CN102575477A - Scaffolding system comprising a scaffolding element and method for erecting a scaffolding system - Google Patents
Scaffolding system comprising a scaffolding element and method for erecting a scaffolding system Download PDFInfo
- Publication number
- CN102575477A CN102575477A CN2010800307791A CN201080030779A CN102575477A CN 102575477 A CN102575477 A CN 102575477A CN 2010800307791 A CN2010800307791 A CN 2010800307791A CN 201080030779 A CN201080030779 A CN 201080030779A CN 102575477 A CN102575477 A CN 102575477A
- Authority
- CN
- China
- Prior art keywords
- scaffold
- horizontal connection
- support
- connection element
- guide rail
- 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
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/18—Scaffolds primarily resting on the ground adjustable in height
-
- 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
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
-
- 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
- E04G7/00—Connections between parts of the scaffold
-
- 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
- E04G7/00—Connections between parts of the scaffold
- E04G7/02—Connections between parts of the scaffold with separate coupling elements
- E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
- E04G7/20—Stiff scaffolding clamps for connecting scaffold members of common shape for ends of members only, e.g. for connecting members in end-to-end relation
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Movable Scaffolding (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Emergency Lowering Means (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a scaffolding system (20) comprising a plurality of scaffolding elements (10) each of which has two supports (12) that are arranged substantially parallel to each other and at least two stiffening elements (14) for stiffening the parallel support arrangement, wherein the scaffolding element comprises exactly one transverse connecting element (16) which is asymmetrically arranged in a longitudinal direction of the supports (12), and is fixed between the supports (12) thereby connecting them and wherein the stiffening elements (14) are attached at the transverse connecting element (16). The invention further provides a method for erecting a scaffolding system.
Description
Technical field
The present invention relates to a kind of connection system for guide rail and a kind of method that is used to build (Aufstellen) connection system for guide rail that has scaffold element (Ger ü stelement).
Carry out work in the field of civil engineering, needing at various height.Have a large amount of different scaffold elements, it can be arranged to connection system for guide rail stackedly for this reason, makes that putting (Uebereinanderanordnen) through the phase laying up of different scaffold elements can reach different working height or operating position.Especially when building and dismantling floor template system (Deckenschalungssystem), such connection system for guide rail is particularly useful.In addition, this connection system for guide rail is used to eliminate the load of (Abtragen) this panelling (Schalung).
Background technology
From scaffold element known in the state of the art, yet this connection system for guide rail has this shortcoming, and the different scaffold combination of elements that promptly has the operating position in differing heights is necessary again and again, sets up desirable operating position so that be similar to.
In addition; Especially because the height of each scaffold element; Be placed in channel height between the scaffold element of going up each other partly less than 1.8m at two, the people only can pass through with the posture that jackknifes thus, and rises through the accident risk of the collision possible at horizontal connecting portion place.
File EP 0014623A1 discloses a kind of connection system for guide rail, therein, and the preset regularly height of confirming the base plate (Fu β boden) of operating position.
File DE 1740990U discloses a kind of scaffold element, and therein, the longitudinal tubule (L tubule) of flatly arranging can insert in the supporting shell (Auflageschale) that can vertically move and there by means of bolton.
Summary of the invention
The object of the invention is for providing a kind of connection system for guide rail, and it solves known problem of the prior art and has simple structure in addition.In addition, realize this advantage in the method that is used for the system of scaffolding erecting.
The solution of this purpose realizes through the connection system for guide rail of in claim 1, describing on the one hand.
Correspondingly; Connection system for guide rail has at least two scaffold elements, and the scaffold element comprises that two are parallel to the support of arranging each other and at least two fastening elements that are used to reinforce parallel bracket component as far as possible, wherein; The scaffold element has what a horizontal Connection Element just; It is fixed between two supports and connects them, and wherein, fastening element is installed in horizontal Connection Element place.At this, in application, build support, and whole elements of scaffold element (being support, fastening element and horizontal Connection Element) almost are arranged in a plane perpendicular to ground.In a preferred application, two or more scaffold elements one after the other are arranged in the parallel plane and the reinforcing portion through the side direction between the scaffold element or " diagonal brace (Verschwertung) " come stablely, make to prevent the overturning of scaffold element.
Advantageous particularly ground utilizes the scaffold element that stable connection system for guide rail possibly is provided with this mode, and it has only horizontal Connection Element.In addition; Through fastening element being installed in horizontal Connection Element place stable especially scaffold element possibly is provided; Fastening element tensioning scaffold element and not intersecting between two supports not therein, but fastening element only extends horizontal Connection Element from support therein.
Therefore, advantageous particularly ground provides clog-free basically passage between the scaffold element of one after the other arranging, this is because there is only horizontal Connection Element, and reinforcing portion is laterally arranged.In addition, possibly under the situation of the high stability of scaffold element, use the material that is used for fastening element still less through scaffold element according to the present invention and therefore provide cost savings and weight.Make when building and dismantle the manipulation according to the ergonomics of scaffold element of the present invention become possibility through saving in weight in addition.
Laterally Connection Element asymmetricly is arranged in the longitudinal extension direction of support.Possibly be arranged in horizontal Connection Element in the different height as required and the extra high passage of realization between the scaffold element of arranging stackedly through the inversion of identical scaffold element with this mode.
In addition, the scaffold element can be arranged to connection system for guide rail stackedly.In order to connect the scaffold element, turned out to be and particularly advantageously be, at least one bracket end is provided with at least one hole, and Connection Element can be introduced in this hole.Advantageous particularly ground possibly arranged a plurality of scaffold elements that have the horizontal Connection Element that is orientated, asymmetricly arrange stackedly differently and connect them with this mode.
Be arranged to according to an improvement project, fastening element arranges like this, makes to reserve the passage between the installation position of the horizontal fastening element at Connection Element place.Advantageous particularly ground, possible by this way is in a plurality of scaffold elements layout in succession, to make the clog-free passage between the scaffold element become possibility.(that is, up front and/or rearmost scaffold element place) can be furnished with safety element at place, the end of this passage, especially railing
possibly can be fixed on horizontal Connection Element or support place with safety element at this with unclamping easily.Advantageous particularly ground, the whereabouts that possibly prevent people or article with this mode.
As mentioning, arrange the generation connection system for guide rail stackedly through a plurality of scaffold elements.Advantageous particularly ground changes in channel height and working depth between each scaffold element in this possibly correspondingly be placed in the zone of the first half or Lower Half through the horizontal Connection Element of asymmetricly arranging.
According to preferred especially improvement project; Be roughly parallel to two of two scaffold elements between the horizontal Connection Element of ground configuration and can be furnished with (begehbar) bearing surface
advantageous particularly ground that can pass through, the face that the people can stand on it or work apparatus can be placed on it possibly is provided with this mode.
In addition; Realize through the method that is used to the system of scaffolding erecting based on the object of the invention; In the method; At first build the first scaffold element of the horizontal Connection Element that has two supports and asymmetricly arrange, be contiguous to horizontal Connection Element place greatly between support with little passage area.Next; The second scaffold element is connected with the first scaffold element; The horizontal Connection Element that the second scaffold element has two supports and asymmetricly arranges is contiguous to this horizontal Connection Element place with little passage area greatly between support, wherein; The second scaffold element has the different orientation of asymmetrical horizontal Connection Element about the first scaffold element, makes two big passage area adjoin each other.Alternatively, possibly arrange two little passage area equally with adjoining each other.These two steps can repeatedly repeat arbitrarily; Connection system for guide rail in the height that is based upon expectation; Wherein, What needn't mention is, the 3rd scaffold arrangements of elements only possibly arranged on the second scaffold element time with adjoining each other two little passage area or with adjoining each other one of layout little with a big passage area.In any case advantageously, possibly build a kind of connection system for guide rail with this mode, the suitable arrangement through the horizontal Connection Element asymmetricly arranged can reach desirable working depth or operating position therein.
Description of drawings
Next exemplarily further specify the present invention according to accompanying drawing.Wherein:
Fig. 1 has shown two vertical views that are arranged to the scaffold element of connection system for guide rail stackedly;
Fig. 2 has shown the Connection Element that is used to connect two scaffold elements; And
Fig. 3 has shown another form of implementation according to scaffold element of the present invention.
The specific embodiment
Fig. 1 has shown two scaffold elements 10 that are arranged to connection system for guide rail 20 stackedly, and wherein, scaffold element 10 is corresponding to have two supports of arranging abreast 12.Support 12 utilizes horizontal Connection Element 16 to interconnect, and wherein, in the form of implementation that is shown, laterally Connection Element 16 asymmetricly is arranged in the longitudinal extension direction of support 12, that is to say, support 12 " on " or D score half one in.At this, two supports of arranging stackedly 12 interconnect through the Connection Element 24 that in Fig. 1, does not show.
Fastening element 14 extends from support 12 with horizontal Connection Element 16 angledly.Improve the rigidity of scaffold element with this mode.At this; Fastening element 14 extends to horizontal Connection Element 16 with each support 12 angledly from the zone on horizontal Connection Element 16, and fastening element 14 extends to horizontal Connection Element 16 with each support 12 angledly from the zone under horizontal Connection Element 16.
Fastening element 14 is welded to horizontal Connection Element 16 and support 12 places.The fixed form (for example through bolt, rivet etc.) that substitutes is possible equally.
As seen in fig. 1, a plurality of scaffold elements 10 can be arranged to connection system for guide rail 20 stackedly.At this, especially possibly arrange two scaffold elements 10 so stackedly for the horizontal Connection Element of asymmetricly arranging 16, make that horizontal Connection Element 16 is orientated differently in identical scaffold element 10.This phase laying up of putting upside down through scaffold element 10 is put realization.Possibly between two scaffold elements 10 that are adjacent to each other, big or little or medium passage area is provided with this mode according to expectation.At this, arrange so stackedly through scaffold element 10, make the big passage area of scaffold element 10 be adjacent to each other, big passage area is provided.Arrange so stackedly through scaffold element 10, make little passage area be adjacent to each other, little passage area can be provided between scaffold element 10 in connection system for guide rail 20.Utilize the same orientation of the horizontal Connection Element of asymmetricly arranging 16 and arrange stackedly each other through scaffold element 10, can be provided at the medium passage area between the scaffold element 10 of connection system for guide rail 20.
In addition, roughly can be furnished with the bearing surface that can pass through between the scaffold element 10 of arranged in succession at two.At this, bearing surface is fixed on horizontal Connection Element 16 places like this, makes bearing surface reliably and can be fixed on two of scaffold element 10 through ground and arrange in the orientation.
Through folded and/or in succession the mutually layout of a plurality of scaffold elements a kind of connection system for guide rail possibly is provided, can be implemented in different channel height (little, medium, big) between the scaffold element of arranging stackedly therein.
In order in (darstellbar) working depth that can embody or channel height, to realize big flexibility, scaffold element 10 that can be compatible with each other at various height is possible.Therefore, the scaffold element 10 that for example has the height of about 1.8m, 1.2m or 0.9m is suitable, wherein, and laterally on 1/3rd of the corresponding height that asymmetricly accordingly, preferably approximately is arranged in support 12 of Connection Element 16.Therefore; For example in the folded mutually layout (big passage area) of the high support of two 1.8m that have the horizontal Connection Element that is orientated differently; Obtain surpassing the channel height of 2m, this is because also must (deduct the height of horizontal Connection Element 16 2 * 1.2m) from the channel height of the 2.4m that calculates.
Safety element 19, especially railing can releasably be arranged in the end place of the passage between fastening element 14 or the support 12, so that avoid personnel to injure.For safety element 19, can on the both sides of horizontal Connection Element 16, be provided with fixed position 22 at fastening element 14 and/or support 12 places.If safety element 19 is installed in fastening element 14 places, it should be noted that so it is an adjustable in length, make it to be installed in fastening element 14 places at the place, both sides of horizontal Connection Element 16.
For the connection system for guide rail 20 that has the scaffold element of arranging stackedly 10,, between two scaffold elements 10, Connection Element is installed for the fixing scaffold element of arranging stackedly.
The example of this Connection Element 24 has been shown in Fig. 2.Connection Element 24 is pushed into preferably in cross section in the conglobate support 12 of structure, abut in until it and introduce limiter 28 (it has the diameter bigger than support 12) and locate, and locking system 26 joins in the locking accommodation section that is configured in support 12 places.The scaffold element of waiting to be arranged on the scaffold element 10 that is provided with Connection Element 24 10 is connected with Connection Element 24 in a similar manner.Guarantee that with this mode scaffold element 10 is arranged to connection system for guide rail 20 stackedly neatly.
Alternative fixing between support 12 and Connection Element 24 is possible equally.Therefore, for example can be by means of plug bolt (Absteckbolzen), collapsible plug (Klappstecker), insert door bolt element (Einrastelement) etc. with Connection Element 24 lockings or be fixed on support 12 places.
The such design size in the end of support 12 or Connection Element 24 makes the axostylus axostyle (Spindeln) of height that is used for compensating support be arranged in the place, ground not only can be screwed into support 12 but also can be screwed in the Connection Element 24.Can be oriented on the uneven ground with this mode scaffold element, and height can be by accurately adjustment.In builing industry, can use such axostylus axostyle.
Fig. 3 has shown another form of implementation according to scaffold element 10 of the present invention, wherein, representes identical or similar element with identical Reference numeral.At this, Fig. 3 illustrates scaffold element 10, and its support 12 has the longitudinal extension part less than 1.4m, preferably in about 0.9m or 1.2m.For this scaffold element 10, similar with described in Fig. 1, only implementing at each support 12 place, a fastening element 14 has turned out to be favourable.For the horizontal Connection Element of asymmetricly arranging 16, it preferably may be implemented on this side of horizontal Connection Element 16, and the long part of support 12 is extended on this side.Yet the form of implementation of Fig. 3 also can have two fastening elements on each side.
Alternatively, possibly fastening element 14 is arranged under the horizontal Connection Element 16 at support 12 places of scaffold element 10 for all forms of implementation, and fastening element 14 is arranged on the horizontal Connection Element 16 at another support 12 places.
Claims (6)
1. connection system for guide rail (20) that has a plurality of scaffold elements (10), wherein, said scaffold element (10) comprising:
Two be parallel to as far as possible each other the support (12) arranged and
At least two fastening elements (14) that are used to reinforce parallel bracket component,
Wherein,
Said scaffold element has what a horizontal Connection Element (16) just, and wherein, said horizontal Connection Element (16) is fixed between the said support (12) and connects said support (12),
In addition, said fastening element (14) is installed in said horizontal Connection Element (16) and locates, and
Said horizontal Connection Element (16) asymmetricly arranges on the longitudinal extension direction of said support (12), and
At least two the scaffold elements (10) that have the horizontal Connection Element (16) that is orientated can be arranged differently stackedly.
2. connection system for guide rail according to claim 1 is characterized in that, at least one support (12) has the hole that is used to hold Connection Element (18) at least one place, end.
3. connection system for guide rail according to claim 1 and 2 is characterized in that, said fastening element (14) is arranged like this, makes and reserves the passage between the installation position of the fastening element (14) that said horizontal Connection Element (16) is located.
4. according to each described connection system for guide rail in the aforementioned claim, it is characterized in that, between said fastening element (14) and/or said support (12), can be furnished with safety element (19), railing especially.
5. according to each described connection system for guide rail in the aforementioned claim, it is characterized in that, be roughly parallel to two of two scaffold elements (10) between the horizontal Connection Element (16) of ground configuration and can be furnished with the bearing surface that can pass through.
6. one kind is used for building especially according to the method for each described connection system for guide rail of claim 1 to 5, and it may further comprise the steps:
A) build the first scaffold element (10) of the horizontal Connection Element (16) that has two supports (12) and asymmetricly arrange, be contiguous to said horizontal Connection Element (16) with little passage area and locate greatly between said support (12),
B) the second scaffold element (10) is connected with the said first scaffold element (10); The horizontal Connection Element (16) that the said second scaffold element (10) has two supports (12) and asymmetricly arranges; Be contiguous to said horizontal Connection Element (16) with little passage area and locate greatly between said support (12)
Wherein, the said second scaffold element (10) has the different orientation of said asymmetrical horizontal Connection Element (16) about the said first scaffold element (10), makes said two big passage area adjoin each other,
C) repeating step a) and b).
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102009002854.4 | 2009-05-06 | ||
| DE102009002854A DE102009002854A1 (en) | 2009-05-06 | 2009-05-06 | Scaffolding element, scaffolding system with a scaffolding element and method for setting up a scaffolding system |
| PCT/EP2010/054368 WO2010127916A1 (en) | 2009-05-06 | 2010-03-31 | Scaffolding system comprising a scaffolding element and method for erecting a scaffolding system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102575477A true CN102575477A (en) | 2012-07-11 |
| CN102575477B CN102575477B (en) | 2015-02-11 |
Family
ID=42237062
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201080030779.1A Active CN102575477B (en) | 2009-05-06 | 2010-03-31 | Scaffolding system comprising a scaffolding element and method for erecting a scaffolding system |
Country Status (14)
| Country | Link |
|---|---|
| EP (1) | EP2427609B2 (en) |
| JP (1) | JP5492293B2 (en) |
| KR (1) | KR101674878B1 (en) |
| CN (1) | CN102575477B (en) |
| AU (1) | AU2010244569B2 (en) |
| BR (1) | BRPI1011408A2 (en) |
| CL (1) | CL2011002779A1 (en) |
| DE (1) | DE102009002854A1 (en) |
| MX (1) | MX2011011685A (en) |
| MY (1) | MY152534A (en) |
| PE (1) | PE20121035A1 (en) |
| PL (1) | PL2427609T5 (en) |
| SG (1) | SG175872A1 (en) |
| WO (1) | WO2010127916A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN104854925A (en) * | 2013-06-29 | 2015-08-19 | 华为技术有限公司 | Uplink power control method and device |
| CN106639277A (en) * | 2017-01-21 | 2017-05-10 | 中国航天建设集团有限公司 | Gantry scaffold and combined scaffold |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022212490A1 (en) * | 2021-03-31 | 2022-10-06 | Grady Smith | Multi-function scaffold with reversible platform |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1740990U (en) * | 1956-09-17 | 1957-03-07 | Friedrich Krueger | PIPE FRAME AS UNIVERSAL COMPONENT ELEMENT WITH CLAMP - CONNECTING PIECE. |
| EP0014623A1 (en) * | 1979-01-23 | 1980-08-20 | SOMEFRAN Société d'Exploitation des BREVETS MEFRAN | Bracing for a scaffold |
| JPS58162930U (en) * | 1982-04-26 | 1983-10-29 | 君岡鉄工株式会社 | Frame scaffolding connection fittings |
| JPS6427346U (en) * | 1987-08-08 | 1989-02-16 | ||
| JPH0552090U (en) * | 1991-12-24 | 1993-07-09 | 三菱化成株式会社 | Assembly scaffolding unit |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1740991U (en) * | 1957-01-10 | 1957-03-07 | Steidle Bau E | BANDAGE FOR WOODEN FORMWORK GIRDS. |
| FR2421252A1 (en) * | 1978-03-29 | 1979-10-26 | Somefran | DEVICE FOR CONNECTING TWO TUBULAR ELEMENTS, AND CORRESPONDING SCAFFOLDING ELEMENTS TO PREFABRICATED FRAMES |
| US4291784A (en) * | 1980-03-14 | 1981-09-29 | Moses Owen L | Compact, quick assembly scaffold |
| US4830144A (en) † | 1988-01-25 | 1989-05-16 | Saf-T-Green Manufacturing Corporation | Scaffold |
| JPH0557201U (en) * | 1992-01-14 | 1993-07-30 | 株式会社フジタ | Vertical frame for scaffolding and handrail for scaffolding |
| JP3878277B2 (en) * | 1997-04-08 | 2007-02-07 | ジャパン スチールス インターナショナル株式会社 | Scaffolding unit |
| JP3947605B2 (en) * | 1997-09-30 | 2007-07-25 | 株式会社ナカオ | Scaffolding unit and scaffolding structure using scaffolding unit |
| KR200394640Y1 (en) | 2005-06-22 | 2005-09-02 | 남준식 | B.T safety parapet for adjusting the height thereof |
-
2009
- 2009-05-06 DE DE102009002854A patent/DE102009002854A1/en active Pending
-
2010
- 2010-03-31 AU AU2010244569A patent/AU2010244569B2/en active Active
- 2010-03-31 EP EP10712427.3A patent/EP2427609B2/en active Active
- 2010-03-31 MX MX2011011685A patent/MX2011011685A/en active IP Right Grant
- 2010-03-31 MY MYPI2011005316 patent/MY152534A/en unknown
- 2010-03-31 SG SG2011080926A patent/SG175872A1/en unknown
- 2010-03-31 JP JP2012508969A patent/JP5492293B2/en not_active Expired - Fee Related
- 2010-03-31 BR BRPI1011408A patent/BRPI1011408A2/en not_active IP Right Cessation
- 2010-03-31 PL PL10712427T patent/PL2427609T5/en unknown
- 2010-03-31 CN CN201080030779.1A patent/CN102575477B/en active Active
- 2010-03-31 PE PE2011001905A patent/PE20121035A1/en not_active Application Discontinuation
- 2010-03-31 KR KR1020117027860A patent/KR101674878B1/en active IP Right Grant
- 2010-03-31 WO PCT/EP2010/054368 patent/WO2010127916A1/en active Application Filing
-
2011
- 2011-11-04 CL CL2011002779A patent/CL2011002779A1/en unknown
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1740990U (en) * | 1956-09-17 | 1957-03-07 | Friedrich Krueger | PIPE FRAME AS UNIVERSAL COMPONENT ELEMENT WITH CLAMP - CONNECTING PIECE. |
| EP0014623A1 (en) * | 1979-01-23 | 1980-08-20 | SOMEFRAN Société d'Exploitation des BREVETS MEFRAN | Bracing for a scaffold |
| JPS58162930U (en) * | 1982-04-26 | 1983-10-29 | 君岡鉄工株式会社 | Frame scaffolding connection fittings |
| JPS6427346U (en) * | 1987-08-08 | 1989-02-16 | ||
| JPH0552090U (en) * | 1991-12-24 | 1993-07-09 | 三菱化成株式会社 | Assembly scaffolding unit |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104854925A (en) * | 2013-06-29 | 2015-08-19 | 华为技术有限公司 | Uplink power control method and device |
| CN104854925B (en) * | 2013-06-29 | 2018-08-21 | 华为技术有限公司 | Ascending power control method and device |
| US10104622B2 (en) | 2013-06-29 | 2018-10-16 | Huawei Technologies Co., Ltd. | Uplink power control method and apparatus |
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN104763717B (en) * | 2015-03-23 | 2017-07-07 | 朱宏宇 | Positive-inclination multidirectional three-dimensional connecting splint section, quick-mounting frame, application and method thereof |
| CN106639277A (en) * | 2017-01-21 | 2017-05-10 | 中国航天建设集团有限公司 | Gantry scaffold and combined scaffold |
| CN106639277B (en) * | 2017-01-21 | 2019-02-01 | 中国航天建设集团有限公司 | A kind of door-type scaffold and combined type scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| PL2427609T3 (en) | 2013-06-28 |
| PE20121035A1 (en) | 2012-08-09 |
| AU2010244569A1 (en) | 2011-12-15 |
| EP2427609B2 (en) | 2016-02-24 |
| CN102575477B (en) | 2015-02-11 |
| EP2427609B1 (en) | 2013-01-09 |
| KR20120014569A (en) | 2012-02-17 |
| AU2010244569B2 (en) | 2015-09-03 |
| KR101674878B1 (en) | 2016-11-10 |
| SG175872A1 (en) | 2011-12-29 |
| CL2011002779A1 (en) | 2012-03-23 |
| BRPI1011408A2 (en) | 2016-03-15 |
| MX2011011685A (en) | 2012-04-30 |
| MY152534A (en) | 2014-10-15 |
| PL2427609T5 (en) | 2017-04-28 |
| EP2427609A1 (en) | 2012-03-14 |
| WO2010127916A1 (en) | 2010-11-11 |
| DE102009002854A1 (en) | 2010-11-11 |
| JP2012526214A (en) | 2012-10-25 |
| JP5492293B2 (en) | 2014-05-14 |
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