WO2012045218A1 - Through hole template device for floor plate and the fastening assembly thereof - Google Patents

Through hole template device for floor plate and the fastening assembly thereof Download PDF

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Publication number
WO2012045218A1
WO2012045218A1 PCT/CN2010/078976 CN2010078976W WO2012045218A1 WO 2012045218 A1 WO2012045218 A1 WO 2012045218A1 CN 2010078976 W CN2010078976 W CN 2010078976W WO 2012045218 A1 WO2012045218 A1 WO 2012045218A1
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WO
WIPO (PCT)
Prior art keywords
connecting end
curved body
floor
hole
short
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PCT/CN2010/078976
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French (fr)
Chinese (zh)
Inventor
谢彦波
夏廷
张玮
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深圳市华星光电技术有限公司
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Publication of WO2012045218A1 publication Critical patent/WO2012045218A1/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G15/00Forms or shutterings for making openings, cavities, slits, or channels
    • E04G15/06Forms or shutterings for making openings, cavities, slits, or channels for cavities or channels in walls of floors, e.g. for making chimneys
    • E04G15/061Non-reusable forms

Definitions

  • the present invention relates to a floor through-hole template device and a fastening assembly thereof, and more particularly to a floor through-hole template device for reinforcing a unitary structure by a fastening assembly.
  • a through-hole forming device or formwork device is required to reserve the space required for each through-hole in the concrete floor, and then the concrete is poured into the through-hole forming device or the formwork device.
  • the concrete is poured into the through-hole forming device or the formwork device.
  • the early through hole forming device or template device was only a hollow vertical tube, but the current building slab has a large bearing capacity, so the thickness of the concrete floor slab must be thick, and the hole length of the through hole is long, so that the through hole is formed.
  • the height of the device or formwork device such as the upright cylinder becomes higher and the area of the corresponding concrete is more extensive.
  • the hollow upright cylinder 5 has a space in which an upper opening and a lower opening communicate with each other, and the lower cover 2 and the upper cover 4 thereof The intermediate position forms an opening or an internal screw hole.
  • the long rod-shaped fixing member 3 can be accommodated in the hollow space of the upright cylinder 5, the upper cover 4 is used to cover the upper opening of the upright cylinder 5, and the lower cover 2 is used to cover the lower opening of the upright cylinder 5, and then the length is utilized.
  • the thread of the end of the rod-shaped fixing member 3 and/or an additional nut, the opposite ends of the long rod-shaped fixing member 3 are respectively locked up and down to the upper cover 4 and the lower cover 2, so that the lower cover 2, the upper cover 4 and the upright
  • the cylinder 5 can be firmly integrated into one.
  • the through hole forming device or the formwork device connects the horizontal building form of the concrete floor in a vertical direction only through the lower cover or the end of the fixing member;
  • the impact force of concrete on the through hole forming device or the formwork device is mainly in the horizontal direction, if the through hole forming device or the formwork device is not firmly fixed on the horizontal building form of the concrete floor
  • the impact force of the poured concrete can easily tilt the through-hole forming device or the formwork device, and the through-hole of the concrete slab after solidification molding may be deformed or destroyed.
  • a main object of the present invention is to provide a floor through-hole template device that strengthens its overall structure by a fastening component, so that a molding process for the through hole of the concrete floor can provide a High impact resistance to prevent deformation or tilting of the floor through-hole template device.
  • a secondary object of the present invention is to provide a floor through-hole template device and a fastening assembly thereof, which can strengthen the between the floor through-hole template device and the concrete floor after the forming process of the concrete floor through hole. Securely connected.
  • a preferred embodiment of the present invention provides a floor through-hole template device for a floor structure having reinforcing bars, the main structure of which comprises: a forming cylinder and a fastening assembly.
  • the forming cylinder has a cylinder wall and the cylinder wall defines an outer circumferential surface.
  • the passage defined by the cylinder wall, a first opening and a second opening are respectively located at opposite ends of the forming cylinder and communicate with each other through the passage.
  • the fastening assembly has a plurality of separable short curved bodies and pairs of locks.
  • the plurality of separable short curved bodies gradually form an annular arrangement along the outer circumferential surface of the cylindrical wall, wherein the arc of each short curved body is between 0 and 2 ⁇ , such as ⁇ /2, 2 ⁇ /3 or ⁇ , and the like, and each of the short curved bodies integrally forms a first connecting end and a second connecting end respectively radially connected to opposite ends of the short curved body and the first A hole is formed in each of the connecting end and the second connecting end.
  • each short curved body is connected to the first connecting end of another adjacent short curved body, so that the plurality of short curved bodies are along an adjustable
  • the arcs are connected in series to form a long curved body until the first connecting end and the second connecting end on both ends of the long curved body are close to each other for connection.
  • Interconnecting the second connecting end of each short curved body with the first connecting end of another adjacent short curved body by using a pair of corresponding locking members and the first connecting end and the second connecting end The joint of the holes.
  • Each pair of fasteners includes a bolt and a nut, and the second connecting end of each short curved body is coupled to the nut through the bolt through the holes of the first connecting end and the second connecting end The first connecting ends of the adjacent short curved bodies are connected to each other.
  • the long curved body connected by the plurality of short curved bodies is a deformable elastic body having an adjustable curvature, so that the long curved body can extend along the outer circumferential surface of the cylinder wall until a long arc
  • the first connecting end and the second connecting end on the two ends of the shaped body are close to each other, and finally the first connecting end and the second connecting end on the both ends of the long curved body are engaged with the corresponding locking members to make the long arc
  • the shaped body radially supports the outer circumferential surface of the barrel wall.
  • the long curved body, the first connecting end and the second connecting end are integrally formed, wherein the first connecting end and the second connecting end are radially connected to the long curved body.
  • Two opposite ends The overall structure of the floor through-hole template device such as the forming cylinder can be greatly enhanced by the fastening assembly of the present invention, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the horizontal direction.
  • the impact force can prevent the floor through-hole template device from being deformed or tilted.
  • At least one of the short curved bodies of the long curved body further has a third connecting end for connecting the steel bars in the floor building; the tightness after the forming process of the concrete floor through holes
  • the solid assembly can reinforce the secure connection between the floor through-hole template device and the concrete floor, and at least one of the short curved bodies of the long curved body has a fourth connection end for connecting the barrel wall of the forming cylinder.
  • the long curved body, the first connecting end and the second connecting end may be integrally formed, wherein the long curved body may have a third connecting end for connecting the reinforcing bars in the floor building. And a fourth connecting end for connecting the wall of the forming cylinder.
  • the present invention provides a floor through-hole template device for a floor structure having steel bars, the main structure of which comprises: an upper cover, a lower cover, a forming cylinder, a long rod-shaped fixing member and a fastening And an assembly, wherein the forming cylinder has a cylinder wall and the cylinder wall outwardly forms an outer circumferential surface, and the hollow passage defined by the cylinder wall, a first opening and a second opening communicate with each other through the passage.
  • the long rod-shaped fixing member is received in the passage of the forming cylinder, the upper cover covers the first opening of the forming cylinder, and the lower cover covers the second opening of the forming cylinder, wherein the opposite ends of the long rod-shaped fixing member are respectively locked up and down
  • the upper cover and the lower cover are fixed to allow the lower cover, the upper cover and the forming cylinder to provide a firm connection in the vertical direction to the floor through-hole template device.
  • the fastening assembly can use the same fastening assembly as the various embodiments described above and provide a secure combination of the floor through-hole template assembly in a horizontal direction.
  • the fastening assembly provided by the invention can greatly enhance the overall structure of the floor through-hole template device, such as the forming cylinder, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the horizontal direction.
  • the impact force can prevent the floor through-hole template device from being deformed or tilted.
  • FIG. 1 is a cross-sectional view of a conventional floor through-hole template device.
  • FIG. 2a is a partial exploded view of a floor through-hole template device in accordance with a first preferred embodiment of the present invention.
  • FIG. 2b is a perspective view showing the assembly of a floor through-hole template device in accordance with a first preferred embodiment of the present invention.
  • 3a is a side elevational view of the fastening assembly of the floor through-hole template assembly in accordance with the first preferred embodiment of the present invention.
  • 3b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with the first preferred embodiment of the present invention.
  • FIG. 4a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a second preferred embodiment of the present invention.
  • FIG. 4b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with the second preferred embodiment of the present invention.
  • Figure 5a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a third preferred embodiment of the present invention.
  • Figure 5b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with a third preferred embodiment of the present invention.
  • Figure 6a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a fourth preferred embodiment of the present invention.
  • Figure 6b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with a fourth preferred embodiment of the present invention.
  • FIG. 7 is a cross-sectional view of a floor through-hole template device in accordance with a fifth preferred embodiment of the present invention.
  • FIG. 2a illustrates a floor through-hole template device 10 for use in a slab building having a steel bar and a concrete structure, the main structure of which includes: a forming cylinder 100 and a fastening assembly. 110.
  • the forming cylinder 100 can be made of various metal or plastic materials for embedding in a slab building having a steel bar and a concrete structure. By pouring concrete to the periphery of the forming cylinder 100, a through hole is formed after solidification, and the through hole can be Used as a vent or water supply pipe or line.
  • the forming cylinder 100 has a cylindrical wall 102 and an outer circumferential surface 1020 is formed.
  • the cylindrical wall defines a hollow passage 104, a first opening 106 and a second opening 108.
  • the first opening The 106 and the second opening 108 are respectively located at opposite ends of the molding cylinder 100 and communicate with each other through the passage 104.
  • the outer circumferential surface 1020 of the cylindrical wall 102 of the forming cylinder 100 forms an arc, such as 2 ⁇ radians.
  • the fastening assembly 110 includes four separable short curved bodies 120 and four pairs of fasteners 128, wherein the four separable short curved bodies 120 are along the
  • the first connecting end 124 and the second connecting end 126 are respectively connected to the opposite ends of the short curved body 120, and the first connecting end 124 and the second connecting end 126 are respectively A hole 1242, 1262 is formed.
  • the second connection end 126 of the short arcuate body 120 of one of ⁇ /2 radians is interconnected with the first connection end 124 of another adjacent short arcuate body 120 of ⁇ /2 radians 120. , connected in series to a long curved body 122 having ⁇ radians, and so on, and then serially connecting two other short curved bodies 120 of ⁇ /2 radians until the four short curved bodies 120 are connected in series As shown in FIG.
  • the first connecting end 124 and the second connecting end 126 at both ends of the long curved body 122 having 2 ⁇ radians are connected to each other for connection;
  • the four curved walls 120 of ⁇ /2 radians are connected one by one, and the arc of the long curved body 122 is expanded from ⁇ to 2 ⁇ , and as a result, as shown in FIG. 3b, the long curved body 122 is made.
  • the arc is turned into an arc of adjustable change.
  • each pair of fasteners 128 includes a bolt 1282 and a nut 1284 for penetrating the second connecting end 126 of one of the short curved bodies 120 and another adjacent short curved body 120. After the holes 1262 and 1242 of the first connecting end 124 are screwed to the nut 1284.
  • the interconnection of the second connecting end 126 of each short curved body 120 with the first connecting end 124 of another adjacent short curved body 120 can also be performed by other methods such as welding, and is not limited to use.
  • the locking member 128 is also not limited to the bolt 1282 and the nut 1284. Any technique for fixing the second connecting end 126 of each short curved body 120 to the first connecting end 124 of another adjacent short curved body 120 Also available.
  • the four short curved bodies 120 may be cascaded in series to form the long curved body 122, but only the second connecting end of the short curved body 120 at the last place is left.
  • 126 is temporarily not connected to the first connecting end 124 of another adjacent short curved body 120, and a gap is formed between the first connecting end 124 and the second connecting end 126 on both ends of the long curved body 122 for convenience.
  • the floor builder passes the forming cylinder 100 through the notch of the long curved body 122 such that the long curved body 122 fits over the outer circumferential surface 1020 of the barrel wall 102 of the forming cylinder 100.
  • each short curved body 120 is made of a deformable elastic body such as a metal material, so that the long curved body connected in series is also a deformable elastic body, which can be easily pulled by the floor builder.
  • the notch of the large long curved body 122 is fitted over the forming cylinder 100. After the long curved body 122 is sleeved on the forming cylinder 100, since the arc of the long curved body 122 is larger than the curvature of each short curved body 120, it may be equal to or slightly smaller than the curvature of the outer circumferential surface 1020 of the cylindrical wall 102 (such as 2 ⁇ ).
  • the first connecting end 124 and the second connecting end 126 on both ends of the long curved body 122 are brought close to each other.
  • the floor builder can use the first connecting end 124 of the two ends of the long curved body 122 and the holes 1242 and 1262 of the second connecting end 126 to lock with the corresponding locking members 128 to finally make the long curved shape.
  • the body 122 completely surrounds the outer circumferential surface 1020 of the barrel wall 102 and provides a radial support force to support the outer circumferential surface 1020 of the barrel wall 102.
  • the overall structure of the forming cylinder 100 can be greatly enhanced, and a high degree of resistance is provided during the forming process of the through hole 162 of the concrete floor 160, particularly for the impact of concrete poured in the horizontal direction.
  • the momentum prevents the forming cylinder 100 from being deformed or tilted.
  • the forming cylinder 100 is buried in the concrete floor 160 together with the fastening assembly 110, and is not removed, increasing the degree of bonding between the forming cylinder 100 and the concrete floor 160.
  • the first or second connecting ends 124, 126 of any of the short curved bodies 120 located on the outer circumferential surface 1020 of the forming cylinder 100 may be provided or formed with a third
  • the connecting end is a solder joint (not shown) for connecting the reinforcing bars 164 in the concrete floor 160 on either side of the forming cylinder 100; thereby, after the through holes 162 of the concrete floor 160 are formed, the fastening assembly 110 and the reinforcing bars 164 are passed.
  • the connection can further strengthen the solid bond between the forming cylinder 100 of the floor through-hole template device 10 and the concrete floor 160.
  • any short curved body 120 located on the outer circumferential surface 1020 of the forming cylinder 100 may be provided with or formed with a fourth connecting end (not shown), and the fourth connecting end may be Is a weld point for connecting the barrel wall 102 of the forming cylinder 100 or a joint integrally formed with the barrel wall 102 of the forming cylinder 100; and then connecting other short curved bodies 120 in series to form a surrounding forming cylinder 100
  • the long curved body 122 of the outer circumferential surface 1020 facilitates the combination of floor builders while allowing the fastening assembly 110 to be more tightly coupled to the forming cylinder 100 of the floor through-hole template assembly 10.
  • FIG. 4a and 4b illustrate a fastening assembly 210 for a floor through-hole formwork apparatus for use in a slab building having a steel bar and a concrete structure in accordance with a second preferred embodiment of the present invention
  • the fastening assembly of FIG. 3b 110 differs in that the fastening assembly 210 of Figures 4a and 4b includes three short curved bodies 220 and three pairs of fasteners 228, wherein the three short curved bodies 220 form a long curved body 222, each short The curved body 220 has 2 ⁇ /3 radians, and the remaining components are identical in structure and function to the fastening assembly 110 of FIG. 3b, and thus will not be described here.
  • FIG. 5a and 5b illustrate a fastening assembly 310 for a floor through-hole formwork apparatus for use in a floor slab having a steel bar and a concrete structure, and the fastening assembly of FIG. 3b, in accordance with a third preferred embodiment of the present invention.
  • 110 differs in that the fastening assembly 310 of Figures 5a and 5b includes two short curved bodies 320 and two pairs of fasteners 328, wherein the two short curved bodies 320 form a long curved body 322, each short The curved body 320 has ⁇ radians, and the remaining components are identical in structure and function to the fastening assembly 110 of FIG. 3b, and thus will not be described here.
  • the arc of the short arcuate body of the fastening assembly of the present invention may be designed to be between 0 and 2 ⁇ (0 ⁇ radian ⁇ 2 ⁇ ), and the arcs of the plurality of short arcuate bodies may be different, only the last concatenation is required.
  • the curvature of the long curved body is close to 2 ⁇ .
  • FIGS. 6a and 6b illustrate a fastening assembly 410 for a floor through-hole formwork apparatus for use in a floor slab having a steel bar and a concrete structure in accordance with a fourth preferred embodiment of the present invention, and the fastening assembly of FIG. 3b
  • the difference of 110 is that the long curved body 422, the first connecting end 424 and the second connecting end 426 of the fastening component 410 of FIGS. 6a and 6b are integrally formed, and the first connecting end 424 and the second connecting end 426 are only
  • the arcs of the long curved body 422 are equal to or slightly smaller than 2 ⁇ by a pair of fasteners 428 (including bolts and nuts), and the remaining components are identical in structure and function to the fastening component 110 of FIG. 3b, so here No more.
  • the third curved end 422 may be provided with or formed with a third connecting end such as a solder joint (not shown) for connecting the reinforcing bars 164 of the floor 160 as shown in FIG. 2b; in this way, when After the through holes 162 of the concrete slab 160 are formed, the secure joint between the forming cylinder of the floor through hole formwork device and the concrete slab 160 can be further enhanced by the fastening assembly 410.
  • a solder joint not shown
  • a fourth connecting end may be disposed or formed on the long curved body 422.
  • the fourth connecting end may be a solder joint for connecting the barrel wall 102 of the forming cylinder 100 as shown in FIG. 2b.
  • a joint integrally formed with the barrel wall 102 of the forming cylinder 100 allows the fastening assembly 410 to be more tightly coupled to the forming cylinder of the floor through-hole template assembly.
  • FIG. 7 illustrates a floor through-hole template device 60 for use in a floor slab 160 having reinforcing bars 164 and concrete, the main structure including an upper cover 62, a lower cover 64, and a molding in accordance with a fifth preferred embodiment of the present invention.
  • a barrel 66, a long rod-shaped fixing member 68 and a fastening assembly 70 wherein the forming cylinder 66 has a cylindrical wall 602 and the cylindrical wall 602 defines an outer circumferential surface 6020 outwardly defined by the cylindrical wall 602.
  • a hollow passage 604, a first opening 606 and a second opening 608 are respectively located at opposite ends of the forming cylinder 66 and communicate with each other through the passage 604.
  • the intermediate positions of the upper cover 62 and the lower cover 64 form an inner screw hole 623. 643.
  • the long rod-shaped fixing member 68 is first received into the passage 604 of the forming cylinder 66, then the upper cover 62 covers the first opening 606 of the forming cylinder 66, and the lower cover 64 covers the second opening 608 of the forming cylinder 66.
  • the threads at both ends of the long rod-shaped fixing member 68 pass through the inner screw holes 623 of the upper cover 62 and the lower cover 64, respectively.
  • the fastening assembly 70 can use a structure similar to any of the fastening assemblies 110, 210, 310, and 410 of Figures 3b, 4b, 5b, and 6b to provide a secure combination of the floor through-hole template assembly in a horizontal direction.
  • the first connecting end and/or the second connecting end of any one of the fastening components 70 may be welded to the reinforcing bars 164 of the concrete slab 160 of the outer circumferential surface 6020 of the forming cylinder 66. together.
  • the upper cover 62, the lower cover 64 and the fixing member 68 are removed, leaving only the forming cylinder 66 and the fastening member 70 in the through hole 162 of the floor 160, through the fastening assembly 70.
  • a stronger bond between the forming cylinder 66 of the floor through-hole formwork device 60 and the concrete floor slab 160 is enhanced.
  • the fastening assembly provided by the present invention can greatly enhance the overall structure of the floor through-hole template device such as the forming cylinder, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the The impact of the concrete poured in the horizontal direction can prevent the floor through-hole template device from being deformed or tilted.

Abstract

A through hole template device (10) for a floor plate building with steel bars includes a molding cylinder (100) and a fastening assembly (110). The molding cylinder (100) includes a cylinder wall (102) forming an outer circumferential surface (1020). The fastening assembly (110) has a long arc-shaped main body (122) that is arranged on the cylinder wall (102), and a first connecting end (124) and a second connecting end (126) located on two opposite ends of the long arc-shaped main body (122). By mutual connection of the first connecting ends (124) and the second connecting ends (126), the long arc-shaped main body (122) supports the outer circumferential surface (1020) of the cylinder wall (102) in a radial direction so as to strengthen the overall structure of the molding cylinder (100), prevent the deformation or inclination of the through hole template device for a floor plate building, while strengthen the secure connection between the through hole template device for the floor plate building and the concrete floor plate.

Description

楼板通孔模板装置及其紧固组件  Floor through hole template device and fastening component thereof 技术领域Technical field
本发明涉及一种楼板通孔模板装置及其紧固组件,特别是有关于一种通过紧固组件强化整体结构的楼板通孔模板装置。The present invention relates to a floor through-hole template device and a fastening assembly thereof, and more particularly to a floor through-hole template device for reinforcing a unitary structure by a fastening assembly.
背景技术Background technique
现有的大型建筑物如厂房建筑中,需要运用一种通孔成型装置或模板装置在混凝土楼板中预留出每一个通孔需要的空间,之后再浇筑混凝土至这通孔成型装置或模板装置的周围,凝固形成每一层的混凝土楼板及其通孔以作为通风孔或供水管或线路通过之用。早期的通孔成型装置或模板装置仅是一中空的直立筒,但是目前的厂房楼板的承重力要很大,因此混凝土楼板的厚度必须较厚,通孔的孔长度较长,使得通孔成型装置或模板装置如直立筒的高度变高以及对应混凝土的受力面积变得较广。为避免大量浇筑混凝土的冲击力压迫通孔成型装置或模板装置变形,进而破坏通孔的成形,因此一些现有的通孔成型装置或模板装置如日本实用新型的实开平5-32586、特开平11-81663及特开2000-145142皆已提供各种改善的技术方案,且主要结构大多具有一上盖、一下盖、一中空的直立筒及一长杆状固定件。为方便了解,以图1所示的日本特开2000-145142发明专利为例说明如下:中空的直立筒5具有上开口及下开口连通其中空的空间,且其下盖2及上盖4的中间位置皆形成一开孔或内螺孔。组装时,长杆状固定件3可以被收容于直立筒5的中空空间内,上盖4用于覆盖直立筒5的上开口,下盖2用于覆盖直立筒5的下开口,接着利用长杆状固定件3末端的螺纹及/或一外加的螺帽,使长杆状固定件3的两相对末端分别上下锁固至上盖4及下盖2,让下盖2、上盖4及直立筒5三者可以稳固结合成一体。为了固定通孔成型装置或模板装置在混凝土楼板的指定位置上,通孔成型装置或模板装置仅仅通过其下盖或固定件末端以竖直方向连接混凝土楼板的一水平向的建筑模板;但是在实际施工中,当浇筑混凝土时,因为混凝土对通孔成型装置或模板装置的冲击力主要沿着水平方向,如果通孔成型装置或模板装置没有十分牢固的固定在混凝土楼板的水平向建筑模板上,浇筑混凝土的冲击力很容易使通孔成型装置或模板装置倾斜,凝固成型后的混凝土楼板的通孔会变形或被破坏。In existing large-scale buildings, such as factory buildings, a through-hole forming device or formwork device is required to reserve the space required for each through-hole in the concrete floor, and then the concrete is poured into the through-hole forming device or the formwork device. Around it, solidify each layer of concrete slab and its through holes for use as ventilation holes or water supply pipes or lines. The early through hole forming device or template device was only a hollow vertical tube, but the current building slab has a large bearing capacity, so the thickness of the concrete floor slab must be thick, and the hole length of the through hole is long, so that the through hole is formed. The height of the device or formwork device such as the upright cylinder becomes higher and the area of the corresponding concrete is more extensive. In order to avoid the impact of a large amount of poured concrete to compress the through hole forming device or the template device to deform, thereby rupturing the forming of the through hole, some existing through hole forming devices or formwork devices such as the Japanese utility model of the real open flat 5-32586, special Kaiping Various improved technical solutions have been provided in 11-81663 and JP-A-2000-145142, and most of the main structures have an upper cover, a lower cover, a hollow upright cylinder and a long rod-shaped fixing member. For convenience of understanding, the invention of the Japanese Patent Laid-Open No. 2000-145142 shown in FIG. 1 is exemplified as follows: the hollow upright cylinder 5 has a space in which an upper opening and a lower opening communicate with each other, and the lower cover 2 and the upper cover 4 thereof The intermediate position forms an opening or an internal screw hole. When assembled, the long rod-shaped fixing member 3 can be accommodated in the hollow space of the upright cylinder 5, the upper cover 4 is used to cover the upper opening of the upright cylinder 5, and the lower cover 2 is used to cover the lower opening of the upright cylinder 5, and then the length is utilized. The thread of the end of the rod-shaped fixing member 3 and/or an additional nut, the opposite ends of the long rod-shaped fixing member 3 are respectively locked up and down to the upper cover 4 and the lower cover 2, so that the lower cover 2, the upper cover 4 and the upright The cylinder 5 can be firmly integrated into one. In order to fix the through hole forming device or the formwork device at a specified position on the concrete floor, the through hole forming device or the formwork device connects the horizontal building form of the concrete floor in a vertical direction only through the lower cover or the end of the fixing member; In actual construction, when pouring concrete, the impact force of concrete on the through hole forming device or the formwork device is mainly in the horizontal direction, if the through hole forming device or the formwork device is not firmly fixed on the horizontal building form of the concrete floor The impact force of the poured concrete can easily tilt the through-hole forming device or the formwork device, and the through-hole of the concrete slab after solidification molding may be deformed or destroyed.
此外,当混凝土楼板成型之后, 所述通孔成型装置或模板装置的上盖、下盖及固定件皆会拆除去掉,仅留下直立筒在混凝土楼板的通孔内,因此无法确保直立筒和混凝土楼板之间可以一直保持牢固的连接,如施工中的混凝土楼板因受力而挤压直立筒。In addition, when the concrete slab is formed, The upper cover, the lower cover and the fixing member of the through hole forming device or the template device are removed and removed, leaving only the vertical tube in the through hole of the concrete floor, so that it is impossible to ensure that the vertical tube and the concrete floor can be kept firmly The connection, such as the concrete slab under construction, is squeezed by the vertical cylinder due to the force.
有鉴于此,需要发展一种可以强化整体结构的通孔模板装置,以解决上述的问题。In view of this, there is a need to develop a through-hole template device that can strengthen the overall structure to solve the above problems.
技术问题technical problem
为解决前述现有技术中存在的问题,本发明的一个主要目的在于提供一种楼板通孔模板装置通过一紧固组件强化其整体结构,因此在混凝土楼板通孔的成型过程中,可以提供一高度的耐冲力,防止楼板通孔模板装置变形或倾斜。In order to solve the above problems in the prior art, a main object of the present invention is to provide a floor through-hole template device that strengthens its overall structure by a fastening component, so that a molding process for the through hole of the concrete floor can provide a High impact resistance to prevent deformation or tilting of the floor through-hole template device.
本发明的一个次要目的在于提供一种楼板通孔模板装置及其紧固组件,当混凝土楼板通孔的成型过程之后,所述紧固组件可以强化楼板通孔模板装置与混凝土楼板之间的牢固连接。A secondary object of the present invention is to provide a floor through-hole template device and a fastening assembly thereof, which can strengthen the between the floor through-hole template device and the concrete floor after the forming process of the concrete floor through hole. Securely connected.
技术解决方案Technical solution
为达到前述发明目的,本发明之一较佳实施例提供一种楼板通孔模板装置,用于具有钢筋的楼板建筑,其主要结构包括:一成型筒及一紧固组件。In order to achieve the foregoing object, a preferred embodiment of the present invention provides a floor through-hole template device for a floor structure having reinforcing bars, the main structure of which comprises: a forming cylinder and a fastening assembly.
所述成型筒具有一筒壁且筒壁形成一外圆周面,所述筒壁界定的通道、一第一开口及一第二开口分别位于成型筒的两相对端并通过所述通道相互连通。The forming cylinder has a cylinder wall and the cylinder wall defines an outer circumferential surface. The passage defined by the cylinder wall, a first opening and a second opening are respectively located at opposite ends of the forming cylinder and communicate with each other through the passage.
所述紧固组件具有数个可分离的短弧形本体及数对锁固件。本实施例中,所述数个可分离的短弧形本体沿着所述筒壁的外圆周面逐渐组成一环形排列,其中每一短弧形本体的弧度介于0至2π之间,如π/2、2π/3或π等,且每一短弧形本体一体形成一第一连接端及一第二连接端分别径向连接所述短弧形本体的两相对末端上且所述第一连接端及第二连接端上分别形成一孔洞。 在此环形排列中,通过每一短弧形本体的第二连接端与另一邻近的短弧形本体的第一连接端相互连接,使所述数个短弧形本体沿着一可调整的弧度逐一串接成一长弧形本体,直到长弧形本体两末端上的第一连接端与第二连接端相互接近以进行连接。每一个短弧形本体的第二连接端与另一邻近的短弧形本体的第一连接端的相互连接是利用其中一对对应的锁固件及所述第一连接端及所述第二连接端的孔洞的接合。所述每一对锁固件包括一螺栓及一螺母,通过螺栓贯穿第一连接端及第二连接端的各孔洞与螺母螺固,即可将每一短弧形本体的第二连接端与另一邻近的短弧形本体的第一连接端相互连接。利用所述数个短弧形本体串接成的长弧形本体是一个具有可调整弧度的可变形弹性体,使所述长弧形本体可以沿着筒壁的外圆周面延伸,直到长弧形本体两末端上的第一连接端及第二连接端相互接近,最终通过长弧形本体两末端上的第一连接端及第二连接端的孔洞与对应的锁固件接合,使所述长弧形本体径向支撑筒壁的外圆周面。The fastening assembly has a plurality of separable short curved bodies and pairs of locks. In this embodiment, the plurality of separable short curved bodies gradually form an annular arrangement along the outer circumferential surface of the cylindrical wall, wherein the arc of each short curved body is between 0 and 2π, such as π/2, 2π/3 or π, and the like, and each of the short curved bodies integrally forms a first connecting end and a second connecting end respectively radially connected to opposite ends of the short curved body and the first A hole is formed in each of the connecting end and the second connecting end. In this annular arrangement, the second connecting end of each short curved body is connected to the first connecting end of another adjacent short curved body, so that the plurality of short curved bodies are along an adjustable The arcs are connected in series to form a long curved body until the first connecting end and the second connecting end on both ends of the long curved body are close to each other for connection. Interconnecting the second connecting end of each short curved body with the first connecting end of another adjacent short curved body by using a pair of corresponding locking members and the first connecting end and the second connecting end The joint of the holes. Each pair of fasteners includes a bolt and a nut, and the second connecting end of each short curved body is coupled to the nut through the bolt through the holes of the first connecting end and the second connecting end The first connecting ends of the adjacent short curved bodies are connected to each other. The long curved body connected by the plurality of short curved bodies is a deformable elastic body having an adjustable curvature, so that the long curved body can extend along the outer circumferential surface of the cylinder wall until a long arc The first connecting end and the second connecting end on the two ends of the shaped body are close to each other, and finally the first connecting end and the second connecting end on the both ends of the long curved body are engaged with the corresponding locking members to make the long arc The shaped body radially supports the outer circumferential surface of the barrel wall.
于其它实施例中,所述长弧形本体、第一连接端及第二连接端是一体制成,其中所述第一连接端及第二连接端是径向连接所述长弧形本体的两相对末端。利用本发明的紧固组件可以大幅强化的楼板通孔模板装置如成型筒的整体结构,因此在混凝土楼板通孔的成型过程中,可以提供一高度的耐冲力,特别是在水平方向上浇筑混凝土的冲击力,可以防止楼板通孔模板装置变形或倾斜。In other embodiments, the long curved body, the first connecting end and the second connecting end are integrally formed, wherein the first connecting end and the second connecting end are radially connected to the long curved body. Two opposite ends. The overall structure of the floor through-hole template device such as the forming cylinder can be greatly enhanced by the fastening assembly of the present invention, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the horizontal direction. The impact force can prevent the floor through-hole template device from being deformed or tilted.
于其它实施例中,所述长弧形本体中至少一短弧形本体还具有一第三连接端用于连接所述楼板建筑中的钢筋;当混凝土楼板通孔的成型过程之后,所述紧固组件可以强化该楼板通孔模板装置与混凝土楼板之间的稳固连接,以及所述长弧形本体中至少一短弧形本体具有一第四连接端用于连接所述成型筒的筒壁。In other embodiments, at least one of the short curved bodies of the long curved body further has a third connecting end for connecting the steel bars in the floor building; the tightness after the forming process of the concrete floor through holes The solid assembly can reinforce the secure connection between the floor through-hole template device and the concrete floor, and at least one of the short curved bodies of the long curved body has a fourth connection end for connecting the barrel wall of the forming cylinder.
其它实施例中,所述长弧形本体、第一连接端及第二连接端可以是一体制成,其中所述长弧形本体可以具有一第三连接端用于连接楼板建筑中的钢筋,以及一第四连接端用于连接成型筒的筒壁。In other embodiments, the long curved body, the first connecting end and the second connecting end may be integrally formed, wherein the long curved body may have a third connecting end for connecting the reinforcing bars in the floor building. And a fourth connecting end for connecting the wall of the forming cylinder.
其它实施例中,本发明提供一种楼板通孔模板装置,用于具有钢筋的楼板建筑,其主要结构包括:一上盖、一下盖、一成型筒、一长杆状固定件及一紧固组件,其中所述成型筒具有一筒壁且筒壁向外形成一外圆周面,所述筒壁界定的中空通道、一第一开口及一第二开口通过所述通道相互连通。所述长杆状固定件收容至所述成型筒的通道内,上盖覆盖成型筒的第一开口,下盖覆盖成型筒的第二开口,其中长杆状固定件的两相对末端分别上下锁固至上盖及下盖,让下盖、上盖及成型筒三者对楼板通孔模板装置提供一竖直方向的牢固结合。所述的紧固组件可使用相同于上述各实施例的紧固组件,并提供楼板通孔模板装置一水平方向的牢固结合。In other embodiments, the present invention provides a floor through-hole template device for a floor structure having steel bars, the main structure of which comprises: an upper cover, a lower cover, a forming cylinder, a long rod-shaped fixing member and a fastening And an assembly, wherein the forming cylinder has a cylinder wall and the cylinder wall outwardly forms an outer circumferential surface, and the hollow passage defined by the cylinder wall, a first opening and a second opening communicate with each other through the passage. The long rod-shaped fixing member is received in the passage of the forming cylinder, the upper cover covers the first opening of the forming cylinder, and the lower cover covers the second opening of the forming cylinder, wherein the opposite ends of the long rod-shaped fixing member are respectively locked up and down The upper cover and the lower cover are fixed to allow the lower cover, the upper cover and the forming cylinder to provide a firm connection in the vertical direction to the floor through-hole template device. The fastening assembly can use the same fastening assembly as the various embodiments described above and provide a secure combination of the floor through-hole template assembly in a horizontal direction.
有益效果Beneficial effect
本发明提供的紧固组件可以大幅强化的楼板通孔模板装置如成型筒的整体结构,因此在混凝土楼板通孔的成型过程中,可以提供一高度的耐冲力,特别是在水平方向上浇筑混凝土的冲击力,可以防止楼板通孔模板装置变形或倾斜。The fastening assembly provided by the invention can greatly enhance the overall structure of the floor through-hole template device, such as the forming cylinder, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the horizontal direction. The impact force can prevent the floor through-hole template device from being deformed or tilted.
附图说明DRAWINGS
图1绘示一种现有楼板通孔模板装置的剖视图。1 is a cross-sectional view of a conventional floor through-hole template device.
图2a绘示依据本发明一第一较佳实施例的楼板通孔模板装置的零件爆炸图。2a is a partial exploded view of a floor through-hole template device in accordance with a first preferred embodiment of the present invention.
图2b绘示依据本发明第一较佳实施例的楼板通孔模板装置的组合立体图。2b is a perspective view showing the assembly of a floor through-hole template device in accordance with a first preferred embodiment of the present invention.
图3a绘示依据本发明第一较佳实施例的楼板通孔模板装置的紧固组件的侧视图。3a is a side elevational view of the fastening assembly of the floor through-hole template assembly in accordance with the first preferred embodiment of the present invention.
图3b绘示依据本发明第一较佳实施例的楼板通孔模板装置的的紧固组件的上视图。3b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with the first preferred embodiment of the present invention.
图4a绘示依据本发明第二较佳实施例的楼板通孔模板装置的紧固组件的侧视图。4a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a second preferred embodiment of the present invention.
图4b绘示依据本发明第二较佳实施例的楼板通孔模板装置的的紧固组件的上视图。4b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with the second preferred embodiment of the present invention.
图5a绘示依据本发明第三较佳实施例的楼板通孔模板装置的紧固组件的侧视图。Figure 5a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a third preferred embodiment of the present invention.
图5b绘示依据本发明第三较佳实施例的楼板通孔模板装置的的紧固组件的上视图。Figure 5b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with a third preferred embodiment of the present invention.
图6a绘示依据本发明第四较佳实施例的楼板通孔模板装置的紧固组件的侧视图。Figure 6a is a side elevational view of the fastening assembly of the floor through-hole template device in accordance with a fourth preferred embodiment of the present invention.
图6b绘示依据本发明第四较佳实施例的楼板通孔模板装置的的紧固组件的上视图。Figure 6b is a top plan view of the fastening assembly of the floor through-hole template device in accordance with a fourth preferred embodiment of the present invention.
图7绘示依据本发明第五较佳实施例的楼板通孔模板装置的剖视图。7 is a cross-sectional view of a floor through-hole template device in accordance with a fifth preferred embodiment of the present invention.
本发明的最佳实施方式BEST MODE FOR CARRYING OUT THE INVENTION
本发明的较佳实施例通过所附图式与下面的说明作详细描述,在不同的图式中,相同的组件符号表示相同或相似的组件。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The detailed description of the preferred embodiments of the present invention is in the
图2a绘示依据本发明一第一较佳实施例的一种楼板通孔模板装置10,用于具有钢筋及混凝土结构的楼板建筑中,其主要结构包括:一成型筒100及一紧固组件110。2a illustrates a floor through-hole template device 10 for use in a slab building having a steel bar and a concrete structure, the main structure of which includes: a forming cylinder 100 and a fastening assembly. 110.
所述成型筒100可利用各种金属或塑料材料制作,用于埋入具有钢筋及混凝土结构的楼板建筑中,通过浇筑混凝土至成型筒100周围,待凝固后即形成通孔,这通孔可作为通风孔或供水管或线路通过之用。所述成型筒100具有一筒壁102且筒壁102向外形成一外圆周面1020,所述筒壁界定一中空通道104、一第一开口106及一第二开口108,所述第一开口106及第二开口108分别位于所述成型筒100的两相对末端并通过所述通道104相互连通。于本实施例中,所述成型筒100的筒壁102的外圆周面1020形成一弧度,如2π弧度(rad)。The forming cylinder 100 can be made of various metal or plastic materials for embedding in a slab building having a steel bar and a concrete structure. By pouring concrete to the periphery of the forming cylinder 100, a through hole is formed after solidification, and the through hole can be Used as a vent or water supply pipe or line. The forming cylinder 100 has a cylindrical wall 102 and an outer circumferential surface 1020 is formed. The cylindrical wall defines a hollow passage 104, a first opening 106 and a second opening 108. The first opening The 106 and the second opening 108 are respectively located at opposite ends of the molding cylinder 100 and communicate with each other through the passage 104. In the present embodiment, the outer circumferential surface 1020 of the cylindrical wall 102 of the forming cylinder 100 forms an arc, such as 2π radians.
请参阅图2a、3a及3b,所述紧固组件110包括四个可分离的短弧形本体120及四对锁固件128,其中所述四个可分离的短弧形本体120沿着所述筒壁102的外圆周面1020组成一环形排列,其中每一短弧形本体120的弧度为π/2(弧长/半径=π/2),且每一短弧形本体120一体形成一第一连接端124及一第二连接端126。所述第一连接端124和所述第二连接端126分别径向连接所述短弧形本体120的两相对末端上且所述第一连接端124及所述第二连接端126上皆分别形成一孔洞1242、1262。 在组成此环形排列前,先利用其中一个π/2弧度的短弧形本体120的第二连接端126与另一邻接的π/2弧度的短弧形本体120的第一连接端124相互连接,串接成一个具有π弧度的长弧形本体122,接着以此类推,再逐一串接另两个π/2弧度的短弧形本体120,直到所述四个短弧形本体120串接成一个具有2π弧度的长弧形本体122如图3b,使所述具有2π弧度的长弧形本体122两末端上的第一连接端124与第二连接端126相互接近以进行连接;随着所述四个π/2弧度的短弧形本体120的逐一串接,长弧形本体122的弧度自π随之扩增至2π,结果如同图3b所示,使所述长弧形本体122的弧度是变成一种可调整变化的弧度。 Referring to Figures 2a, 3a and 3b, the fastening assembly 110 includes four separable short curved bodies 120 and four pairs of fasteners 128, wherein the four separable short curved bodies 120 are along the The outer circumferential surface 1020 of the cylindrical wall 102 constitutes an annular arrangement, wherein each short curved body 120 has an arc of π/2 (arc length / radius = π/2), and each short curved body 120 integrally forms a first A connecting end 124 and a second connecting end 126. The first connecting end 124 and the second connecting end 126 are respectively connected to the opposite ends of the short curved body 120, and the first connecting end 124 and the second connecting end 126 are respectively A hole 1242, 1262 is formed. Before constituting the annular arrangement, the second connection end 126 of the short arcuate body 120 of one of π/2 radians is interconnected with the first connection end 124 of another adjacent short arcuate body 120 of π/2 radians 120. , connected in series to a long curved body 122 having π radians, and so on, and then serially connecting two other short curved bodies 120 of π/2 radians until the four short curved bodies 120 are connected in series As shown in FIG. 3b, the first connecting end 124 and the second connecting end 126 at both ends of the long curved body 122 having 2π radians are connected to each other for connection; The four curved walls 120 of π/2 radians are connected one by one, and the arc of the long curved body 122 is expanded from π to 2π, and as a result, as shown in FIG. 3b, the long curved body 122 is made. The arc is turned into an arc of adjustable change.
在进行每一个短弧形本体120的第二连接端126与另一邻近的短弧形本体120的第一连接端124的相互连接过程中,是利用其中一对对应的锁固件128及每一短弧形本体120的第一连接端124及第二连接端126的孔洞1242、1262的接合来进行连接。本实施例中,所述每一对锁固件128包括一螺栓1282及一螺母1284,螺栓1282用于贯穿其中一个短弧形本体120的第二连接端126与另一邻近的短弧形本体120的第一连接端124的孔洞1262、1242后,再与螺母1284螺固。但,在其它应用上,每一个短弧形本体120的第二连接端126与另一邻近的短弧形本体120的第一连接端124的相互连接也可用其它方法如焊接进行,不限定使用锁固件128。所述锁固件128也不限定于螺栓1282及螺母1284,任何可将每一个短弧形本体120的第二连接端126与另一邻近的短弧形本体120的第一连接端124固定的技术也可采用。During the interconnection of the second connection end 126 of each of the short arcuate bodies 120 with the first connection end 124 of another adjacent short arcuate body 120, a pair of corresponding locks 128 and each are utilized. The first connecting end 124 of the short curved body 120 and the holes 1242, 1262 of the second connecting end 126 are joined for connection. In this embodiment, each pair of fasteners 128 includes a bolt 1282 and a nut 1284 for penetrating the second connecting end 126 of one of the short curved bodies 120 and another adjacent short curved body 120. After the holes 1262 and 1242 of the first connecting end 124 are screwed to the nut 1284. However, in other applications, the interconnection of the second connecting end 126 of each short curved body 120 with the first connecting end 124 of another adjacent short curved body 120 can also be performed by other methods such as welding, and is not limited to use. Lock firmware 128. The locking member 128 is also not limited to the bolt 1282 and the nut 1284. Any technique for fixing the second connecting end 126 of each short curved body 120 to the first connecting end 124 of another adjacent short curved body 120 Also available.
实际的组合上,如第2b图所示,所述四个短弧形本体120可以先逐步串接形成长弧形本体122,但仅留最后一处的短弧形本体120的第二连接端126与另一邻近的短弧形本体120的第一连接端124暂时不连接,如同长弧形本体122两末端上的第一连接端124及第二连接端126之间形成一道缺口,以方便楼板施工人员将成型筒100通过所述长弧形本体122的缺口,使长弧形本体122套在成型筒100的筒壁102的外圆周面1020上。这是因为每一短弧形本体120是由一种可变形的弹性体如以金属材质制作,因此串接成的长弧形本体也会是一可变形的弹性体,可以方便楼板施工人员拉大长弧形本体122的缺口以套上成型筒100。在长弧形本体122套上成型筒100后,因为长弧形本体122的弧度大于每一短弧形本体120的弧度但是可能等于或略小于筒壁102的外圆周面1020的弧度(如2π),使长弧形本体122两末端上的第一连接端124及第二连接端126相互接近。此时,楼板施工人员可以利用长弧形本体122两末端上的第一连接端124及第二连接端126的孔洞1242、1262与对应的锁固件128的锁合,最终使所述长弧形本体122完整环绕筒壁102的外圆周面1020且提供径向支撑力来支撑筒壁102的外圆周面1020。 利用紧固组件110的径向支撑,可以大幅强化成型筒100的整体结构,在混凝土楼板160的通孔162的成型过程中,特别是针对水平方向上浇筑混凝土的冲击力,提供一高度的耐冲力,防止成型筒100变形或倾斜。当成型筒100周围的混凝土凝固形成通孔162后,成型筒100与紧固组件110一起埋入混凝土楼板160中,不会被拆除,增加成型筒100与混凝土楼板160之间的结合度。In actual combination, as shown in FIG. 2b, the four short curved bodies 120 may be cascaded in series to form the long curved body 122, but only the second connecting end of the short curved body 120 at the last place is left. 126 is temporarily not connected to the first connecting end 124 of another adjacent short curved body 120, and a gap is formed between the first connecting end 124 and the second connecting end 126 on both ends of the long curved body 122 for convenience. The floor builder passes the forming cylinder 100 through the notch of the long curved body 122 such that the long curved body 122 fits over the outer circumferential surface 1020 of the barrel wall 102 of the forming cylinder 100. This is because each short curved body 120 is made of a deformable elastic body such as a metal material, so that the long curved body connected in series is also a deformable elastic body, which can be easily pulled by the floor builder. The notch of the large long curved body 122 is fitted over the forming cylinder 100. After the long curved body 122 is sleeved on the forming cylinder 100, since the arc of the long curved body 122 is larger than the curvature of each short curved body 120, it may be equal to or slightly smaller than the curvature of the outer circumferential surface 1020 of the cylindrical wall 102 (such as 2π). The first connecting end 124 and the second connecting end 126 on both ends of the long curved body 122 are brought close to each other. At this time, the floor builder can use the first connecting end 124 of the two ends of the long curved body 122 and the holes 1242 and 1262 of the second connecting end 126 to lock with the corresponding locking members 128 to finally make the long curved shape. The body 122 completely surrounds the outer circumferential surface 1020 of the barrel wall 102 and provides a radial support force to support the outer circumferential surface 1020 of the barrel wall 102. With the radial support of the fastening assembly 110, the overall structure of the forming cylinder 100 can be greatly enhanced, and a high degree of resistance is provided during the forming process of the through hole 162 of the concrete floor 160, particularly for the impact of concrete poured in the horizontal direction. The momentum prevents the forming cylinder 100 from being deformed or tilted. When the concrete around the forming cylinder 100 solidifies to form the through hole 162, the forming cylinder 100 is buried in the concrete floor 160 together with the fastening assembly 110, and is not removed, increasing the degree of bonding between the forming cylinder 100 and the concrete floor 160.
其它实施例中,如图2b所示,位于成型筒100的外圆周面1020上的任一短弧形本体120的所述第一或第二连接端124、126上可以设置或形成一第三连接端如一焊接点(未显示),用于连接成型筒100任一侧的混凝土楼板160中的钢筋164;藉此,当混凝土楼板160的通孔162成型之后,通过紧固组件110与钢筋164的连接,可以更加强化楼板通孔模板装置10的成型筒100与混凝土楼板160之间的稳固结合。In other embodiments, as shown in FIG. 2b, the first or second connecting ends 124, 126 of any of the short curved bodies 120 located on the outer circumferential surface 1020 of the forming cylinder 100 may be provided or formed with a third The connecting end is a solder joint (not shown) for connecting the reinforcing bars 164 in the concrete floor 160 on either side of the forming cylinder 100; thereby, after the through holes 162 of the concrete floor 160 are formed, the fastening assembly 110 and the reinforcing bars 164 are passed. The connection can further strengthen the solid bond between the forming cylinder 100 of the floor through-hole template device 10 and the concrete floor 160.
其它实施例中,如图2b所示,位于成型筒100的外圆周面1020上的任一短弧形本体120上可以设置或形成一第四连接端(未显示),这第四连接端可以是一焊接点用于连接所述成型筒100的筒壁102或是一个与成型筒100的筒壁102一体成型的连接处;接着再串接其它短弧形本体120以组成一环绕成型筒100外圆周面1020的长弧形本体122,以方便楼板施工人员的组合,同时可以让紧固组件110与楼板通孔模板装置10的成型筒100更加紧密结合。In other embodiments, as shown in FIG. 2b, any short curved body 120 located on the outer circumferential surface 1020 of the forming cylinder 100 may be provided with or formed with a fourth connecting end (not shown), and the fourth connecting end may be Is a weld point for connecting the barrel wall 102 of the forming cylinder 100 or a joint integrally formed with the barrel wall 102 of the forming cylinder 100; and then connecting other short curved bodies 120 in series to form a surrounding forming cylinder 100 The long curved body 122 of the outer circumferential surface 1020 facilitates the combination of floor builders while allowing the fastening assembly 110 to be more tightly coupled to the forming cylinder 100 of the floor through-hole template assembly 10.
图4a及4b绘示依据本发明一第二较佳实施例的一种楼板通孔模板装置的紧固组件210,用于具有钢筋及混凝土结构的楼板建筑中,其与图3b的紧固组件110的差别在于:图4a及4b的紧固组件210包括三个短弧形本体220及三对锁固件228,其中所述三个短弧形本体220组成一长弧形本体222,每一个短弧形本体220具有2π/3弧度,其余组件在结构及功能上皆相同于图3b的紧固组件110,因此在此不再多述。4a and 4b illustrate a fastening assembly 210 for a floor through-hole formwork apparatus for use in a slab building having a steel bar and a concrete structure in accordance with a second preferred embodiment of the present invention, and the fastening assembly of FIG. 3b 110 differs in that the fastening assembly 210 of Figures 4a and 4b includes three short curved bodies 220 and three pairs of fasteners 228, wherein the three short curved bodies 220 form a long curved body 222, each short The curved body 220 has 2π/3 radians, and the remaining components are identical in structure and function to the fastening assembly 110 of FIG. 3b, and thus will not be described here.
图5a及5b绘示依据本发明一第三较佳实施例的一种楼板通孔模板装置的紧固组件310,用于具有钢筋及混凝土结构的楼板建筑中,其与图3b的紧固组件110的差别在于:图5a及5b的紧固组件310包括两个短弧形本体320及两对锁固件328,其中所述两个短弧形本体320组成一长弧形本体322,每一个短弧形本体320具有π弧度,其余组件在结构及功能上皆相同于图3b的紧固组件110,因此在此不再多述。5a and 5b illustrate a fastening assembly 310 for a floor through-hole formwork apparatus for use in a floor slab having a steel bar and a concrete structure, and the fastening assembly of FIG. 3b, in accordance with a third preferred embodiment of the present invention. 110 differs in that the fastening assembly 310 of Figures 5a and 5b includes two short curved bodies 320 and two pairs of fasteners 328, wherein the two short curved bodies 320 form a long curved body 322, each short The curved body 320 has π radians, and the remaining components are identical in structure and function to the fastening assembly 110 of FIG. 3b, and thus will not be described here.
本发明的紧固组件的短弧形本体的弧度可以设计介于0至2π之间(0<弧度<2π),而且所述数个短弧形本体的弧度可以不相同,仅需最后串接成的长弧形本体的弧度是接近2π即可。The arc of the short arcuate body of the fastening assembly of the present invention may be designed to be between 0 and 2π (0<radian<2π), and the arcs of the plurality of short arcuate bodies may be different, only the last concatenation is required. The curvature of the long curved body is close to 2π.
图6a及6b绘示依据本发明一第四较佳实施例的一种楼板通孔模板装置的紧固组件410,用于具有钢筋及混凝土结构的楼板建筑中,其与图3b的紧固组件110的差别在于:图6a及6b的紧固组件410的长弧形本体422、第一连接端424及第二连接端426是一体制成,且第一连接端424及第二连接端426仅通过一对锁固件428(包括螺栓及螺母)相互连接,使长弧形本体422的弧度等于或略小于2π,其余组件在结构及功能上皆相同于图3b的紧固组件110,因此在此不再多述。6a and 6b illustrate a fastening assembly 410 for a floor through-hole formwork apparatus for use in a floor slab having a steel bar and a concrete structure in accordance with a fourth preferred embodiment of the present invention, and the fastening assembly of FIG. 3b The difference of 110 is that the long curved body 422, the first connecting end 424 and the second connecting end 426 of the fastening component 410 of FIGS. 6a and 6b are integrally formed, and the first connecting end 424 and the second connecting end 426 are only The arcs of the long curved body 422 are equal to or slightly smaller than 2π by a pair of fasteners 428 (including bolts and nuts), and the remaining components are identical in structure and function to the fastening component 110 of FIG. 3b, so here No more.
其它实施例中,所述长弧形本体422上可以设置或形成一第三连接端如一焊接点(未显示)用于连接如图2b所述的楼板160的钢筋164;通过这种方式,当混凝土楼板160的通孔162成型之后,通过紧固组件410可以更加强化楼板通孔模板装置的成型筒与混凝土楼板160之间的稳固结合。In other embodiments, the third curved end 422 may be provided with or formed with a third connecting end such as a solder joint (not shown) for connecting the reinforcing bars 164 of the floor 160 as shown in FIG. 2b; in this way, when After the through holes 162 of the concrete slab 160 are formed, the secure joint between the forming cylinder of the floor through hole formwork device and the concrete slab 160 can be further enhanced by the fastening assembly 410.
其它实施例中,长弧形本体422上可以设置或形成一第四连接端(未显示),这第四连接端可以是一焊接点用于连接如图2b所述成型筒100的筒壁102或是一个与成型筒100的筒壁102一体成型的连接处,让紧固组件410与楼板通孔模板装置的成型筒可以更加紧密结合。In other embodiments, a fourth connecting end (not shown) may be disposed or formed on the long curved body 422. The fourth connecting end may be a solder joint for connecting the barrel wall 102 of the forming cylinder 100 as shown in FIG. 2b. Alternatively, a joint integrally formed with the barrel wall 102 of the forming cylinder 100 allows the fastening assembly 410 to be more tightly coupled to the forming cylinder of the floor through-hole template assembly.
图7绘示依据本发明一第五较佳实施例的一种楼板通孔模板装置60,用于具有钢筋164及混凝土的楼板160中,主要结构包括一上盖62、一下盖64、一成型筒66、一长杆状固定件68及一紧固组件70,其中所述成型筒66具有一筒壁602且筒壁602向外形成一外圆周面6020、一由所述筒壁602界定的中空通道604、一第一开口606及一第二开口608分别位于所述成型筒66的两相对末端并通过所述通道604相互连通。所述上盖62及下盖64的中间位置皆形成一内螺孔623, 643。组装时,长杆状固定件68先被收容至所述成型筒66的通道604内,接着上盖62覆盖成型筒66的第一开口606,下盖64覆盖成型筒66的第二开口608,其中利用长杆状固定件68两末端的螺纹分别穿过上盖62及下盖64的内螺孔623, 643,接着利用两个螺帽682, 684将长杆状固定件68的两相对末端分别上下锁固至上盖62及下盖64,让上盖62、下盖64及成型筒68三者可以稳固结合成一体,提供楼板通孔模板装置60一竖直方向的牢固结合。FIG. 7 illustrates a floor through-hole template device 60 for use in a floor slab 160 having reinforcing bars 164 and concrete, the main structure including an upper cover 62, a lower cover 64, and a molding in accordance with a fifth preferred embodiment of the present invention. a barrel 66, a long rod-shaped fixing member 68 and a fastening assembly 70, wherein the forming cylinder 66 has a cylindrical wall 602 and the cylindrical wall 602 defines an outer circumferential surface 6020 outwardly defined by the cylindrical wall 602. A hollow passage 604, a first opening 606 and a second opening 608 are respectively located at opposite ends of the forming cylinder 66 and communicate with each other through the passage 604. The intermediate positions of the upper cover 62 and the lower cover 64 form an inner screw hole 623. 643. When assembled, the long rod-shaped fixing member 68 is first received into the passage 604 of the forming cylinder 66, then the upper cover 62 covers the first opening 606 of the forming cylinder 66, and the lower cover 64 covers the second opening 608 of the forming cylinder 66. Wherein the threads at both ends of the long rod-shaped fixing member 68 pass through the inner screw holes 623 of the upper cover 62 and the lower cover 64, respectively. The 643, then utilizes two nuts 682, 684, the opposite ends of the long rod-shaped fixing member 68 are respectively locked up and down to the upper cover 62 and the lower cover 64, so that the upper cover 62, the lower cover 64 and the forming cylinder 68 can be stably integrated into one body, and the floor through-hole template device is provided. 60 a firm combination of vertical.
所述紧固组件70可以使用相同于图3b、4b、5b及6b中任何一种紧固组件110、210、310及410的结构,提供楼板通孔模板装置一水平方向的牢固结合。另外,紧固组件70上任何一处如长弧形本体或短弧形本体的第一连接端及/或第二连接端可与成型筒66外圆周面6020侧边混凝土楼板160的钢筋164焊接一起。当混凝土楼板160的通孔162成型之后,拆除掉上盖62、下盖64及固定件68,仅留下成型筒66及紧固组件70在楼板160的通孔162,通过紧固组件70可以更加强化楼板通孔模板装置60的成型筒66与混凝土楼板160之间的稳固结合。The fastening assembly 70 can use a structure similar to any of the fastening assemblies 110, 210, 310, and 410 of Figures 3b, 4b, 5b, and 6b to provide a secure combination of the floor through-hole template assembly in a horizontal direction. In addition, the first connecting end and/or the second connecting end of any one of the fastening components 70, such as the long curved body or the short curved body, may be welded to the reinforcing bars 164 of the concrete slab 160 of the outer circumferential surface 6020 of the forming cylinder 66. together. After the through hole 162 of the concrete floor 160 is formed, the upper cover 62, the lower cover 64 and the fixing member 68 are removed, leaving only the forming cylinder 66 and the fastening member 70 in the through hole 162 of the floor 160, through the fastening assembly 70. A stronger bond between the forming cylinder 66 of the floor through-hole formwork device 60 and the concrete floor slab 160 is enhanced.
综上所述,本发明提供的紧固组件可以大幅强化的楼板通孔模板装置如成型筒的整体结构,因此在混凝土楼板通孔的成型过程中,可以提供一高度的耐冲力,特别是在水平方向上浇筑混凝土的冲击力,可以防止楼板通孔模板装置变形或倾斜。In summary, the fastening assembly provided by the present invention can greatly enhance the overall structure of the floor through-hole template device such as the forming cylinder, so that a high impact resistance can be provided during the forming process of the concrete floor through-hole, especially in the The impact of the concrete poured in the horizontal direction can prevent the floor through-hole template device from being deformed or tilted.
本发明的实施方式Embodiments of the invention
工业实用性Industrial applicability
序列表自由内容Sequence table free content

Claims (19)

  1. 一种楼板通孔模板装置,用于具有钢筋的楼板建筑,包括:A floor through hole formwork device for slab construction with steel bars, comprising:
    一成型筒,具有一筒壁且该筒壁形成一外圆周面,其特征在于,所述楼板通孔模板装置还包括一紧固组件具有:若干个可分离的弧形本体,形成相同或不同的弧度且每一弧形本体皆具有一第一连接端及一第二连接端,所述第一连接端及第二连接端分别形成至少一孔洞;以及 若干对锁固件,分别与所述若干个弧形本体的孔洞接合,将每一弧形本体的第二连接端与另一邻近的弧形本体的第一连接端相互连接,进而使所述若干个弧形本体串接并沿着所述筒壁的外圆周面作一环形排列。a forming cylinder having a cylindrical wall and the cylindrical wall forming an outer circumferential surface, wherein the floor through-hole template device further comprises a fastening component having: a plurality of separable curved bodies forming the same or different Each of the curved bodies has a first connecting end and a second connecting end, and the first connecting end and the second connecting end respectively form at least one hole; a plurality of pairs of locking fasteners respectively engaged with the holes of the plurality of arcuate bodies, and connecting the second connecting end of each arcuate body to the first connecting end of another adjacent arcuate body, thereby causing the plurality of The arcuate bodies are connected in series and arranged in an annular shape along the outer circumferential surface of the cylinder wall.
  2. 一种楼板通孔模板装置,用于具有钢筋的楼板建筑,包括: A floor through hole formwork device for slab construction with steel bars, comprising:
    一成型筒,具有一筒壁且该筒壁形成一外圆周面,其特征在于,所述楼板通孔模板装置还包括:a forming cylinder having a cylinder wall and the cylinder wall forming an outer circumferential surface, wherein the floor through-hole template device further comprises:
    一紧固组件,具有一长弧形本体设于所述筒壁上,以及一第一连接端与一第二连接端分别位于所述长弧形本体的两相对端上,通过所述第一连接端与第二连接端的相互连接,使所述长弧形本体径向支撑筒壁的外圆周面。a fastening assembly having a long arc-shaped body disposed on the wall of the cylinder, and a first connecting end and a second connecting end respectively located on opposite ends of the long curved body, through the first The connecting end and the second connecting end are connected to each other such that the long curved body radially supports the outer circumferential surface of the cylindrical wall.
  3. 根据权利要求1所述的楼板通孔模板装置,其特征在于,所述紧固组件还包括至少一对锁固件,且第一连接端及第二连接端分别形成至少一孔洞,通过所述一对锁固件及所述至少一孔洞的接合,将第一连接端及第二连接端相互连接。 The slab through hole template device of claim 1 , wherein the fastening component further comprises at least one pair of locking members, and the first connecting end and the second connecting end respectively form at least one hole through the one The first connecting end and the second connecting end are connected to each other for the engagement of the locking member and the at least one hole.
  4. 根据权利要求1所述的楼板通孔模板装置,其特征在于,所述长弧形本体、第一连接端及第二连接端是一体制成,其中所述第一连接端及第二连接端是径向连接所述长弧形本体的两相对末端。 The floor through-hole template device according to claim 1, wherein the long curved body, the first connecting end and the second connecting end are integrally formed, wherein the first connecting end and the second connecting end are respectively The two opposite ends of the long curved body are radially connected.
  5. 根据权利要求1所述的楼板通孔模板装置,其特征在于,所述长弧形本体还具有至少一第三连接端用于连接楼板建筑中的钢筋。 The floor through-hole template device according to claim 1, wherein the long curved body further has at least one third connecting end for connecting the reinforcing bars in the floor building.
  6. 根据权利要求1所述的楼板通孔模板装置,其特征在于,所述长弧形本体还具有至少一第四连接端用于连接成型筒的筒壁。 The floor through-hole template device according to claim 1, wherein the long curved body further has at least one fourth connecting end for connecting the barrel wall of the forming cylinder.
  7. 根据权利要求1所述的楼板通孔模板装置,其特征在于,所述长弧形本体还包括: The slab through hole template device of claim 1 , wherein the long curved body further comprises:
    数个可分离的短弧形本体,沿着所述筒壁的外圆周面作一环形排列,其中每一短弧形本体皆具有前述第一连接端及第二连接端,通过每一短弧形本体的第二连接端与另一邻近的短弧形本体的第一连接端相互连接,使所述数个短弧形本体串接成长弧形本体。a plurality of separable short arc-shaped bodies arranged in an annular shape along an outer circumferential surface of the cylinder wall, wherein each of the short arc-shaped bodies has the first connecting end and the second connecting end, and each short arc The second connecting end of the shaped body is interconnected with the first connecting end of another adjacent short curved body, such that the plurality of short curved bodies are connected in series to the curved curved body.
  8. 根据权利要求7所述的楼板通孔模板装置,其特征在于,所述长弧形本体还包括:数对锁固件,与每一短弧形本体的第一连接端及第二连接端上分别形成的至少一孔洞接合,将所述数个短弧形本体串接成所述长弧形本体。 The floor through-hole template device of claim 7 , wherein the long curved body further comprises: a plurality of pairs of locks, and a first connection end and a second connection end of each short curved body respectively The formed at least one hole is joined to connect the plurality of short curved bodies into the long curved body.
  9. 根据权利要求7所述的楼板通孔模板装置,其特征在于,所述短弧形本体是由一种可变形的弹性体制作而成。The floor through-hole template device of claim 7 wherein said short curved body is fabricated from a deformable elastomer.
  10. 根据权利要求7所述的楼板通孔模板装置,其特征在于,所述短弧形本体是由金属材质制作而成。 The floor through-hole template device according to claim 7, wherein the short curved body is made of a metal material.
  11. 根据权利要求7所述的楼板通孔模板装置,其特征在于,每一个短弧形本体的弧度介于π至2π/3间。 The floor through-hole template device according to claim 7, wherein each of the short curved bodies has an arc of between π and 2π/3.
  12. 根据权利要求9所述的楼板通孔模板装置,其特征在于,所述长弧形本体的弧度大于每一短弧形本体的弧度但是等于或小于筒壁的外圆周面的弧度。 The floor through-hole template device according to claim 9, wherein the arc of the long curved body is larger than the curvature of each short curved body but equal to or smaller than the curvature of the outer circumferential surface of the cylindrical wall.
  13. 一种紧固组件,用于楼板建筑中的楼板通孔模板装置,其特征在于:所述紧固组件包括: A fastening assembly for a floor through-hole template device in a slab building, characterized in that the fastening assembly comprises:
    一长弧形本体;以及 一第一连接端与一第二连接端,分别位于所述长弧形本体的两相对端上,其中所述长弧形本体具有一可调整的弧度,通过所述可调整弧度的延伸,所述长弧形本体的第一连接端与第二连接端相互连接。a long curved body; a first connecting end and a second connecting end respectively located on opposite ends of the long curved body, wherein the long curved body has an adjustable arc through the extension of the adjustable arc The first connecting end and the second connecting end of the long curved body are connected to each other.
  14. 根据权利要求13所述的紧固组件,其特征在于,所述紧固组件还包括一对锁固件,且第一连接端及第二连接端分别形成至少一孔洞,通过所述锁固件及所述孔洞的接合,将所述第一连接端及第二连接端相互连接。 The fastening assembly according to claim 13, wherein the fastening assembly further comprises a pair of locking members, and the first connecting end and the second connecting end respectively form at least one hole through the locking device and the The joining of the holes connects the first connecting end and the second connecting end to each other.
  15. 根据权利要求13所述的紧固组件,其特征在于,所述长弧形本体还包括:The fastening assembly of claim 13 wherein said long curved body further comprises:
    数个可分离的短弧形本体沿着所述可调整弧度逐一串接,其中每一短弧形本体皆具有前述第一连接端及第二连接端,通过每一短弧形本体的第二连接端与另一邻近的短弧形本体的第一连接端相互连接,使所述数个短弧形本体串接成长弧形本体。a plurality of separable short arc-shaped bodies are serially connected one by one along the adjustable arc, wherein each of the short arc-shaped bodies has the first connecting end and the second connecting end, and the second through each short curved body The connecting end is connected to the first connecting end of another adjacent short curved body, so that the plurality of short curved bodies are connected in series to the curved arc body.
  16. 根据权利要求15所述的紧固组件,其特征在于,所述长弧形本体还包括:The fastening assembly of claim 15 wherein said long curved body further comprises:
    数对锁固件,与每一短弧形本体的第一连接端及第二连接端上分别形成的至少一孔洞接合,将所述数个短弧形本体串接成所述长弧形本体。The pair of locking fasteners are engaged with at least one hole formed on each of the first connecting end and the second connecting end of each short curved body, and the plurality of short curved bodies are serially connected into the long curved body.
  17. 根据权利要求15所述的紧固组件,其特征在于,所述短弧形本体是由一种可变形的弹性体制作而成。 The fastening assembly of claim 15 wherein said short curved body is fabricated from a deformable elastomer.
  18. 根据权利要求15所述的紧固组件,其特征在于,所述短弧形本体是由金属材质制作而成。 The fastening assembly of claim 15 wherein said short curved body is fabricated from a metallic material.
  19. 根据权利要求17所述的紧固组件,其特征在于,所述长弧形本体的弧度大于每一短弧形本体的弧度但是等于或小于筒壁的外圆周面的弧度。 The fastening assembly of claim 17 wherein the arcuate body has an arc greater than the arc of each of the short arcuate bodies but is equal to or less than the arc of the outer circumferential surface of the barrel wall.
PCT/CN2010/078976 2010-10-08 2010-11-22 Through hole template device for floor plate and the fastening assembly thereof WO2012045218A1 (en)

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CN2010105076032A CN101982635A (en) 2010-10-08 2010-10-08 Floorslab through hole template device and fastening assembly thereof
CN201010507603.2 2010-10-08

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9986863B2 (en) 2009-02-13 2018-06-05 Koninklijke Philips N.V. Floor construction with variable grade of resilience
US20150027076A1 (en) * 2013-07-29 2015-01-29 Benjamin Joseph Pimentel Sleeve Device For Increasing Shear Capacity
DE202016103203U1 (en) * 2016-06-16 2017-09-19 Thomas Mösch Designed as a thrust element device for reinforcing a concrete pavement
US9915064B1 (en) * 2016-11-11 2018-03-13 Mark E. Sanders Method and apparatus for reducing propagation of cracks in concrete

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2666121B2 (en) * 1994-02-04 1997-10-22 三男 佐々木 Formwork elements and prefabricated formwork using them
CN2467297Y (en) * 2001-03-19 2001-12-26 奇美实业股份有限公司 Forming apparatus for concrete floorslab headspace open
CN1584262A (en) * 2004-06-03 2005-02-23 奇美实业股份有限公司 Forming apparatus and constructing method (2) for concrete floorslab futuring aperturing
CN2760161Y (en) * 2004-09-06 2006-02-22 竝庆机械有限公司 Perforating device for concrete floorslab
CN200940346Y (en) * 2006-08-31 2007-08-29 谭少超 Support mould for pipeline mounting and filling holes
CN201129032Y (en) * 2007-11-09 2008-10-08 新疆生产建设兵团建筑工程科学技术研究院有限责任公司 Pipe mouth formwork-supporting device

Family Cites Families (50)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US273742A (en) * 1883-03-13 Blast-furnace
US29731A (en) * 1860-08-21 Improvement in the construction- and joining of pipes
US357624A (en) * 1887-02-15 Pipe-coupling
US302752A (en) * 1884-07-29 marsden
US624484A (en) * 1899-05-09 Hanger for supporting small metallic pipes
US700704A (en) * 1901-06-17 1902-05-20 Clarence Lyman Parker DEVICE FOR TIGHTENING OR LOOSENING HOOPS OF TANKS, VATS, &c.
US883673A (en) * 1907-08-27 1908-03-31 Cola W Shepard Stovepipe-hanger.
US906806A (en) * 1908-06-03 1908-12-15 John C Kortick Pipe-hanger.
US941204A (en) * 1908-08-15 1909-11-23 Gustavus Adolphus Pittman Well-tubing and means for connecting sections thereof.
US1052103A (en) * 1911-07-27 1913-02-04 Willis J Tuttle Hose-clamp.
US1116049A (en) * 1911-09-30 1914-11-03 Knox Mfg Company Hose-clamp.
US1669934A (en) * 1927-10-13 1928-05-15 George I Goldwyn Metallic collar and the like
US1912459A (en) * 1931-09-23 1933-06-06 American Hard Rubber Co Device for vulcanizing flanges on tank car manholes
US2004182A (en) * 1933-11-01 1935-06-11 Vulcan Soot Blower Corp Strap with attached washers and method of making the same
US2635900A (en) * 1948-11-30 1953-04-21 Douglas Aircraft Co Inc Pressure-tight tube joint
US2720079A (en) * 1952-12-30 1955-10-11 Gen Motors Corp Conduit clamp
US3211475A (en) * 1962-08-28 1965-10-12 Duriron Co Flexible pipe coupling
BE664547A (en) * 1964-05-27
US3229998A (en) * 1964-06-17 1966-01-18 Reynolds Metals Co Split sleeve pipe coupling
US3458217A (en) * 1966-11-25 1969-07-29 Joseph D Pride Jr Tubular coupling having low profile band segments with means for preventing relative rotation
GB1249499A (en) * 1969-04-29 1971-10-13 Avica Equip Improvements in and relating to circular clamps
US3848839A (en) * 1972-01-25 1974-11-19 G Tillman Conduit support clamp
US3856245A (en) * 1973-03-14 1974-12-24 Viking Industries Pipe mounting clamp
DE3126488C2 (en) * 1981-07-04 1983-04-21 Fa. A. Raymond, 7850 Lörrach Pipe clamp
DE3621484A1 (en) * 1986-06-24 1988-01-21 Hubert Combe PIPE CLAMP FOR SELECTIVE PENDING AND RIGID SUSPENSION OF PIPES
US4885122A (en) * 1986-10-30 1989-12-05 Westinghouse Electric Corp. Instrumentation port clamps
ATE142303T1 (en) * 1991-08-15 1996-09-15 Bruce G Barton Jr METHOD AND DEVICE FOR PRODUCING CUTOUTS IN CONCRETE WALLS
CA2077400A1 (en) * 1991-10-08 1993-04-09 Mikhail Leyderman Mandrel and a method of making a rigid tubular article
US5315742A (en) * 1993-01-13 1994-05-31 Murray Corporation Hose clamp with open diameter lock
US5492656A (en) * 1994-07-05 1996-02-20 Tracy; Mark Apparatus and method for manhole collar construction
US5593143A (en) * 1995-03-30 1997-01-14 Ferrarin; James A. Universal fence post connector
JP3083795B2 (en) * 1997-07-14 2000-09-04 二三産業株式会社 Sleeve pipe fitting for floor through hole construction
US5943743A (en) * 1998-08-11 1999-08-31 Builder's Best, Inc. Hose clamp
JP2000145142A (en) * 1998-11-09 2000-05-26 Tsugio Yanagisawa Jig for forming through hole in concrete frame
US6102341A (en) * 1998-12-31 2000-08-15 Ball; Richard Speed clip hanger bracket
KR100318038B1 (en) * 1999-09-07 2001-12-22 안중기 Apparatus for coupling of waterway duct
US6877191B2 (en) * 2001-09-17 2005-04-12 Dwws, Llc Band clamp
US6481673B1 (en) * 2001-10-10 2002-11-19 Fleetguard, Inc. Muffler hanger system
US6594869B1 (en) * 2002-01-28 2003-07-22 Dian-Tai Chen Tube clamp
US6702338B2 (en) * 2002-05-09 2004-03-09 Heat-Fab, Inc. Flue gas conduit joining connection
JP3739342B2 (en) * 2002-08-06 2006-01-25 株式会社アカギ Suspension band for piping
US7146689B2 (en) * 2002-10-25 2006-12-12 Press-Seal Gasket Corporation Expansion ring assembly
US7213790B2 (en) * 2003-10-02 2007-05-08 Piping Technology & Products, Inc. Method and apparatus for supporting an insulated pipe
US7114752B2 (en) * 2003-10-16 2006-10-03 Voelker Dean E Slip coupling for pipe
US7140579B2 (en) * 2004-04-20 2006-11-28 Automatic Fire Control, Incorporated Sway brace clamp
US7712796B2 (en) * 2004-05-14 2010-05-11 Victaulic Company Deformable mechanical pipe coupling
JP4046741B2 (en) * 2004-09-06 2008-02-13 リサーチ インスティチュート オブ インダストリアル サイエンス アンド テクノロジー Grout reinforcement
BRPI0518339B1 (en) * 2004-11-19 2018-06-05 Breeze-Torca Products, Llc STRAP CLAMP AND METHOD OF HOLDING A STRAP CLAMP AROUND TUBULAR MEMBERS
JP2006275076A (en) * 2005-03-28 2006-10-12 Akagi:Kk Suspending band for piping
CN101338619B (en) * 2008-01-31 2011-07-27 朱飞虹 Mould for manufacturing methane tank

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2666121B2 (en) * 1994-02-04 1997-10-22 三男 佐々木 Formwork elements and prefabricated formwork using them
CN2467297Y (en) * 2001-03-19 2001-12-26 奇美实业股份有限公司 Forming apparatus for concrete floorslab headspace open
CN1584262A (en) * 2004-06-03 2005-02-23 奇美实业股份有限公司 Forming apparatus and constructing method (2) for concrete floorslab futuring aperturing
CN2760161Y (en) * 2004-09-06 2006-02-22 竝庆机械有限公司 Perforating device for concrete floorslab
CN200940346Y (en) * 2006-08-31 2007-08-29 谭少超 Support mould for pipeline mounting and filling holes
CN201129032Y (en) * 2007-11-09 2008-10-08 新疆生产建设兵团建筑工程科学技术研究院有限责任公司 Pipe mouth formwork-supporting device

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