EP0522230A1 - Jack for supporting construction works - Google Patents
Jack for supporting construction works Download PDFInfo
- Publication number
- EP0522230A1 EP0522230A1 EP92101229A EP92101229A EP0522230A1 EP 0522230 A1 EP0522230 A1 EP 0522230A1 EP 92101229 A EP92101229 A EP 92101229A EP 92101229 A EP92101229 A EP 92101229A EP 0522230 A1 EP0522230 A1 EP 0522230A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- piston
- cylinder
- jack
- clamp member
- connector housing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
Classifications
-
- 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
-
- 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
-
- 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
Definitions
- the present invention relates to a jack used to support various types of temporary construction frames including flooring forms.
- a form When a concrete floor is built on the foundation of a house, a form is provided at a position generally above the foundation. Often, a jack or pipe support such as the device shown in Fig. 6 is used to support the concrete form.
- the conventional jack shown in Fig. 6 has a tubular cylinder 21 with a base plate 21a welded at its bottom end.
- a tubular piston 22 with a piston plate 22a welded at its top end, is inserted into the cylinder 21 so that it can move axially therein.
- a ring 15 is journaled about the cylinder 21 and is provided with female thread formed on its inner surface.
- a male thread 16 is formed on the outer periphery at the top end of the cylinder 21.
- the ring 15 is mated to the threads 16 of cylinder 21 so that it can rotate about an axis P.
- a plurality of support holes 17 are provided on the outer periphery of the piston 22 along the axis.
- An elongated axially extending slot 18 is formed on the outer periphery of the cylinder 21 and each support hole 17 of the piston 22 is exposed through the slot 18.
- a pin 19 is selectively inserted into one of the support holes 17 through the slot 18 and is supported on the ring 15.
- the height of the piston 22 can be adjusted by moving the piston 22 along the axis. Then, the pin 19 is inserted into one of the support holes 17 through the slot 18. The ring is then rotated until it is arranged immediately under the pin 19. Thus, the total weight carried by the piston 22 is supported only by the pin 19.
- a jack for supporting a load includes a tubular cylinder that receives a threaded piston.
- the cylinder has an opening at its upper end and the piston protrudes from the opening such that the overall length of the jack may be adjusted by varying the length of the piston that protrudes from the cylinder.
- a connector housing is provided adjacent the cylinder opening. At least one clamp member is supported by the connector housing. The clamp member has a female threaded portion suitable for threadably engaging the threaded piston.
- the height of the piston extending from the cylinder can be finely adjusted by rotating the clamp member in a condition where the clamp member threadably engages the piston and the height of the piston can be coarsely adjusted by laterally disengaging the clamp arm from the piston and sliding the piston relative to the cylinder.
- the jack includes a tubular cylinder 1, a tubular piston 2, and a height adjusting mechanism 3.
- the piston 2 is inserted into an opening at the top end of cylinder 1 such that the piston can move axially along their axis P.
- a base plate 1a is welded to the bottom end of the cylinder 1 and a piston plate 2a is welded to the top end of the piston 2.
- the height adjusting mechanism 3 includes a stopper 4 formed at the opening at the top end of the cylinder 1.
- the stopper 4 has a tapered inner receiving surface 5 that is tapered such that it opens towards its top end.
- a tubular connector housing 6 is journaled about the cylinder 1 at a position above the stopper 4.
- a pair of legs 7 protrude from opposite sides of the bottom end of the housing 6. The legs 7 are fitted about the outer periphery of the stopper 4 to prevent the housing 6 from separating from the cylinder 1.
- a gap is provided between the legs 7 and the stopper 4. Therefore, the housing 6 can rotate about the axis P and vertically move a limited distance along the axis P.
- a pair of clamp arms 8 face each other on the outer periphery of the piston 2 in the housing 6. Openings 9 are formed at opposite sides of the housing 6.
- a two pronged bracket 10 is formed at the top end of each clamp arm 8. Each bracket 10 extends through the opening 9 and protrudes from the housing 6.
- a handle 11 is connected to each bracket 10 by a pin 11a. Each handle 11 can rotate around its associated pin 11a. Thus, the handles usually hang downward from the bracket 10 due to their own weight. The movement of the brackets 10, and thus the clamp arms 8 are restricted by the opening 9.
- a female thread 12 is formed on the inside surface of the bottom end of each clamp arm 8.
- a male thread 11 is formed on the outer periphery of the piston 2 along its entire length and the female thread 12 of each clamp arm 8 can be mated with the male thread 13.
- a tapered supporting surface 14 is formed at the outside of the bottom end of each clamp arm 8 so that it narrows towards the bottom end.
- each clamp arm 8 when the piston 2 is adjusted to a desired height, the female thread 12 of each clamp arm 8 is placed in engagement with the male thread 13 of the piston 2. Also, the supporting surface 14 of each clamp arm 8 contacts the receiving surface 5 of the cylinder 1. The total weight of the piston 2 and the height adjusting mechanism 3 works as the force for pressing the female thread 12 against the male thread 13 due to the interaction between the supporting surfaces 14 and receiving surface 5.
- a temporary concrete form 32 is built on a support plate 31 of a base 30. Therefore, to use the jack of this embodiment, the approximate height of the piston 2 is set before the jack is placed between the base 30 and the concrete form 32. Then, the base plate 1a of the cylinder 1 is mounted on the support plate 31 of the base 30 to secure it with a nail or bolt. Then, as shown in Fig. 4, the handles 11 are lifted to a horizontal position and they are used to rotate the housing about the axis P.
- the clamp arms 8 and the housing 6 rotate, their rotation is transferred from the female thread 12 to the male thread 13, and the piston 2 moves axially relative to the cylinder 1 and the height adjusting mechanism 3. Accordingly, the distance between the base plate 1a and the piston plate 2a is fine-adjusted. This fine adjustment causes the piston plate 2a of the piston 2 to contact the support plate 33 of the concrete frame 32. Therefore, the piston plate 2a can be secured to the support plate 33 with a nail or bolt.
- a plurality of jacks are set between the base 30 and the frame 32 at the predetermined intervals.
- the interval is determined by calculating the floor strength.
- the clamp arms 8 are brought into contact with the receiving surface 5 of the stopper 4. Then, as shown in Fig. 5, the female thread 12 mates with the male thread 13 due to the contact between the supporting surface 14 and the receiving surface 5.
- the height of the piston is set. Then, the jack is secured to the base 30 and frame 32 by executing the operation previously mentioned.
- the supporting surface 14 and the receiving surface 5 receive the total weight of the piston side including the weights of the piston 2, height adjusting mechanism 3, and frame 32. Because the total weight works as the force for pressing the female thread 12 of each clamp arm 8 against the male thread 13 of the piston 2, the piston 2 does not unexpectedly lower.
- the clamp arms 8 on the cylinder 1 and the piston 2 are secured by the female thread 12 and the male thread 13. Therefore, unlike a conventional embodiment, the securing strength is high and a large load can be supported by one jack.
- a pair of clamp arms 8 are formed so that they can approach to or separate from the piston 2.
- the female thread 12 screwed to the male thread 13 of the piston 2 is formed on each clamp arm 8.
- the piston 2 is held at the predetermined height. Therefore, for this embodiment, it is unnecessary to keep the accuracy of the female threads especially high.
- jack of the present invention by connecting the piston plate 2 of one jack to the base plate 1b of another jack.
- the jack described herein has the advantages of requiring only simple movements to adjust the height and permitting fine height adjustments.
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
A jack for supporting a load is disclosed that includes a tubular cylinder (1) that receives a threaded piston (2). The cylinder (1) has an opening at its upper end and the piston (2) protrudes from the opening such that the overall length of the jack may be adjusted by varying the length of the piston (2) that protrudes from the cylinder (1). A connector housing (6) is provided adjacent the cylinder opening. At least one clamp member (8) is supported by the connector housing (6). The clamp member (8) has a female threaded portion (12) suitable for threadably engaging the threaded piston (2). With this arrangement, the height of the piston (2) extending from the cylinder (1) can be finely adjusted by rotating the clamp member (8) in a condition where the clamp member (8) threadably engages the piston (2) and the height of the piston (2) can be coarsely adjusted by laterally disengaging the clamp arm (8) from the piston and sliding the piston relative to the cylinder.
Description
- The present invention relates to a jack used to support various types of temporary construction frames including flooring forms.
- When a concrete floor is built on the foundation of a house, a form is provided at a position generally above the foundation. Often, a jack or pipe support such as the device shown in Fig. 6 is used to support the concrete form.
- The conventional jack shown in Fig. 6 has a
tubular cylinder 21 with abase plate 21a welded at its bottom end. Atubular piston 22 with apiston plate 22a welded at its top end, is inserted into thecylinder 21 so that it can move axially therein. Aring 15 is journaled about thecylinder 21 and is provided with female thread formed on its inner surface. Amale thread 16 is formed on the outer periphery at the top end of thecylinder 21. Thering 15 is mated to thethreads 16 ofcylinder 21 so that it can rotate about an axis P. A plurality ofsupport holes 17 are provided on the outer periphery of thepiston 22 along the axis. An elongated axially extendingslot 18 is formed on the outer periphery of thecylinder 21 and eachsupport hole 17 of thepiston 22 is exposed through theslot 18. Apin 19 is selectively inserted into one of thesupport holes 17 through theslot 18 and is supported on thering 15. - Therefore, when the
pin 19 is removed, the height of thepiston 22 can be adjusted by moving thepiston 22 along the axis. Then, thepin 19 is inserted into one of thesupport holes 17 through theslot 18. The ring is then rotated until it is arranged immediately under thepin 19. Thus, the total weight carried by thepiston 22 is supported only by thepin 19. - With the described jack, it is difficult to adjust the height of the
piston 22 or the overall length of the jack. This is because thepin 19 must be inserted into or removed from thesupport hole 17 and thering 15 must be rotated to facilitate height adjustment. - Accordingly, it is a primary object of the present invention to provide a jack whose length may be more easily adjusted.
- To achieve the above object, a jack for supporting a load is provided that includes a tubular cylinder that receives a threaded piston. The cylinder has an opening at its upper end and the piston protrudes from the opening such that the overall length of the jack may be adjusted by varying the length of the piston that protrudes from the cylinder. A connector housing is provided adjacent the cylinder opening. At least one clamp member is supported by the connector housing. The clamp member has a female threaded portion suitable for threadably engaging the threaded piston. With this arrangement, the height of the piston extending from the cylinder can be finely adjusted by rotating the clamp member in a condition where the clamp member threadably engages the piston and the height of the piston can be coarsely adjusted by laterally disengaging the clamp arm from the piston and sliding the piston relative to the cylinder.
- The invention, together with objects and advantages thereof, may best be understood by reference to the following description of the presently preferred embodiments together with the accompanying drawings in which:
- Fig. 1(a) is a partially cutaway sectional view of a jack in accordance with a first embodiment of the invention;
- Fig. 1(b) is a right side view of the jack under the state shown in Fig. 1(a);
- Fig. 2 is a partially enlarged view of the height adjusting mechanism of the jack;
- Fig. 3 is a sectional view of the height adjusting mechanism in Fig. 2, taken along the line III-III of Fig. 2;
- Fig. 4 is a partially enlarged view of the height adjusting mechanism in a condition suitable for adjusting the height of the jack;
- Fig. 5 is a partially cutaway sectional view of the jack with its height adjusted; and
- Fig. 6 is a front view of a conventional jack.
- A first embodiment of the present invention will be described in reference to Figs. 1 through 5. The jack includes a
tubular cylinder 1, atubular piston 2, and aheight adjusting mechanism 3. Thepiston 2 is inserted into an opening at the top end ofcylinder 1 such that the piston can move axially along their axis P.A base plate 1a is welded to the bottom end of thecylinder 1 and apiston plate 2a is welded to the top end of thepiston 2. - The
height adjusting mechanism 3 includes astopper 4 formed at the opening at the top end of thecylinder 1. Thestopper 4 has a tapered innerreceiving surface 5 that is tapered such that it opens towards its top end. Atubular connector housing 6 is journaled about thecylinder 1 at a position above thestopper 4. A pair oflegs 7 protrude from opposite sides of the bottom end of thehousing 6. Thelegs 7 are fitted about the outer periphery of thestopper 4 to prevent thehousing 6 from separating from thecylinder 1. A gap is provided between thelegs 7 and thestopper 4. Therefore, thehousing 6 can rotate about the axis P and vertically move a limited distance along the axis P. - A pair of
clamp arms 8 face each other on the outer periphery of thepiston 2 in thehousing 6.Openings 9 are formed at opposite sides of thehousing 6. A two prongedbracket 10 is formed at the top end of eachclamp arm 8. Eachbracket 10 extends through the opening 9 and protrudes from thehousing 6. At the outside of thehousing 6, ahandle 11 is connected to eachbracket 10 by apin 11a. Eachhandle 11 can rotate around its associatedpin 11a. Thus, the handles usually hang downward from thebracket 10 due to their own weight. The movement of thebrackets 10, and thus theclamp arms 8 are restricted by theopening 9. Afemale thread 12 is formed on the inside surface of the bottom end of eachclamp arm 8. Amale thread 11 is formed on the outer periphery of thepiston 2 along its entire length and thefemale thread 12 of eachclamp arm 8 can be mated with themale thread 13. A tapered supportingsurface 14 is formed at the outside of the bottom end of eachclamp arm 8 so that it narrows towards the bottom end. - As shown in Figs. 1(a), 1(b), 2 and 3, when the
piston 2 is adjusted to a desired height, thefemale thread 12 of eachclamp arm 8 is placed in engagement with themale thread 13 of thepiston 2. Also, the supportingsurface 14 of eachclamp arm 8 contacts thereceiving surface 5 of thecylinder 1. The total weight of thepiston 2 and theheight adjusting mechanism 3 works as the force for pressing thefemale thread 12 against themale thread 13 due to the interaction between the supportingsurfaces 14 and receivingsurface 5. - It will be apparent that the same effect would be attained even if only one of the
receiving surface 5 and supportingsurface 14 is tapered, while the other is untapered. - To build a floor, a
temporary concrete form 32 is built on asupport plate 31 of abase 30. Therefore, to use the jack of this embodiment, the approximate height of thepiston 2 is set before the jack is placed between thebase 30 and theconcrete form 32. Then, thebase plate 1a of thecylinder 1 is mounted on thesupport plate 31 of thebase 30 to secure it with a nail or bolt. Then, as shown in Fig. 4, thehandles 11 are lifted to a horizontal position and they are used to rotate the housing about the axis P. Thus, while the supportingsurface 14 contacts thereceiving surface 5 of thecylinder 1, theclamp arms 8 and thehousing 6 rotate, their rotation is transferred from thefemale thread 12 to themale thread 13, and thepiston 2 moves axially relative to thecylinder 1 and theheight adjusting mechanism 3. Accordingly, the distance between thebase plate 1a and thepiston plate 2a is fine-adjusted. This fine adjustment causes thepiston plate 2a of thepiston 2 to contact thesupport plate 33 of theconcrete frame 32. Therefore, thepiston plate 2a can be secured to thesupport plate 33 with a nail or bolt. - By repeating the above operation, a plurality of jacks are set between the
base 30 and theframe 32 at the predetermined intervals. The interval is determined by calculating the floor strength. After fine-adjusting the height of thepiston 2 of each jack and setting thepiston plate 2a of each jack at a horizontal position together with theframe 32, when concrete slurry is poured into theframe 32, a floor is constructed. - The following is the description of the coarse adjustment of the height of the
piston 2 before securing a jack to thebase 30 and theframe 32. As shown in Fig. 4, thehandles 11 are lifted to the horizontal position and theclamp arms 8 and thehousing 6 are raised to remove the supportingsurface 14 from the receivingsurface 5. Then, thebracket 10 of eachclamp arm 8 are pulled radially away from the axis P. This disengages thefemale thread 12 of eachclamp arm 8 from themale thread 13 of thepiston 2. Under the above state, thepiston 2 is moved relative to thecylinder 1 to adjust the height of thepiston 2. - Thereafter, the
clamp arms 8 are brought into contact with the receivingsurface 5 of thestopper 4. Then, as shown in Fig. 5, thefemale thread 12 mates with themale thread 13 due to the contact between the supportingsurface 14 and the receivingsurface 5. By the above operation, the height of the piston is set. Then, the jack is secured to thebase 30 andframe 32 by executing the operation previously mentioned. - When the
piston 2 is positioned at the predetermined height, the supportingsurface 14 and the receivingsurface 5 receive the total weight of the piston side including the weights of thepiston 2,height adjusting mechanism 3, andframe 32. Because the total weight works as the force for pressing thefemale thread 12 of eachclamp arm 8 against themale thread 13 of thepiston 2, thepiston 2 does not unexpectedly lower. - Also in this embodiment, the
clamp arms 8 on thecylinder 1 and thepiston 2 are secured by thefemale thread 12 and themale thread 13. Therefore, unlike a conventional embodiment, the securing strength is high and a large load can be supported by one jack. - Moreover, a pair of
clamp arms 8 are formed so that they can approach to or separate from thepiston 2. Also, thefemale thread 12 screwed to themale thread 13 of thepiston 2 is formed on eachclamp arm 8. However, when at least one of the clamp arm female threads is securely mated to the male thread, thepiston 2 is held at the predetermined height. Therefore, for this embodiment, it is unnecessary to keep the accuracy of the female threads especially high. - It is also possible to use the jack of the present invention by connecting the
piston plate 2 of one jack to the base plate 1b of another jack. - The jack described herein has the advantages of requiring only simple movements to adjust the height and permitting fine height adjustments.
Claims (6)
- A jack for supporting a load, the jack including a tubular cylinder (1) having an opening end and a piston (2) received by the cylinder (1) and protruding from the open end of the cylinder (1), wherein the overall length of the jack is adjustable by varying the length of the piston that protrudes from the cylinder, the jack being characterized in that:
a male thread (13) is formed on the outer periphery of the piston;
a connector housing (6) is provided adjacent the open end of said cylinder (1); and
at least one clamp member (8) is supported by the connector housing (6), the clamp member (8) having a female threaded portion (12) suitable for threadably engaging said male thread (13), wherein the height of the piston (2) extending from the cylinder (1) can be finely adjusted by rotating the clamp member (8) in a condition where the clamp member (8) threadably engages the piston (2) and the height of the piston (2) can be coarsely adjusted by laterally disengaging the clamp arm (8) from the piston (2) and sliding the piston (2) relative to the cylinder (1). - A jack according to claim 1, wherein:
said connector housing (6) is coupled to the cylinder (1) in a manner that permits limited axial movement of the housing (6) relative to the cylinder (1) and permits rotation of the connector housing (6) about an axis of the cylinder (1); and
the connector housing (6) supports said clamp member (8) in a manner that permits the clamp member to move laterally to engage with and separate from said piston (2). - A jack according to claim 1 or 2, wherein the open end of the cylinder includes a tapered receiving surface (5) that receives said clamp member (8).
- A jack according to any one of claims 1, 2 and 3, wherein the clamp member (8) includes a tapered supporting surface (14) for engaging the tapered receiving surface (5) of said cylinder (1).
- A jack according to any one of claims 1 to 4, wherein a pair of facing clamp members (8) are provided.
- A jack according to any one of claims 1 to 5, further comprising a handle (11) pivotally mounted on said clamp member (8).
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP142119/91 | 1991-06-13 | ||
JP3142119A JP2781291B2 (en) | 1991-06-13 | 1991-06-13 | Support for temporary work of civil engineering construction |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0522230A1 true EP0522230A1 (en) | 1993-01-13 |
Family
ID=15307850
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP92101229A Withdrawn EP0522230A1 (en) | 1991-06-13 | 1992-01-27 | Jack for supporting construction works |
Country Status (5)
Country | Link |
---|---|
EP (1) | EP0522230A1 (en) |
JP (1) | JP2781291B2 (en) |
KR (1) | KR960009438B1 (en) |
AU (1) | AU1036392A (en) |
TW (1) | TW225572B (en) |
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0725196A1 (en) * | 1995-02-02 | 1996-08-07 | Peri Gmbh | Telescoping shore |
GB2305677A (en) * | 1995-09-26 | 1997-04-16 | Viking Products Ltd | Quick-deploying prop |
WO1997046776A1 (en) * | 1996-06-07 | 1997-12-11 | Haworth, Inc. | Portable multiple-purpose floor-ceiling column for office |
GB2325012A (en) * | 1997-05-06 | 1998-11-11 | Shih Lung Li | Steel post for supporting a molding board |
ES2146166A1 (en) * | 1997-05-06 | 2000-07-16 | Shih Lung Li | Steel column for supporting shuttering |
GB2407842A (en) * | 2003-11-07 | 2005-05-11 | Sgb Services Ltd | Scaffold clamp for externally-threaded scaffold leg |
CN104400736A (en) * | 2014-10-31 | 2015-03-11 | 北京卫星环境工程研究所 | Precise fine-tuning and supporting device for butting and disassembling large cabin section of spacecraft |
CN106044612A (en) * | 2016-08-16 | 2016-10-26 | 福州大学 | Double-speed jack and working method thereof |
CN106522535A (en) * | 2016-10-28 | 2017-03-22 | 荆门创佳机械科技有限公司 | Scaffold dead shore capable of achieving firm connection |
CN110182706A (en) * | 2018-02-22 | 2019-08-30 | Vis有限责任公司 | Lower lift support frame |
USD907880S1 (en) | 2018-11-29 | 2021-01-12 | Vis, Llc | Under hoist support stand |
CN113277437A (en) * | 2021-05-25 | 2021-08-20 | 杭州天铭科技股份有限公司 | Hydraulic jack |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101643694B1 (en) * | 2014-11-12 | 2016-07-28 | 정병태 | High ground working assistant leg by leg |
CN106006441B (en) * | 2016-07-01 | 2018-05-04 | 海盐创通技术服务有限公司 | A kind of anti-rolling jack |
JP6329678B1 (en) * | 2017-03-31 | 2018-05-23 | 有限会社小山工務店 | Telescopic adapter and formwork temporary support provided with the same |
CN109667423B (en) * | 2018-12-31 | 2023-10-17 | 浙江二十冶建设有限公司 | Length-adjustable formwork support device and adjusting method |
CN111677262B (en) * | 2020-06-18 | 2021-10-29 | 扬州工业职业技术学院 | Scaffold is detained from locking-type dish convenient to adjust support body height |
CN112160592B (en) * | 2020-08-26 | 2022-04-05 | 浙江信宇建设集团有限公司 | Strutting arrangement for house construction |
CN112627586A (en) * | 2020-12-08 | 2021-04-09 | 湖南鸿云钢模科技有限公司 | Fixing device for steel framework and using method |
CN113756608A (en) * | 2021-09-06 | 2021-12-07 | 湖北茂捷建筑有限公司 | Steel structure center support device for building engineering |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH321018A (en) * | 1954-09-23 | 1957-04-30 | Beka St Aubin Ag | Adjustable metal support, e.g. B. for construction purposes |
EP0349485A1 (en) * | 1988-06-28 | 1990-01-03 | Etablissement Nanicoba | Strut |
-
1991
- 1991-06-13 JP JP3142119A patent/JP2781291B2/en not_active Expired - Fee Related
-
1992
- 1992-01-21 AU AU10363/92A patent/AU1036392A/en not_active Abandoned
- 1992-01-27 EP EP92101229A patent/EP0522230A1/en not_active Withdrawn
- 1992-01-28 KR KR92001160A patent/KR960009438B1/en not_active IP Right Cessation
- 1992-01-28 TW TW081100598A patent/TW225572B/zh active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH321018A (en) * | 1954-09-23 | 1957-04-30 | Beka St Aubin Ag | Adjustable metal support, e.g. B. for construction purposes |
EP0349485A1 (en) * | 1988-06-28 | 1990-01-03 | Etablissement Nanicoba | Strut |
Cited By (20)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0725196A1 (en) * | 1995-02-02 | 1996-08-07 | Peri Gmbh | Telescoping shore |
GB2305677A (en) * | 1995-09-26 | 1997-04-16 | Viking Products Ltd | Quick-deploying prop |
WO1997046776A1 (en) * | 1996-06-07 | 1997-12-11 | Haworth, Inc. | Portable multiple-purpose floor-ceiling column for office |
US5913783A (en) * | 1996-06-07 | 1999-06-22 | Haworth, Inc. | Portable multiple-purpose floor-ceiling column for office |
GB2325012A (en) * | 1997-05-06 | 1998-11-11 | Shih Lung Li | Steel post for supporting a molding board |
FR2763622A1 (en) * | 1997-05-06 | 1998-11-27 | Lung Li Shih | Steel post for supporting moulding board |
GB2325012B (en) * | 1997-05-06 | 2000-04-26 | Shih Lung Li | Steel post for supporting a molding board |
ES2146166A1 (en) * | 1997-05-06 | 2000-07-16 | Shih Lung Li | Steel column for supporting shuttering |
GB2407842A (en) * | 2003-11-07 | 2005-05-11 | Sgb Services Ltd | Scaffold clamp for externally-threaded scaffold leg |
GB2407842B (en) * | 2003-11-07 | 2006-03-01 | Sgb Services Ltd | Shoring system comprising a scaffold clamp |
CN104400736A (en) * | 2014-10-31 | 2015-03-11 | 北京卫星环境工程研究所 | Precise fine-tuning and supporting device for butting and disassembling large cabin section of spacecraft |
CN104400736B (en) * | 2014-10-31 | 2016-08-17 | 北京卫星环境工程研究所 | The Precision trimming support means decomposed for the docking of spacecraft large-scale cabin section |
CN106044612A (en) * | 2016-08-16 | 2016-10-26 | 福州大学 | Double-speed jack and working method thereof |
CN106522535A (en) * | 2016-10-28 | 2017-03-22 | 荆门创佳机械科技有限公司 | Scaffold dead shore capable of achieving firm connection |
CN110182706A (en) * | 2018-02-22 | 2019-08-30 | Vis有限责任公司 | Lower lift support frame |
GB2572850A (en) * | 2018-02-22 | 2019-10-16 | Vis Llc | Under hoist support stand |
GB2572850B (en) * | 2018-02-22 | 2022-12-14 | Vis Llc | Under hoist support stand |
US11597637B2 (en) | 2018-02-22 | 2023-03-07 | Vis, Llc | Under hoist support stand |
USD907880S1 (en) | 2018-11-29 | 2021-01-12 | Vis, Llc | Under hoist support stand |
CN113277437A (en) * | 2021-05-25 | 2021-08-20 | 杭州天铭科技股份有限公司 | Hydraulic jack |
Also Published As
Publication number | Publication date |
---|---|
KR960009438B1 (en) | 1996-07-19 |
JP2781291B2 (en) | 1998-07-30 |
AU1036392A (en) | 1992-12-17 |
JPH04366281A (en) | 1992-12-18 |
TW225572B (en) | 1994-06-21 |
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