CN101014747A - Telescoping shoring post - Google Patents
Telescoping shoring post Download PDFInfo
- Publication number
- CN101014747A CN101014747A CNA2005800279790A CN200580027979A CN101014747A CN 101014747 A CN101014747 A CN 101014747A CN A2005800279790 A CNA2005800279790 A CN A2005800279790A CN 200580027979 A CN200580027979 A CN 200580027979A CN 101014747 A CN101014747 A CN 101014747A
- Authority
- CN
- China
- Prior art keywords
- outer tube
- telescoping shoring
- shoring post
- tongue spare
- rabbet joint
- 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.)
- Granted
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
Abstract
A telescoping post shore having an outer tube; a plurality of slots disposed longitudinally along the outer tube; an inner tube; at least one tongue member affixed to the inner tube and projecting from the inner tube, the at least one tongue member configured to be received by the plurality of slots; wherein the inner tube and at least one tongue member are dimensioned to slide within the outer tube and the inner tube and at least one tongue member can be rotated within the outer tube to engage the at least one tongue member with at least one of the plurality of slots.
Description
Technical field
The application relates to a kind of support column, and particularly, the application relates to a kind of telescoping shoring post that uses in the system that is used for building operations.
Background technology
In typical building operations system, support column is used to help supporting object, normally ceiling or roof.In heights of ceilings is under the situation of change, have a kind of can be apace from a Height Adjustment to the another one height, can obviously be very favourable for all workmans guarantee the support column of safe working environment simultaneously.
Trussing (truss systems) as listed in U.S. Pat 6116567, jackscrew occurs and has related to, and described jackscrew can be around the post rotation to adjust the height of post.Although this structure is fine for little adjustment, if wish post to be extended or shrink several feet, this structure is time-consuming very.
The support column of another type of describing in Canadian Patent CA 2249921 is adjustable, and can be used in the system or independent the use.The support column of these types uses screw, and the support column of other similar type uses pin formula assembly.Although this support column of two types can both make the post elongation quickly than jackscrew, they need use little screw or pin, and these Screws or pin not only use difficulty, and lose easily.
The post of another kind of prior art is disclosed in the U.S. Pat 5653415 of authorizing Pi Rui limited company (Peri GmBH).Post in ' 415 can use pin to adjust with rapid adjustment to an approximate height, and utilizes meticulous adjustment means subsequently.The problem of this use pin is: pin is lost easily, and these pins are additional member that erecting/needing when dismantling post.
Thus, a kind of telescoping shoring post that can adjust to the another one position fast from a position of demand.
And, go back a kind of support column that has simple designs, relates to considerably less part of demand.
Summary of the invention
The present invention overcomes shortcoming of the prior art by a kind of support column as described below is provided, and described support column comprises: the outer leg of hollow; A plurality of lines of rabbet joint that leg length is provided with outside described; Interior leg is sized to and fits in the described outer leg; Hyoplastron, be welded to an end of described interior leg, described hyoplastron comprises a plurality of tongue spares, leg can rotate to the second place from primary importance in the leg in wherein said outside described, outside the described tongue spare of primary importance is in fully, in the leg, extends through the line of rabbet joint, leg in described is put in place with respect to leg locking outside described at the described tongue spare of the second place.
In addition, the preferred embodiment of support column comprises the adjustment screw assembly, adjusts handle and a plurality of anchor, and wherein the screw assembly length that is used for coupled columns is carried out meticulous adjustment.Leg outside the end opposite of screw assembly also is provided with down.The additional feature of another of preferred embodiment is, comprise along interior leg and outside a plurality of grooves of length of leg.
Therefore, the invention provides a kind of telescoping shoring post, comprising: outer tube; Along the vertical a plurality of lines of rabbet joint that are provided with of described outer tube; Interior pipe; At least one tongue spare, admittedly be attached to described in pipe and in described rostrum go out, described at least one tongue spare is configured to be admitted by described a plurality of lines of rabbet joint; Wherein, the size of pipe and described at least one tongue spare is configured to and can slides in described outer tube in described, and pipe and described at least one tongue spare can rotate in described outer tube in described, so that described at least one tongue spare is engaged with in described a plurality of lines of rabbet joint at least one.
The others of this device and advantage will become apparent from following the detailed description and the accompanying drawings.
Description of drawings
With reference to following accompanying drawing, will understand the present invention better.
Fig. 1 is the phantom drawing according to support column of the present invention;
Fig. 2 is the lateral view of preferred support column;
Fig. 3 a is that wherein dead bolt is in unlocked position from the view of the A-A intercepting of Fig. 2;
Fig. 3 b is that wherein dead bolt is in latched position from the view of the B-B intercepting of Fig. 2;
Fig. 4 is the lateral view of interior pipe;
Fig. 5 a is the view from the C-C intercepting of Fig. 4;
Fig. 5 b supports tongue, supports tongue can be fixed to the interior pipe bottom of Fig. 4;
Fig. 6 is the lateral view of outer tube;
Fig. 7 is the view from the D-D intercepting of Fig. 6;
Fig. 8 is the view from the E-E intercepting of Fig. 7;
Fig. 9 is the lateral view of support column, and support column has the alternative approach of carrying out meticulous adjustment;
Figure 10 is the sectional drawing of interior pipe and outer tube, shows the alternative sizes design of a kind of interior pipe and outer tube;
Figure 11 is the sectional drawing of interior pipe and outer tube, shows the alternative sizes design of another kind of interior pipe and outer tube;
Figure 12 is the sectional drawing of interior pipe and outer tube, shows the alternative sizes design of another interior pipe and outer tube;
Figure 13 is the sectional drawing of interior pipe and outer tube, shows the alternative sizes design of not channelled interior pipe and outer tube.
The specific embodiment
Describe below with reference to accompanying drawing.In a preferred embodiment, pipe 12 and outer tube 14 in each post 10 has.As shown in Figure 1, interior pipe 12 is suitable for extending in outer tube 14 telescopicly.At Fig. 4, pipe 12 in can seeing better among Fig. 5 a and Fig. 5 b.
In a preferred embodiment, interior pipe 12 has the hyoplastron 19 that integrally is connected to the one end.Hyoplastron 19 comprises along a plurality of tongue spares 20 of interior pipe 12 location.What it will be appreciated by those skilled in the art that is that interior pipe 12 can have the tongue spare that lacks to, perhaps can have a plurality of tongue spares 20 that can vertically move each other when interior pipe 12 is in the Support Position.And tongue spare 20 preferably is provided with on same horizontal plane in groups, and intersected with each other in one embodiment.But alternative embodiment also can be included in different height levels, at the tongue spare of each side of interior pipe 12.
In a preferred embodiment, tongue spare 20 is positioned at the lower end of pipe 12.But this is not necessary, and tongue spare 20 can be positioned at each some place along the length of pipe 12.
Just as shown in Figure 2, in the preferred embodiment, post 10 comprises upper exterior tube 14 and manages 16 down.Outer tube 14 comprises screw in its underpart, and following pipe 16 comprises screw in the top.Between outer tube 14 and following pipe 16, be to adjust screw assembly 24.This screw assembly 24 is used to the length of coupled columns 10 and carries out meticulous adjustment, and comprises adjustment handle 26 and a plurality of anchor 28.Meticulous adjustment screw assembly 24 has two screw threads, therefore compares with single thread, and single rotation will allow the distance of twice.Be understandable that anchor 28 is supported screw assembly 24, this mechanism can be used to adjust subtly post 10 thus.
In a preferred embodiment, screw assembly 24 is positioned at about workman's waist height, with the meticulous adjustment that makes things convenient for post 10 and remove post 10 easily.
Can adopt other methods of fine adjustments in this device, one of them has wherein used release type system (release type system) 34 at outer tube 14 with between managing 16 down as shown in Figure 9.Release type system 34 and other meticulous Adjustment System are known for a person skilled in the art.
In addition as depicted in figs. 1 and 2, the preferred embodiment also comprises the column cap 18 of the end that is positioned at post 10, and it is flexible and be used for supporting from interior pipe 12.Column cap 18 can such as using screw, perhaps be sold the formula structure by any structure adjustment several configurations from the length that interior pipe 12 extends.In Fig. 2 and among the embodiment shown in Fig. 9, used spring catch 38.
The preferred embodiment of outer tube 14 has been shown among Fig. 6 to Fig. 8.As shown in Figure 7, the cross section is an essentially rectangular, has in corresponding one group of export-oriented fillet 30 and corresponding one group to fillet 32.The size of outer tube 14 makes: (leg 12 fits in the outer leg 14 fully with each tongue spare 20 in Fig. 3 a), whole when each tongue spare 20 is positioned at export-oriented fillet 30.This configuration of outer tube 14 is not necessary for this device, but it allows to be used for a plurality of recesses of thumb and finger.In preferred embodiment as shown in Figure 8, arranged external holes 44, its size is fit to admit anchor 28.
What it will be appreciated by those skilled in the art that is that the square-section is one of to select, and also has other feasible cross section.Below with reference to Figure 10 to Figure 12.As shown in Figure 10, can adopt the square-section, wherein tongue spare 20 can interact with groove 22 (not shown in Figure 10).Other cross section comprises as Figure 11 or circular cross-section shown in Figure 12.The various internal constructions of pipe 12 are shown in Figure 11 and Figure 12 in being used for.
Alternative, Figure 13 shows the outer tube 14 that has with the similar size of outer tube of Figure 10.But, in the embodiment of Figure 13, do not need to occur passage 42.The embodiment of Fig. 2 shows two passages 42, but these passages are not engaged by tongue spare 20.In alternative embodiment, do not need to occur passage 42.Be understandable that when not having passage 42 to occur, tongue spare 20 still can engage slots 22.
Be just as understood by the skilled person in the art, as shown in figure 10, in passage 42, use the line of rabbet joint 22 to increase further advantage, promptly have bigger support area tongue spare 20.Specifically, the line of rabbet joint 22 comprises the wall of passage 42, and additional support is provided thus.
Figure 10 further shows the use of the tongue spare 20 that is made of lath (slat).For example be not positioned under the situation of managing 12 bottom when tongue spare 20, this is favourable.But the hyoplastron 19 of Fig. 5 b all is preferred under most of situations, because hyoplastron 19 is positioned over the below of the external diameter of interior pipe 12, thus pipe 12 in whole is provided support.
The line of rabbet joint 22 in the outer tube 14 (illustrating as Fig. 1 the best) is isolated, thereby when interior pipe 12 is extended through the position of the line of rabbet joint 22 of outer tube from making the tongue spare 20 whole positions that are arranged in outer tube 14 rotate to making tongue spare 20, interior pipe 12 locked in outer tube 14 put in place.In a preferred embodiment, tongue spare 20 is advanced along the non-resistance surface, more easily rotates in the leg 14 outside with pipe 12 in allowing.In the line of rabbet joint 22, also have little downward recess (not shown), allow tongue spare 20 to lock in the recess because of gravity.This recess also accurately locks onto supporting location with tongue.This is avoided putting in place or meeting accident rotation when underload (underload) in lifting.In a preferred embodiment, recess is positioned at the above and below of groove simultaneously, thereby allows post can be inverted or just put use.And safety vent 41 holds a pin, thereby further prevents shifting out of tongue spare 20 and even interior pipe 12.
In one embodiment, the line of rabbet joint 22 spaced apart 6 inches or 15 centimetres is with the quick coarse regulation of pipe 12 in outer tube 14 in allowing.Other size also is possible.
As Fig. 7 shown in best, by pipe 12 is through miter angles in rotating, tongue spare 20 slips into the line of rabbet joint 22.But other anglec of rotation also is possible.
In the preferred embodiment of interior pipe 12, as Fig. 4, shown in Fig. 5 a and Fig. 5 b, leg is general cylindricality, and this allows leg easily to rotate in the leg 14 outside.In this embodiment, the bottom of pipe 12 in hyoplastron 19 is soldered to.Known other alternate ways except welding of those skilled in the art, and all be fit to any whole connection.And shown in Fig. 5 a and Fig. 5 b, the preferred embodiment of hyoplastron comprises two tongue spares 20, still, also can adopt the tongue spare of different numbers.In the embodiment of Fig. 4, show connecter hole 40 near the opposite end of the hyoplastron 19 of interior pipe 12.
Shown in the embodiment among Fig. 3 b, anchor 28 is packed into to fillet 32 by the interior of outer tube 14.In this embodiment, also have a pair of spring catch 38 that passes anchor 28, lock it in place.
The embodiment of Fig. 5 b shows a pair of safety vent 41, and safety vent 41 holds the pin that further 20 lockings of tongue spare is put in place.These safety pins together with the recess in the line of rabbet joint 22, are not necessary for this device, but can increase the feature of the overall security of support column greatly.
In the preferred embodiment of support column 10, a plurality of passages 42 are arranged, these passages 42 are along both length location of interior pipe 12 and outer tube 14.The supportive device of another type in the building operations system can be used to engage with passage 42, so that increase aiding support in different directions, perhaps utilizes the annex or the external upright of the solid attached any kind of connector.
As Fig. 1, shown in the 3b and 10, when tongue spare 20 engaged with the line of rabbet joint 22, the passage 42 of interior pipe 12 alignd with the passage 42 of outer tube 14, allowed annex or pillar to be attached to interior pipe 12 and outer tube 14 with identical plane thus.This benefits, because can use passage 42 along the whole length of post 10 now.The technical scheme of prior art does not have this performance, and does not have passage 42 usually on interior pipe 12.
Thus, by be provided for interior pipe is done the tongue spare and the tank systems of coarse regulation in outer tube, this column system provides the device of removing fast or being shifted for post thus.Pipe 12 needn't be sought pin or aligned hole thus and just can promptly remove and remove post in tongue spare was attached to admittedly.The preferable shape of outer tube 14 is configured to be easy to manual handle, to allow workman's thumb and finger grip post.
In a preferred embodiment, post 10 is made of aluminium.But, can adopt other material.
By the above description of carrying out with reference to the accompanying drawings, these and other advantage of the present invention is conspicuous.But the description of front and not meaning that is construed as limiting the present invention, and protection scope of the present invention is defined by the claims.
Claims (17)
1. telescoping shoring post comprises:
Outer tube;
Along the vertical a plurality of lines of rabbet joint that are provided with of described outer tube;
Interior pipe;
At least one tongue spare, admittedly be attached to described in pipe and in described rostrum go out, described at least one tongue spare is configured to be admitted by described a plurality of lines of rabbet joint;
Wherein, described in pipe and the size of at least one tongue spare be formed in the described outer tube and slide, and pipe and at least one tongue spare can rotate in described outer tube in described, so that described at least one tongue spare is engaged with in described a plurality of lines of rabbet joint at least one.
2. telescoping shoring post according to claim 1, wherein, each of described a plurality of lines of rabbet joint also comprises groove at its downside, wherein when engage described a plurality of lines of rabbet joint described at least one the time, described at least one tongue spare is locked described groove.
3. telescoping shoring post according to claim 1 and 2, wherein, described at least one tongue spare comprises the hole, when described at least one tongue spare and described a plurality of lines of rabbet joint described at least one engage, thus described at least one tongue spare be locked in described a plurality of lines of rabbet joint described at least one the time, described hole is suitable for admitting safety pin.
4. according to each described telescoping shoring post of claim 1 to 3, wherein, described outer tube comprises the bottom, and top, and is arranged on the meticulous guiding mechanism between described bottom and the described top.
5. telescoping shoring post according to claim 4, wherein, described meticulous guiding mechanism is included in the screwed hole in described bottom and the described top and adjusts screw assembly.
6. telescoping shoring post according to claim 4, wherein, described meticulous guiding mechanism comprises release type system.
7. according to each described telescoping shoring post of claim 1 to 6, wherein, described a plurality of lines of rabbet joint along described outer tube equally spaced from.
8. according to each described telescoping shoring post of claim 1 to 7, wherein, described interior pipe comprises two tongue spares of the soffit that is attached to described interior pipe admittedly.
9. telescoping shoring post according to claim 9, wherein, described two tongue spares (diametrically) are each other toto caelo placed.
10. according to Claim 8 or 9 described telescoping shoring posts, wherein, described two parts that tongue spare is a hyoplastron, described hyoplastron be attached to admittedly described in pipe.
11. according to each described telescoping shoring post of claim 1 to 7, wherein, described interior pipe comprises a plurality of tongues longitudinally disposed thereon.
12. according to each described telescoping shoring post of claim 1 to 11, wherein, described interior pipe and described outer tube comprise passage longitudinally, described cannelure is suitable for admitting connector.
13. telescoping shoring post according to claim 12, wherein, when described tongue spare engaged the described line of rabbet joint, the described passage in the described interior pipe alignd with the described passage in the described outer tube.
14. according to claim 12 or 13 described telescoping shoring posts, wherein, described support column is the part of support frame.
15. each described telescoping shoring post according to claim 1 to 14, wherein, the cross section of described outer tube has relative one group of outside fillet and relative one group of inside fillet, and described one group of outside fillet is suitable for admitting slidably described interior pipe and at least one tongue spare.
16. according to each described telescoping shoring post of claim 1 to 14, wherein, described outer tube comprises circular cross-section.
17. according to each described telescoping shoring post of claim 1 to 14, wherein, described outer tube comprises the square-section.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA002479340A CA2479340A1 (en) | 2004-08-27 | 2004-08-27 | Telescoping shoring post |
| CA2,479,340 | 2004-08-27 | ||
| PCT/CA2005/001281 WO2006021085A2 (en) | 2004-08-27 | 2005-08-24 | Telescoping shoring post |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101014747A true CN101014747A (en) | 2007-08-08 |
| CN101014747B CN101014747B (en) | 2010-12-08 |
Family
ID=35967896
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2005800279790A Expired - Fee Related CN101014747B (en) | 2004-08-27 | 2005-08-24 | Telescoping shoring post |
Country Status (7)
| Country | Link |
|---|---|
| US (1) | US20080244996A1 (en) |
| EP (1) | EP1794389A4 (en) |
| CN (1) | CN101014747B (en) |
| AU (1) | AU2005276905A1 (en) |
| CA (2) | CA2479340A1 (en) |
| RU (1) | RU2388884C2 (en) |
| WO (1) | WO2006021085A2 (en) |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101994391A (en) * | 2010-10-15 | 2011-03-30 | 张启贵 | Jack-up internal supporting device for concrete construction |
| CN102713107A (en) * | 2009-12-14 | 2012-10-03 | Peri有限公司 | Telescopic support for the construction industry |
| CN103274032A (en) * | 2013-05-27 | 2013-09-04 | 江苏科技大学 | Supporting leg for thin film type LNG (liquefied natural gas) ship containment system mounting platform |
| CN103758284A (en) * | 2013-12-18 | 2014-04-30 | 安徽森泰塑木新材料有限公司 | Integrated housing multifunctional upright column |
| CN104755681A (en) * | 2012-09-07 | 2015-07-01 | 福姆700私人有限公司 | A panel support bracket |
| CN108222542A (en) * | 2017-12-27 | 2018-06-29 | 陆彬燕 | A kind of steel structure supporting rod of construction |
| CN108625532A (en) * | 2018-05-14 | 2018-10-09 | 青岛新世纪预制构件有限公司 | A kind of prefabricated constructional column bonding strength height and be easily installed |
| CN110145122A (en) * | 2019-05-31 | 2019-08-20 | 南通华新建工集团有限公司 | A kind of spiral stairway mould plate supporting device |
| CN110809135A (en) * | 2019-11-12 | 2020-02-18 | 倪娅丹 | Auxiliary equipment and method for establishing safety monitoring system |
| CN111219052A (en) * | 2018-11-26 | 2020-06-02 | Peri 有限公司 | Scaffold node |
| CN111719894A (en) * | 2020-07-09 | 2020-09-29 | 南阳师范学院 | Post-cast strip supporting structure for civil house construction |
| CN114207233A (en) * | 2019-08-08 | 2022-03-18 | 格罗夫设计(彭布里奇)有限公司 | Supporting structure |
Families Citing this family (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8161698B2 (en) * | 2007-02-08 | 2012-04-24 | Anemergonics, Llc | Foundation for monopole wind turbine tower |
| NL2004576C2 (en) * | 2010-04-19 | 2011-10-20 | Scafom Internat B V | SUPPORT ELEMENT FOR USE IN BUILDING CONSTRUCTIONS. |
| US9795755B2 (en) | 2012-07-11 | 2017-10-24 | Koninklijke Philips N.V. | Patient interface |
| US9782240B2 (en) | 2013-11-01 | 2017-10-10 | Medintal Ltd. | Sub-periosteal extension for a dental implant |
| US9862581B2 (en) * | 2015-09-10 | 2018-01-09 | Bosch Automotive Service Solutions Inc. | Adjustable load supporting stand apparatus and method |
| US20180258657A1 (en) * | 2016-06-24 | 2018-09-13 | Apache Industrial Services, Inc. | Modular Posts of an Integrated Construction System |
| US11624196B2 (en) | 2016-06-24 | 2023-04-11 | Apache Industrial Services, Inc | Connector end fitting for an integrated construction system |
| US11306492B2 (en) | 2016-06-24 | 2022-04-19 | Apache Industrial Services, Inc | Load bearing components and safety deck of an integrated construction system |
| US11293194B2 (en) | 2016-06-24 | 2022-04-05 | Apache Industrial Services, Inc | Modular ledgers of an integrated construction system |
| GB2557567B (en) * | 2016-08-11 | 2021-04-21 | Siemens Mobility Ltd | Utility pole |
| DE102017218783A1 (en) * | 2017-10-20 | 2019-04-25 | Peri Gmbh | Support for supporting a building area |
| US11142905B2 (en) | 2018-07-11 | 2021-10-12 | Schuter Systems L.P. | Systems for recessing subfloor structures |
| US10816133B1 (en) * | 2019-05-31 | 2020-10-27 | Advanced Mounting and Design, Inc. | Telescoping structural support device |
| CN112459533A (en) * | 2020-11-17 | 2021-03-09 | 云南六洲建筑劳务有限公司 | Building construction strutting arrangement with shock-absorbing function |
| CN112709459A (en) * | 2020-12-24 | 2021-04-27 | 郑州铁路职业技术学院 | Novel civil construction bearing structure |
| CN113685063B (en) * | 2021-09-01 | 2023-03-14 | 青岛昊宇重工有限公司 | Steel structure supporting device with collapse protection mechanism |
| CN113958152B (en) * | 2021-12-10 | 2022-11-29 | 中国建筑第八工程局有限公司 | Be used for independent support system of assembly type structure construction |
Family Cites Families (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1409755A (en) * | 1920-05-27 | 1922-03-14 | William H Morrow | Shoring device |
| US1781063A (en) * | 1927-11-05 | 1930-11-11 | Hans P Jessen | Adjustable shore |
| US2594605A (en) * | 1946-12-23 | 1952-04-29 | Rop Loc Products Co | Adjustable supporting bar |
| US3179071A (en) * | 1963-06-24 | 1965-04-20 | Dale G Johnston | Adjustable table structure |
| US3469870A (en) * | 1967-11-24 | 1969-09-30 | Homer A Barkus | Telescopic structure with rotatable shaft |
| JPS5153079Y2 (en) * | 1972-09-06 | 1976-12-18 | ||
| DE3327542A1 (en) * | 1983-07-30 | 1985-02-14 | Gerhard 4040 Neuss Strahl | Telescopic shore |
| US4653142A (en) * | 1984-09-19 | 1987-03-31 | Reach High Products, Inc. | Extensible tool handle |
| DE4206573A1 (en) * | 1992-01-25 | 1993-07-29 | Peri Gmbh | HEIGHT-ADJUSTABLE SUPPORT |
| US5326065A (en) * | 1992-12-24 | 1994-07-05 | Jackson George W | Foot or top plate assembly |
| WO1997046776A1 (en) * | 1996-06-07 | 1997-12-11 | Haworth, Inc. | Portable multiple-purpose floor-ceiling column for office |
| US6059258A (en) * | 1997-10-10 | 2000-05-09 | Jackson; George W. | Modular shoring frame and system |
| DE60008349T2 (en) * | 1999-09-16 | 2004-12-02 | The Torrington Co., Torrington | RELEASABLE QUICK RELEASE CONNECTION FOR A TELESCOPIC SHAFT |
| US20040035064A1 (en) * | 2000-05-19 | 2004-02-26 | Kugler William E. | Non-threaded apparatus for selectively adjusting the elevation of a building surface |
| CN2531035Y (en) * | 2001-11-13 | 2003-01-15 | 张达 | Telescopic steel pipe strut |
| CA2418165A1 (en) * | 2003-01-31 | 2004-07-31 | Paul Gillespie, D/B/A/ Gillespie Practical Technologies Company | Adjustable shoring post |
| DE10315612B4 (en) * | 2003-04-04 | 2005-10-13 | Rittal Gmbh & Co. Kg | stand |
| US7165361B2 (en) * | 2003-04-24 | 2007-01-23 | Peter Vanagan | Building construction shores |
-
2004
- 2004-08-27 CA CA002479340A patent/CA2479340A1/en not_active Abandoned
-
2005
- 2005-08-24 AU AU2005276905A patent/AU2005276905A1/en not_active Abandoned
- 2005-08-24 WO PCT/CA2005/001281 patent/WO2006021085A2/en active Application Filing
- 2005-08-24 CN CN2005800279790A patent/CN101014747B/en not_active Expired - Fee Related
- 2005-08-24 RU RU2007105833/03A patent/RU2388884C2/en not_active IP Right Cessation
- 2005-08-24 EP EP05777150A patent/EP1794389A4/en not_active Withdrawn
- 2005-08-24 US US11/661,215 patent/US20080244996A1/en not_active Abandoned
- 2005-08-25 CA CA002517178A patent/CA2517178A1/en not_active Abandoned
Cited By (20)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102713107A (en) * | 2009-12-14 | 2012-10-03 | Peri有限公司 | Telescopic support for the construction industry |
| CN102713107B (en) * | 2009-12-14 | 2017-03-01 | Peri有限公司 | Adjustable prop for building field |
| CN101994391A (en) * | 2010-10-15 | 2011-03-30 | 张启贵 | Jack-up internal supporting device for concrete construction |
| CN101994391B (en) * | 2010-10-15 | 2013-05-22 | 张启贵 | Jack-up internal supporting device for concrete construction |
| CN104755681A (en) * | 2012-09-07 | 2015-07-01 | 福姆700私人有限公司 | A panel support bracket |
| CN104755681B (en) * | 2012-09-07 | 2017-12-05 | 福姆700私人有限公司 | Panel support bracket |
| CN103274032A (en) * | 2013-05-27 | 2013-09-04 | 江苏科技大学 | Supporting leg for thin film type LNG (liquefied natural gas) ship containment system mounting platform |
| CN103274032B (en) * | 2013-05-27 | 2016-03-30 | 江苏科技大学 | A kind of supporting leg for membrane LNG tanker containment system erecting stage |
| CN103758284A (en) * | 2013-12-18 | 2014-04-30 | 安徽森泰塑木新材料有限公司 | Integrated housing multifunctional upright column |
| CN103758284B (en) * | 2013-12-18 | 2015-10-28 | 安徽森泰塑木新材料有限公司 | Integrated house Multifunctional column |
| CN108222542A (en) * | 2017-12-27 | 2018-06-29 | 陆彬燕 | A kind of steel structure supporting rod of construction |
| CN108625532A (en) * | 2018-05-14 | 2018-10-09 | 青岛新世纪预制构件有限公司 | A kind of prefabricated constructional column bonding strength height and be easily installed |
| CN111219052A (en) * | 2018-11-26 | 2020-06-02 | Peri 有限公司 | Scaffold node |
| CN110145122A (en) * | 2019-05-31 | 2019-08-20 | 南通华新建工集团有限公司 | A kind of spiral stairway mould plate supporting device |
| CN110145122B (en) * | 2019-05-31 | 2021-01-01 | 天长市市政建筑有限责任公司 | Spiral stair template supporting device |
| CN114207233A (en) * | 2019-08-08 | 2022-03-18 | 格罗夫设计(彭布里奇)有限公司 | Supporting structure |
| CN114207233B (en) * | 2019-08-08 | 2023-09-22 | 格罗夫设计(彭布里奇)有限公司 | Supporting structure |
| CN110809135A (en) * | 2019-11-12 | 2020-02-18 | 倪娅丹 | Auxiliary equipment and method for establishing safety monitoring system |
| CN110809135B (en) * | 2019-11-12 | 2020-06-16 | 上海深水港国际物流有限公司 | Auxiliary equipment and method for establishing safety monitoring system |
| CN111719894A (en) * | 2020-07-09 | 2020-09-29 | 南阳师范学院 | Post-cast strip supporting structure for civil house construction |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1794389A4 (en) | 2011-05-25 |
| US20080244996A1 (en) | 2008-10-09 |
| RU2007105833A (en) | 2008-10-10 |
| WO2006021085A2 (en) | 2006-03-02 |
| CA2517178A1 (en) | 2006-02-27 |
| RU2388884C2 (en) | 2010-05-10 |
| CN101014747B (en) | 2010-12-08 |
| WO2006021085A3 (en) | 2007-03-15 |
| AU2005276905A1 (en) | 2006-03-02 |
| CA2479340A1 (en) | 2006-02-27 |
| EP1794389A2 (en) | 2007-06-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101014747B (en) | Telescoping shoring post | |
| US20050161571A1 (en) | Adjustable shoring post | |
| CN205348818U (en) | Protection guardrail with adjustable assembled height | |
| US3351311A (en) | Support of guard rails | |
| AU2009225945A1 (en) | A brace | |
| CN106854937A (en) | A kind of Height Adjustable protection guardrail of assembly type | |
| US10815681B2 (en) | Modular roof mounted staging bracket and rail members | |
| GB2291920A (en) | Safety rail mounting | |
| JP2015229852A (en) | Side wall erection method and device for hanging scaffold | |
| US10774522B1 (en) | Apparatus and method for safely shoring horizontal wind girts during building construction | |
| KR20050034707A (en) | Assembly of pipe for a scaffolding structure | |
| CN212427993U (en) | Scaffold for house construction | |
| US20100212916A1 (en) | Stabilizing structure for wellhead equipment | |
| CN210316507U (en) | Novel scaffold for building construction | |
| CN206888488U (en) | Anti-dumping inclined scaffold | |
| WO1983003438A1 (en) | A supporting arrangement for scaffolding and similar | |
| JP3233172U (en) | Assembly ladder | |
| CN106854938A (en) | A kind of Height Adjustable protection guardrail of assembly type | |
| WO2008031902A1 (en) | Safety anchoring system for the construction of buildings | |
| KR101609508B1 (en) | Security handrail prop apparatus | |
| KR102556974B1 (en) | Safety ladders for manholes which is easy to install | |
| CN209742269U (en) | Building site is with interim stair railing | |
| JP6912093B2 (en) | Support | |
| CN211714554U (en) | Scaffold puts up strutting arrangement of pre-buried formula | |
| KR200492307Y1 (en) | Step frame for high place work |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101208 Termination date: 20110824 |