樑體20一端之連接孔27並分別對應於該連接構件40之一端之通孔52。接著,將該四第二螺接組件70之第二螺栓72分別穿設於樑體20之連接孔27及該連接構件40之通孔52,復與該第二螺帽74螺接,藉以將二個該樑體20與該連接構件40固接。Referring to Figures 6 to 8, when the two beam bodies 20 are axially connected, After the one end of the two beam body 20 is respectively inserted into one end of the connecting member 40, the two leg portions 62 of the coupling member 60 are respectively received in the two receiving spaces 26, and the connecting holes 27 at one end of the two beam bodies 20 are respectively A through hole 52 corresponding to one end of the connecting member 40. Then, the second bolts 72 of the four second screwing assemblies 70 are respectively inserted into the connecting holes 27 of the beam body 20 and the through holes 52 of the connecting member 40, and are screwed to the second nut 74, thereby Two of the beam bodies 20 are fixed to the connecting member 40.
二個該樑體20利用該連接構件40完成軸向連接, 且二個該樑體20與連接構件40之間具有穩固地結合性。較佳地,該二腳部62係抵住該樑體20之底垣23;而連接構件40之頂端亦可抵住該樑體20之頂壁22,使連接構件40亦具有增強該樑體20之受力強度之作用,提高該樑體20支撐模板之效果。The two beam bodies 20 are axially connected by the connecting member 40, And the two beams 20 have a firm bond with the connecting member 40. Preferably, the two leg portions 62 are against the bottom cymbal 23 of the beam body 20; and the top end of the connecting member 40 can also abut against the top wall 22 of the beam body 20, so that the connecting member 40 also has the reinforcing beam body. The effect of the force of 20 increases the effect of the beam body 20 supporting the template.
藉由該連接構件40可將二根以上之樑體20軸向連 接,俾將多數樑體連接成建築場合所需之支撐模板之長度。Two or more beam bodies 20 can be axially connected by the connecting member 40 Then, the majority of the beam is connected to the length of the supporting formwork required for the building.
上揭諸實施例僅係說明本創作而非限制。本創作所提供之樑體,係為同類物品所首創之結構,並改進現有樑體之諸多缺失,具進步性,爰依法提出申請。The above examples are merely illustrative of the present invention and are not limiting. The beam body provided by this creation is the structure pioneered by similar articles, and it improves the many defects of the existing beam body, and is progressive, and applies for it according to law.
20‧‧‧樑體20‧‧‧ beam body
21‧‧‧立壁21‧‧‧ 立立
22‧‧‧頂壁22‧‧‧ top wall
23‧‧‧底垣23‧‧‧ 垣
24‧‧‧立垣24‧‧‧ 垣
25‧‧‧補強部25‧‧‧Reinforcement Department
26‧‧‧承置空間26‧‧‧Holding space
27‧‧‧連接孔27‧‧‧Connection hole
29‧‧‧間隔件29‧‧‧ spacers
30‧‧‧第一螺接組件30‧‧‧First screw assembly
Claims (10)
Priority Applications (13)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW103208176U TWM491702U (en) | 2014-05-09 | 2014-05-09 | Panel frame for building structures |
CN201410552439.5A CN105089265A (en) | 2014-05-09 | 2014-10-17 | Beam for building |
US14/549,072 US20150322675A1 (en) | 2014-05-09 | 2014-11-20 | Construction beam |
JP2014236204A JP5944469B2 (en) | 2014-05-09 | 2014-11-21 | Building beams |
DE102014118584.6A DE102014118584A1 (en) | 2014-05-09 | 2014-12-12 | Beams for construction |
GB1506479.3A GB2526199B (en) | 2014-05-09 | 2015-04-16 | Construction beam |
CA2887970A CA2887970A1 (en) | 2014-05-09 | 2015-04-16 | Construction beam |
KR1020150062960A KR20150128576A (en) | 2014-05-09 | 2015-05-06 | A beam body for architecture |
FR1500959A FR3020825B1 (en) | 2014-05-09 | 2015-05-07 | CONSTRUCTION BEAM |
SG10201503591YA SG10201503591YA (en) | 2014-05-09 | 2015-05-07 | Construction beam |
ES201530622A ES2550529B1 (en) | 2014-05-09 | 2015-05-07 | CONSTRUCTION BEAM |
AU2015202492A AU2015202492A1 (en) | 2014-05-09 | 2015-05-08 | Construction beam |
KR1020180043930A KR20180041109A (en) | 2014-05-09 | 2018-04-16 | A beam body for architecture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW103208176U TWM491702U (en) | 2014-05-09 | 2014-05-09 | Panel frame for building structures |
Publications (1)
Publication Number | Publication Date |
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TWM491702U true TWM491702U (en) | 2014-12-11 |
Family
ID=52576706
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW103208176U TWM491702U (en) | 2014-05-09 | 2014-05-09 | Panel frame for building structures |
Country Status (12)
Country | Link |
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US (1) | US20150322675A1 (en) |
JP (1) | JP5944469B2 (en) |
KR (2) | KR20150128576A (en) |
CN (1) | CN105089265A (en) |
AU (1) | AU2015202492A1 (en) |
CA (1) | CA2887970A1 (en) |
DE (1) | DE102014118584A1 (en) |
ES (1) | ES2550529B1 (en) |
FR (1) | FR3020825B1 (en) |
GB (1) | GB2526199B (en) |
SG (1) | SG10201503591YA (en) |
TW (1) | TWM491702U (en) |
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CN111877625B (en) * | 2014-07-07 | 2023-01-03 | 岩石屋国际有限公司 | Frame system for building structures |
EP3202998B1 (en) * | 2016-02-02 | 2018-05-09 | ULMA C y E, S. Coop | Horizontal formwork |
USD956268S1 (en) | 2019-08-01 | 2022-06-28 | Hunter Douglas Industries B.V. | Ceiling panel |
CN110552459B (en) * | 2019-09-26 | 2022-01-07 | 武汉卡特激光工程有限责任公司 | High-strength beam structure |
KR102115029B1 (en) * | 2020-01-22 | 2020-05-25 | 채상원 | Section shape steel of high-rigidity |
Family Cites Families (16)
Publication number | Priority date | Publication date | Assignee | Title |
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US1812195A (en) * | 1928-10-08 | 1931-06-30 | Pittsburgh Steel Co | Building structure |
GB1442891A (en) * | 1974-01-04 | 1976-07-14 | Morris H R | Beam |
GB1468266A (en) * | 1975-05-15 | 1977-03-23 | Pratt J | Construction arrangements for building and the like structures |
JPS5323122U (en) * | 1976-08-06 | 1978-02-27 | ||
GB2215752A (en) * | 1988-03-18 | 1989-09-27 | Pilecon Engineering Berhad | Space frame |
JP2566036Y2 (en) * | 1991-10-18 | 1998-03-25 | 伸光企業株式会社 | Reinforcement for concrete formwork support |
US5682678A (en) * | 1995-11-13 | 1997-11-04 | The Nordam Group, Inc. | Mechanical repair for a honeycomb panel |
US5685663A (en) * | 1996-06-21 | 1997-11-11 | Huck International, Inc. | Fastener construction with internal support for spaced portions of structural member |
CA2273573A1 (en) * | 1999-05-27 | 2000-11-27 | Giuseppe Montanaro | Versatile metal truss assembly |
TWM255290U (en) * | 2003-10-28 | 2005-01-11 | Sucoot Ind Co Ltd | Shoring beam of form |
US20050257486A1 (en) * | 2004-04-28 | 2005-11-24 | Ching Shih L | Moldboard support beam |
WO2006053368A1 (en) * | 2004-11-17 | 2006-05-26 | Jr Consulting & Drafting Pty Limited | Framing members and their inter-connection |
AU2005209605A1 (en) * | 2005-09-08 | 2007-03-22 | Vlaeberg Pty Ltd | Metal Roof Truss Connector Assembly |
CN201050189Y (en) * | 2007-05-11 | 2008-04-23 | 王克俭 | Formwork strut-beam |
CN201092700Y (en) * | 2007-09-03 | 2008-07-30 | 刘立民 | N-shaped girder steel |
CA2796836C (en) * | 2010-05-19 | 2015-09-29 | J. Van Walraven Holding B.V. | Profile element |
-
2014
- 2014-05-09 TW TW103208176U patent/TWM491702U/en unknown
- 2014-10-17 CN CN201410552439.5A patent/CN105089265A/en active Pending
- 2014-11-20 US US14/549,072 patent/US20150322675A1/en not_active Abandoned
- 2014-11-21 JP JP2014236204A patent/JP5944469B2/en not_active Expired - Fee Related
- 2014-12-12 DE DE102014118584.6A patent/DE102014118584A1/en not_active Ceased
-
2015
- 2015-04-16 CA CA2887970A patent/CA2887970A1/en not_active Abandoned
- 2015-04-16 GB GB1506479.3A patent/GB2526199B/en not_active Expired - Fee Related
- 2015-05-06 KR KR1020150062960A patent/KR20150128576A/en not_active Application Discontinuation
- 2015-05-07 SG SG10201503591YA patent/SG10201503591YA/en unknown
- 2015-05-07 FR FR1500959A patent/FR3020825B1/en not_active Expired - Fee Related
- 2015-05-07 ES ES201530622A patent/ES2550529B1/en not_active Expired - Fee Related
- 2015-05-08 AU AU2015202492A patent/AU2015202492A1/en not_active Abandoned
-
2018
- 2018-04-16 KR KR1020180043930A patent/KR20180041109A/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
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SG10201503591YA (en) | 2015-12-30 |
ES2550529B1 (en) | 2016-12-27 |
AU2015202492A1 (en) | 2015-11-26 |
GB201506479D0 (en) | 2015-06-03 |
KR20180041109A (en) | 2018-04-23 |
KR20150128576A (en) | 2015-11-18 |
JP2015214880A (en) | 2015-12-03 |
ES2550529A2 (en) | 2015-11-10 |
DE102014118584A1 (en) | 2015-11-12 |
GB2526199B (en) | 2016-06-15 |
CN105089265A (en) | 2015-11-25 |
CA2887970A1 (en) | 2015-11-09 |
US20150322675A1 (en) | 2015-11-12 |
FR3020825B1 (en) | 2021-04-23 |
FR3020825A1 (en) | 2015-11-13 |
JP5944469B2 (en) | 2016-07-05 |
ES2550529R1 (en) | 2016-03-15 |
GB2526199A (en) | 2015-11-18 |
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