JP3224040U - Height adjustable bracket and support device using the bracket - Google Patents
Height adjustable bracket and support device using the bracket Download PDFInfo
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- JP3224040U JP3224040U JP2019003340U JP2019003340U JP3224040U JP 3224040 U JP3224040 U JP 3224040U JP 2019003340 U JP2019003340 U JP 2019003340U JP 2019003340 U JP2019003340 U JP 2019003340U JP 3224040 U JP3224040 U JP 3224040U
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- 238000005498 polishing Methods 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000000465 moulding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 3
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
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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
-
- 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
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/061—Shores or struts; Chocks telescopic with parts held together by positive means by pins
- E04G25/063—Shores or struts; Chocks telescopic with parts held together by positive means by pins with safety devices to avoid the accidental loss or unlocking of the pin, e.g. chains attaching the pin to the prop
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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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/06—Consoles; Brackets
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/10—Steps or ladders specially adapted for scaffolds
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
【課題】ブラケットは着脱しやすく、既存の支持装置の高さを容易に延長することができる高さ調節可能なブラケット及びそのブラケットを用いた支持装置を提供する。【解決手段】支持パイプと、支持パイプに設けられた雄ねじ部101と、支持パイプに挿設されたU型固定部2と、雄ねじ部に挿設された高さ調節部と、支持パイプの両端部に設けられた径方向貫通穴102と、接合パイプと、接合パイプに設けられた高さの異なる2つの径方向接合用貫通穴401と、少なくとも1本の横方向接続部5とを含み、接合パイプの一端部を、径方向貫通穴を開設する支持パイプの一端部内に挿入し、径方向貫通穴と1つの径方向接合用貫通穴を合わせた後、横方向接続部を径方向貫通穴と径方向接合用貫通穴に貫通し、支持パイプと接合パイプを接続し、支持パイプは雄ねじ部と研磨パイプ部103によって一体成形で形成され、研磨パイプ部の外壁に円盤状接続プレート6が設けられる。【選択図】図2A bracket that can be easily attached and detached and that can easily extend the height of an existing support device and a support device using the bracket. A support pipe, a male screw part 101 provided on the support pipe, a U-shaped fixing part 2 inserted in the support pipe, a height adjusting part inserted in the male screw part, and both ends of the support pipe Including a radial through hole 102 provided in a portion, a joining pipe, two radial joining through holes 401 having different heights provided in the joining pipe, and at least one lateral connection portion 5; One end of the joining pipe is inserted into one end of the support pipe that opens the radial through hole, the radial through hole and one radial joining through hole are combined, and then the lateral connection portion is joined to the radial through hole. The support pipe and the joining pipe are connected to each other, and the support pipe is integrally formed by the male screw portion and the polishing pipe portion 103, and the disk-shaped connection plate 6 is provided on the outer wall of the polishing pipe portion. It is done. [Selection] Figure 2
Description
本考案は建築施工中に使用される、耐力梁と床スラブを支持する支持装置に関し、特に支持装置における一部の縦管を延長するブラケット及び当該ブラケットを用いた支持装置に関する。 The present invention relates to a support device for supporting a load-bearing beam and a floor slab, which is used during construction work, and more particularly to a bracket extending a part of a vertical pipe in the support device and a support device using the bracket.
建物施工中において、地面に大量の縦管と横管から構成された支持装置を設置する必要があり、次に支持装置に木板や鋼板を設置し、木板や鋼板にコンクリートを注入し、建物の頂部をつくる。支持装置の上方にある必要な支持対象位置は耐力梁と、耐力梁の間にある床スラブとの2つの部分を含む。床スラブの底面は耐力梁の底面より高いため、この2つの部分に支持装置を設置する時、耐力梁を支持する縦管の高さは床スラブを支持する縦管の高さより小さい。この問題を解決するためには、多くの場合、より高い組立ブラケットを個別に設置して、床スラブの支持を提供するので、より多くの人的・物的資源が必要とされ、施工コストが増加する。 During the construction of the building, it is necessary to install a supporting device composed of a large number of vertical and horizontal pipes on the ground. Make the top. The required support target position above the support device includes two parts: a load-bearing beam and a floor slab between the load-bearing beams. Since the bottom surface of the floor slab is higher than the bottom surface of the load-bearing beam, the height of the vertical tube that supports the load-bearing beam is smaller than the height of the vertical tube that supports the floor slab when the support device is installed in these two portions. To solve this problem, in many cases, higher assembly brackets are installed separately to provide floor slab support, which requires more human and material resources and lowers construction costs. To increase.
従来技術の欠点を克服するために、本考案は、従来の支持装置の縦管に接続されて縦管の高さを増やすための高さ調節可能なブラケットを提供することを目的とする。 To overcome the disadvantages of the prior art, the present invention aims to provide a height adjustable bracket connected to the longitudinal tube of a conventional support device to increase the height of the longitudinal tube.
本考案の他の目的は、さまざまなシナリオで上記ブラケットを適用した支持装置を提供することである。 Another object of the present invention is to provide a support device to which the bracket is applied in various scenarios.
本考案は、上記の目的を達成するため、次の技術的解決手段を講じる。高さ調節可能なブラケットは、支持パイプと、支持パイプに設けられた雄ねじ部と、支持パイプに挿設されたU型固定部と、雄ねじ部に挿設されU型固定部の下方に位置する高さ調節部と、支持パイプの両端部に設けられた径方向貫通穴と、接合パイプと、接合パイプに設けられた2つの径方向接合用貫通穴と、少なくとも1本の横方向接続部とを含み、接合パイプの一端部を、径方向貫通穴を開設する支持パイプの一端部内に挿入し、径方向貫通穴と1つの径方向接合用貫通穴を合わせた後、横方向接続部を径方向貫通穴と径方向接合用貫通穴に貫通し、支持パイプと接合パイプを接続する。U型固定部は支持パイプに対して摺動し、特に雄ねじ部に摺動することができる。ただし、高さ調節部は雄ねじ部に沿って上下に移動し、且つ雄ねじ部の任意の位置に固定するため、U型固定部を支持することで、U型固定部が支持装置に設けられた任意の高さのある横方向耐力部(横梁、木板や鋼材など)を支持することができる。高さの異なる2つの径方向接合用貫通穴を設けた接合パイプによって、支持パイプが支持装置のいずれかの縦管と素早く接続でき、縦管を高さ方向に沿って延長しやすい。 In order to achieve the above object, the present invention takes the following technical solutions. The height-adjustable bracket is located below the support pipe, the external thread portion provided on the support pipe, the U-shaped fixing portion inserted into the support pipe, and the U-shaped fixing portion. A height adjustment portion, radial through holes provided at both ends of the support pipe, a joining pipe, two radial joining through holes provided in the joining pipe, and at least one lateral connection portion; And inserting one end portion of the joining pipe into one end portion of the support pipe that opens the radial through hole, and combining the radial through hole and one radial joining through hole, The support pipe and the joining pipe are connected through the direction through hole and the radial joining through hole. The U-shaped fixing part slides with respect to the support pipe, and in particular, can slide on the male screw part. However, the height adjustment part moves up and down along the male screw part, and is fixed to an arbitrary position of the male screw part, so that the U-type fixing part is provided in the support device by supporting the U-type fixing part. It is possible to support a lateral load-bearing portion (transverse beam, wood board, steel, etc.) having an arbitrary height. The joining pipe provided with two radial joining through holes having different heights allows the support pipe to be quickly connected to any of the longitudinal pipes of the support device, and the longitudinal pipe can be easily extended along the height direction.
好ましくは前記支持パイプは雄ねじ部と研磨パイプ部によって一体成形で形成され、研磨パイプ部の外壁に円盤状接続プレートが挿設され、円盤状接続プレートがU型固定部の上方に位置する。 Preferably, the support pipe is integrally formed of a male thread portion and a polishing pipe portion, a disk-shaped connection plate is inserted on the outer wall of the polishing pipe portion, and the disk-shaped connection plate is positioned above the U-shaped fixing portion.
好ましくは研磨パイプ部の端部と雄ねじ部の端部に径方向貫通穴が配設され、前記雄ねじ部に設けられた径方向貫通穴と径方向接合穴を合わせた後、横方向接続部を径方向貫通穴と径方向接合用貫通穴に通し、支持パイプと接合パイプを接続する。2つの径方向貫通穴の設置は、支持パイプ両端の伸びを実現しやすい。 Preferably, a radial through hole is disposed at the end of the polishing pipe portion and the end of the male screw portion, and after aligning the radial through hole provided in the male screw portion and the radial joining hole, the lateral connection portion is The support pipe and the joining pipe are connected through the radial through hole and the radial joining through hole. The installation of the two radial through holes facilitates the elongation of both ends of the support pipe.
好ましくは高さ調節部は旋回部と、旋回部の外壁に対称的に設けられた2つの支持ブロックとによって一体成形で形成され、前記旋回部の内壁に雄ねじ部のねじ山に対応するねじ山が設けられる。 Preferably, the height adjusting part is integrally formed by a turning part and two support blocks symmetrically provided on the outer wall of the turning part, and the thread corresponding to the thread of the male thread part on the inner wall of the turning part. Is provided.
好ましくは前記横方向接続部はボルトであり、ボルトの一端に固定ナットが設けられ、他端に取外可能なナットが設けられ、且つ横方向接続部の数量は1本である。 Preferably, the lateral connection portion is a bolt, a fixing nut is provided at one end of the bolt, a removable nut is provided at the other end, and the number of the lateral connection portions is one.
m行、n列(m、nは1以上の整数とする)の縦管を含む少なくとも1つの組立ブラケットを備えた、高さ調節可能なブラケットを用いた支持装置においては、組立ブラケットの少なくとも1本の縦管の上端に少なくとも1つのブラケットが設けられる。 In a support device using a height-adjustable bracket having at least one assembly bracket including m rows and n columns (m and n are integers of 1 or more), at least one of the assembly brackets. At least one bracket is provided at the upper end of the vertical tube.
好ましくは前記組立ブラケットは1つであり、組立ブラケットのうち1行の最外側にある1本の縦管の上端に少なくとも1つのブラケットが設けられ、接合パイプの下端と縦管の上端が接続され、組立ブラケットに設けられた支持板の端部とブラケットのU型固定部が接続される。 Preferably, the number of the assembly brackets is one, and at least one bracket is provided at the upper end of one vertical pipe in the outermost row of the assembly bracket, and the lower end of the joining pipe is connected to the upper end of the vertical pipe. The end portion of the support plate provided on the assembly bracket is connected to the U-shaped fixing portion of the bracket.
前記組立ブラケットは1つであり、m、nは2以上の整数であり、組立ブラケットの任意の2行の縦管のうち各行縦管の最外側にある2本の縦管の上端に少なくとも1つのブラケットが配設され、ブラケットは接合パイプを介して縦管の上端に接続され、また組立ブラケットに設けられた2本の横梁と2本の工形鋼梁を含み、横梁の両端部は同じ行にある2本の縦管のブラケットのU型固定部に接続され、且つ横梁の両端は最外側にある2本の縦管から外へ出るように形成され、工形鋼梁の両端は2本の横梁の同側にあるそれぞれ両端の下表面に垂直接続される。 The number of the assembly bracket is one, m and n are integers of 2 or more, and at least one of the upper ends of the two vertical tubes at the outermost side of each of the vertical tubes of any two rows of the assembly bracket. There are two brackets, the bracket is connected to the upper end of the vertical pipe through the joint pipe, and also includes two cross beams and two shaped steel beams provided on the assembly bracket, both ends of the cross beam are the same It is connected to the U-shaped fixing part of the brackets of the two vertical pipes in the row, and both ends of the cross beam are formed so as to go out from the two vertical pipes on the outermost side. Vertically connected to the lower surface of each end on the same side of the cross beam.
又は、前記組立ブラケットは2つであり、耐力梁と床スラブを支持し、2つの組立ブラケットは左右に配置され、左側にある組立ブラケットの少なくとも1行の縦管の最右側上端に少なくとも1つのブラケットが設けられ、ブラケットの上端に1本の支持部が設けられ、右側にある組立ブラケットの少なくとも1行の縦管の最左側上端に少なくとも1つのブラケットが設けられ、ブラケットの上端に1本の支持部が設けられる。 Alternatively, the number of the assembly brackets is two, supports the load-bearing beam and the floor slab, the two assembly brackets are arranged on the left and right, and at least one at the rightmost upper end of the vertical pipe of at least one row of the assembly bracket on the left side. A bracket is provided, one support is provided at the upper end of the bracket, at least one bracket is provided at the uppermost left end of the vertical tube of at least one row of the assembly bracket on the right side, and one support is provided at the upper end of the bracket. A support is provided.
好適な効果は、U型固定部は支持パイプに対して摺動し、特に雄ねじ部に摺動することができる。ただし、高さ調節部は雄ねじ部に沿って上下に移動し、且つ雄ねじ部の任意の位置に固定するため、U型固定部を支持することで、U型固定部が支持装置に設けられた任意の高さのある横方向耐力部(横梁など)を支持することができる。高さの異なる2つの径方向接合用貫通穴を設けた接合パイプによって、支持パイプが支持装置のいずれかの縦管と素早く接続し、縦管を高さ方向に沿って延長しやすい。上記ブラケットを用いた支持装置は、必要に応じて、支持装置の1本又は複数本の縦管にブラケットを設置し、縦管を延長することができるため、特定の状況でも個別の組立ブラケットを設置する必要がない。従来技術に比べ、ブラケットは着脱しやすく、既存の支持装置の高さを簡単に延長することができる。また支持装置が延びているため、既存の支持装置の利用率を高め、人的・物的資源を節約し、施工コストを低減させることができる。 A preferable effect is that the U-shaped fixing portion slides with respect to the support pipe, and in particular, can slide on the male screw portion. However, the height adjustment part moves up and down along the male screw part, and is fixed to an arbitrary position of the male screw part, so that the U-type fixing part is provided in the support device by supporting the U-type fixing part. It is possible to support a lateral load bearing (such as a horizontal beam) having an arbitrary height. With the joining pipe provided with two radial joining through holes having different heights, the support pipe can be quickly connected to one of the longitudinal pipes of the support device, and the longitudinal pipe can be easily extended along the height direction. The support device using the bracket can install the bracket on one or more vertical pipes of the support device and extend the vertical pipe as needed. There is no need to install. Compared to the prior art, the bracket is easy to attach and detach, and the height of the existing support device can be easily extended. Further, since the supporting device is extended, the utilization rate of the existing supporting device can be increased, human and material resources can be saved, and the construction cost can be reduced.
当業者が本実用新型をよりよく理解するため、添付の図面及び実施形態を用いて本考案を詳細に説明する。 In order that those skilled in the art may better understand the new utility model, the present invention will be described in detail with reference to the accompanying drawings and embodiments.
図1、図2に示すように、高さ調節可能なブラケットは、支持パイプ1と、支持パイプに設けられた雄ねじ部101と、支持パイプに挿設されたU型固定部2と、雄ねじ部に挿設されU型固定部2の下方に位置する高さ調節部3と、支持パイプ1のすくなくとも一端部に設けられた径方向貫通穴102と、接合パイプ4と、接合パイプに設けられた2つの径方向接合用貫通穴401と、少なくとも1本の横方向接続部5とを含み、接続する時には、接合パイプ4の一端部を、径方向貫通穴102を開設する支持パイプの一端部内に挿入し、径方向貫通穴102と1つの径方向接合用貫通穴401を合わせた後、横方向接続部5を径方向貫通穴と径方向接合用貫通穴に貫通し、支持パイプ1と接合パイプ4を接続する。支持パイプ1と接合パイプ4は分離式設計を採用する。接合用貫通穴401が摩耗した場合、調節可能なブラケットを廃棄せず、交換すればよいので、コストを節約できる。 As shown in FIGS. 1 and 2, the height-adjustable bracket includes a support pipe 1, a male screw portion 101 provided on the support pipe, a U-shaped fixing portion 2 inserted in the support pipe, and a male screw portion. The height adjusting part 3 that is inserted in the U-shaped fixing part 2, the radial through hole 102 provided in at least one end of the support pipe 1, the joining pipe 4, and the joining pipe. It includes two radial joining through holes 401 and at least one lateral connection portion 5, and when connecting, one end of the joining pipe 4 is placed in one end of the support pipe that opens the radial through hole 102. After inserting and aligning the radial through hole 102 and one radial joining through hole 401, the transverse connecting portion 5 is passed through the radial through hole and the radial joining through hole, and the support pipe 1 and the joining pipe are inserted. 4 is connected. The support pipe 1 and the joining pipe 4 adopt a separable design. When the joining through-hole 401 is worn, the adjustable bracket is not discarded and may be replaced, thus saving costs.
本実施形態において、前記支持パイプ1は雄ねじ部101と研磨パイプ部103によって一体成形で形成され、研磨パイプ部の外壁に円盤状接続プレート6が挿設され、円盤状接続プレート6はU型固定部の上方に位置する。円盤状接続プレート6は既存の建築施工現場の支持フレームによく使用されている、支持パイプ1とさまざまな横管や斜管の接続に使用されている。円盤状接続プレート6は既存の建築施工現場の支持フレームの同じ用途にもよく使用されている。 In the present embodiment, the support pipe 1 is integrally formed by a male thread portion 101 and a polishing pipe portion 103, and a disk-shaped connection plate 6 is inserted on the outer wall of the polishing pipe portion, and the disk-shaped connection plate 6 is fixed in a U shape. Located above the part. The disk-shaped connection plate 6 is used to connect the support pipe 1 and various horizontal pipes and slant pipes, which are often used for a support frame in an existing construction site. The disk-shaped connection plate 6 is often used for the same application of a support frame in an existing construction site.
支持パイプ1自体を接合パイプとして使用するためには、研磨パイプ部103の端部と雄ねじ部の端部に径方向貫通穴102が配設され、前記雄ねじ部に設けられた径方向貫通穴102と径方向接合穴401を合わせた後、横方向接続部5を径方向貫通穴と径方向接合用貫通穴に通した後、支持パイプと接合パイプを接続する。2つの径方向貫通穴102の設置は、支持パイプ1両端の伸びを実現する。 In order to use the support pipe 1 itself as a joining pipe, radial through holes 102 are provided at the end of the polishing pipe portion 103 and the end of the male screw portion, and the radial through hole 102 provided in the male screw portion. After the radial joint hole 401 is aligned, the lateral connection portion 5 is passed through the radial through hole and the radial joint through hole, and then the support pipe and the joint pipe are connected. The installation of the two radial through holes 102 realizes elongation of both ends of the support pipe 1.
高さ調節部3は旋回部301と、旋回部の外壁に対称的に設けられた2つの支持ブロック302とによって一体成形で形成され、前記旋回部301の内壁に雄ねじ部のねじ山に対応するねじ山が設けられる。 The height adjusting unit 3 is formed by integral molding by the swivel unit 301 and two support blocks 302 provided symmetrically on the outer wall of the swivel unit, and corresponds to the thread of the male screw portion on the inner wall of the swivel unit 301. A thread is provided.
本実施形態において、横方向接続部5は1本設置すればよい。また前記横方向接続部5は1本のボルトであり、ボルト一端に固定ナットが設けられ、他端に取外可能なナット7が設けられる。 In the present embodiment, one horizontal connection portion 5 may be installed. Moreover, the said horizontal direction connection part 5 is one volt | bolt, a fixed nut is provided in one end of a volt | bolt, and the detachable nut 7 is provided in the other end.
図3、図4に示したブラケットを用いた支持装置の第1の実施形態である。本実施形態において、前記組立ブラケットは2つであり、m行、n列(m、nは1以上の整数とする)の縦管を含む。当該組立ブラケットは耐力梁11と床スラブ12を支持し、2つの組立ブラケットは左右に配置され、左側にある組立ブラケットの少なくとも1行の縦管13の最右側上端に少なくとも1つのブラケットが設けられ、ブラケットの上端に1本の支持部14が設けられ、右側にある組立ブラケットの少なくとも1行の縦管の最左側13の上端に少なくとも1つのブラケットが設けられ、ブラケットの上端に1本の支持部14が設けられる。耐力梁の底面は床スラブの底面より低いので、耐力梁を支持する縦管の高さは床スラブを支持する縦管の高さより小さい。従来のやり方によれば、床スラブ12を支持するには、より高い組立ブラケットを別途で設置する必要があるため、取付時間とコストが増加し、占有スペースも大きい。 It is 1st Embodiment of the support apparatus using the bracket shown in FIG. 3, FIG. In this embodiment, the number of the assembly brackets is two, and includes m columns and n columns (m and n are integers of 1 or more). The assembly bracket supports the load-bearing beam 11 and the floor slab 12, the two assembly brackets are arranged on the left and right, and at least one bracket is provided at the uppermost right end of the vertical tube 13 of at least one row of the assembly bracket on the left side. , One support portion 14 is provided at the upper end of the bracket, at least one bracket is provided at the upper left end 13 of the vertical tube of at least one row of the assembly bracket on the right side, and one support is provided at the upper end of the bracket. A portion 14 is provided. Since the bottom surface of the load-bearing beam is lower than the bottom surface of the floor slab, the height of the vertical tube that supports the load-bearing beam is smaller than the height of the vertical tube that supports the floor slab. According to the conventional method, in order to support the floor slab 12, it is necessary to separately install a higher assembly bracket, so that the installation time and cost increase, and the occupied space is large.
もちろん、代替方法として、組立ブラケットの各縦管に1つのブラケットを設置し、各ブラケットに1つの支持部14を設けることにより、支持部が床スラブの底面を直接的に支持でき、ブラケットのU型固定部2を他の支持装置と同じレベルまで調整して耐力梁を支持することができる。 Of course, as an alternative method, one bracket is installed in each vertical pipe of the assembly bracket, and one support portion 14 is provided in each bracket, so that the support portion can directly support the bottom surface of the floor slab. It is possible to support the load-bearing beam by adjusting the mold fixing unit 2 to the same level as other supporting devices.
実際の状況に応じて、組立ブラケットの複数行の縦管の左側、右側にブラケットと支持部を設置することができる。本実施形態において、組立ブラケットの4行の縦管の左右側にあるブラケットにブラケットと支持部が配列されるため、床スラブを支持するには、より高い組立ブラケットを個別に設置する必要がない。従来技術に比べ、さらに組立ブラケットを十分に利用でき、各ブラケットの円盤状接続プレートを横棒で固定し、支持装置の最高負荷力を達成する。測定により、従来技術において組立ブラケットの総支持力の利用率は約25.8%であるか、本考案において組立ブラケットの総支持力の利用率は約51.25%である。従来のやり方については、図7、8を参照する。 Depending on the actual situation, the brackets and supporting portions can be installed on the left and right sides of the vertical tubes in a plurality of rows of the assembly bracket. In the present embodiment, since the bracket and the support portion are arranged on the brackets on the left and right sides of the four vertical pipes of the assembly bracket, it is not necessary to separately install a higher assembly bracket to support the floor slab. . Compared to the prior art, the assembly brackets can be fully utilized, and the disk-shaped connection plate of each bracket is fixed with a horizontal bar to achieve the maximum load force of the support device. According to the measurement, the utilization rate of the total support force of the assembly bracket is about 25.8% in the prior art, or the utilization rate of the total support force of the assembly bracket is about 51.25% in the present invention. For the conventional method, refer to FIGS.
図5に示したブラケットを用いた支持装置の第2の実施形態のように、本実施形態において、前記組立ブラケットは1つであり、m行、n列(m、nは1以上の整数である)の縦管を含む。組立ブラケットの1行の最外側の1本の縦管8の上端に少なくとも1つのブラケットが設けられ、接合パイプ4の下端は縦管8の上端に接続され、組立ブラケットに設けられた支持板18の端部はブラケットのU型固定部2に接続される。この実施形態の用途は、既存の縦管を高さの方向に沿って延長することにより、U型固定部2の高さ調節することが可能となり、支持板18の端部を支持することが可能になるほかに、支持パイプ1に設けられた円盤状接続プレート6を介して横管に接続することによって、組立ブラケットの周縁の防護柵を形成することもできる。 As in the second embodiment of the support device using the bracket shown in FIG. 5, in this embodiment, there is one assembly bracket, and m rows and n columns (m and n are integers of 1 or more). (Includes) vertical tube. At least one bracket is provided at the upper end of one outermost vertical pipe 8 in one row of the assembly bracket, and the lower end of the joining pipe 4 is connected to the upper end of the vertical pipe 8 so that the support plate 18 provided on the assembly bracket is provided. Is connected to the U-shaped fixing part 2 of the bracket. In this embodiment, the height of the U-shaped fixing portion 2 can be adjusted by extending an existing vertical pipe along the height direction, and the end portion of the support plate 18 can be supported. In addition to this, a protective fence on the periphery of the assembly bracket can be formed by connecting to the horizontal pipe via a disk-shaped connection plate 6 provided on the support pipe 1.
図6に示したブラケットを用いた支持装置の第3の実施形態のように、工形鋼梁の横梁に吊り下げ用支持装置を設置するために組立ブラケットに2本の吊り下げ式工形鋼梁を設置される。本実施形態においては、前記組立ブラケットは1つであり、m行、n列(m、nは2以上の整数とする)の縦管を含む。施工の要求に応じて、組立ブラケットの任意の2行の縦管のうち各行縦管の最外側にある2本の縦管8の上端に少なくとも1つのブラケットが配設され、ブラケットは接合パイプ4を介して縦管の上端に接続され、また組立ブラケットに設けられた2本の横梁9と2本の工形鋼梁10を含み、横梁9の両端部は同じ行にある2本の縦管のブラケットのU型固定部2に接続され、且つ横梁9の両端は最外側にある2本の縦管8から外へ出るように形成され、工形鋼梁10の両端は2本の横梁9の同側にあるそれぞれ両端の下表面に垂直接続される。本実施形態において、任意2行の縦管の最外側の2本とは、各行の縦管の最左端と最右端にある2本の縦管8を指す。任意2行の縦管の最外側にあるものは4本であり、前記4本の縦管は1つの方形スペースを囲み、各縦管に1つのブラケットが設けられ、前方に位置する横梁の両端はそれぞれ前行の2本の縦管のU型固定部2に接続され、後方に位置する横梁の両端はそれぞれ後行の2本の縦管のU型固定部2に接続される。2本の横梁の左側、右端は2行の縦管の左側、右側から外へ出るように形成される。左側にある工形鋼梁の前端は前方にある横梁の左端に接続され、後端は後方にある横梁の左端に接続され、右側にある工形鋼梁の前端は前方にある横梁の右端に接続され、後端は後方にある横梁の右端に接続される。ブラケットの吊り下げ用支持装置を使用して、施工作業者が地上階から支持装置に設けられた階段を通して地下階まで移動することができる。 As in the third embodiment of the support device using the bracket shown in FIG. 6, two suspension-type work steels are installed on the assembly bracket in order to install the support device for suspension on the cross beam of the work-structure steel beam. A beam is installed. In the present embodiment, the number of the assembly bracket is one, and includes m columns and n columns (m and n are integers of 2 or more). According to construction requirements, at least one bracket is disposed at the upper end of the two vertical pipes 8 at the outermost side of each of the vertical pipes in any two vertical pipes of the assembly bracket. Are connected to the upper end of the vertical pipe, and include two cross beams 9 and two shaped steel beams 10 provided on the assembly bracket, and both ends of the cross beam 9 are in the same row. Are connected to the U-shaped fixing portion 2 of the bracket, and both ends of the cross beam 9 are formed so as to go out of the two outer vertical pipes 8 and both ends of the shaped steel beam 10 are connected to the two cross beams 9. Are vertically connected to the lower surface of each end on the same side. In the present embodiment, the two outermost pipes in any two rows of vertical tubes indicate the two vertical tubes 8 at the leftmost end and the rightmost end of the vertical tubes in each row. There are four outermost tubes in any two rows, and the four tubes surround one rectangular space, each bracket is provided with one bracket, and both ends of the transverse beam located in the front Are connected to the U-shaped fixing portion 2 of the two vertical pipes in the front row, and both ends of the transverse beam located behind are connected to the U-shaped fixing portion 2 of the two vertical tubes in the rear row. The left and right ends of the two horizontal beams are formed so as to go out from the left and right sides of the two vertical tubes. The front end of the steel beam on the left side is connected to the left end of the cross beam in the front, the rear end is connected to the left end of the cross beam in the rear, and the front end of the steel beam on the right side is connected to the right end of the cross beam in the front. Connected, the rear end is connected to the right end of the transverse beam behind. Using the bracket suspension support device, the construction worker can move from the ground floor to the basement floor through the stairs provided in the support device.
本考案は実施形態を用いて説明したが、当業者にとって、本考案の精神から逸脱することなく、さまざまな変形や変更が存在し、添付の特許請求の範囲は本考案の精神から逸脱することなくそれらの変形や変更も含むことを希望する。
Although the present invention has been described using the embodiments, various modifications and changes will occur to those skilled in the art without departing from the spirit of the present invention, and the scope of the appended claims departs from the spirit of the present invention. It is hoped that those variations and changes will be included.
Claims (8)
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
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CN201821443726.2U CN209509487U (en) | 2018-09-04 | 2018-09-04 | A kind of height-adjustable bracket and the support device using height-adjustable bracket |
HK18111347.7 | 2018-09-04 | ||
CN201821443726.2 | 2018-09-04 | ||
HK18111347A HK1251779A2 (en) | 2018-09-04 | 2018-09-04 | Height-adjustable jack & vertical modular component support |
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US (1) | US20190383039A1 (en) |
JP (1) | JP3224040U (en) |
AU (1) | AU2019100993A4 (en) |
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DE102020200318A1 (en) * | 2020-01-13 | 2021-07-15 | Peri Gmbh | Connection of a ceiling formwork to a scaffolding |
CN112412011B (en) * | 2020-11-09 | 2022-02-15 | 厦门安科科技有限公司 | Adjustable support frame for building templates |
CN113173256B (en) * | 2021-05-11 | 2022-08-12 | 上海交通大学 | Ultra-large type tensioning integral keel structure integration tool and method thereof |
CN114412169A (en) * | 2021-12-28 | 2022-04-29 | 浙江省三建建设集团有限公司 | Post-cast strip construction method |
CN114439170B (en) * | 2022-01-24 | 2023-07-21 | 湖南麓上住宅工业科技有限公司 | Assembled wood structure stair |
CN114961243A (en) * | 2022-05-29 | 2022-08-30 | 五冶集团上海有限公司 | Adjustable and movable jacking for inner support |
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CN201050179Y (en) * | 2007-06-19 | 2008-04-23 | 马兆龙 | Adjustable independent support scaffold |
BRMU8701657U2 (en) * | 2007-08-29 | 2009-10-20 | Nobuyoshi Assahi Paulo | constructive arrangement in shoring system |
EP2080853A1 (en) * | 2008-01-17 | 2009-07-22 | SAFE b.v. | Stabilizing receiving member for temporary structures |
CN201367729Y (en) * | 2008-12-29 | 2009-12-23 | 青建集团股份公司 | Multi-functional early-dismantled top support for slab formworks |
KR20120049687A (en) * | 2010-11-09 | 2012-05-17 | 김상철 | Pipe support for construction |
KR101568290B1 (en) * | 2015-07-15 | 2015-11-11 | 김남수 | Support |
KR101629438B1 (en) * | 2015-10-12 | 2016-06-13 | 김종호 | Supporter equiped with stopper of non-portable rotary plate and manufacturing method thereof and replace method for rotary plate thereof |
CN106193591A (en) * | 2016-08-31 | 2016-12-07 | 青岛建集团有限公司 | A kind of aluminum alloy mould plate form bracing fast assembly and disassembly mechanism |
CN206591815U (en) * | 2017-03-27 | 2017-10-27 | 青建集团股份公司 | Cast-in-situ concrete structure horizontal shuttering Fast-dismantle system |
CN107246145B (en) * | 2017-05-19 | 2019-06-14 | 中国建筑第八工程局有限公司 | Concrete floor slab placement equipment and construction method for preserved pipeline hole |
CN107724708A (en) * | 2017-10-11 | 2018-02-23 | 惠州市晋锋建筑材料有限公司 | A kind of retractable supports code device |
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2019
- 2019-09-01 US US16/558,107 patent/US20190383039A1/en not_active Abandoned
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- 2019-09-03 WO PCT/CN2019/104197 patent/WO2020048451A1/en active Application Filing
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AU2019100993A4 (en) | 2019-10-17 |
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US20190383039A1 (en) | 2019-12-19 |
GB2578952B (en) | 2021-06-09 |
GB201912559D0 (en) | 2019-10-16 |
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