CN110259108A - Method for installing scaffold - Google Patents
Method for installing scaffold Download PDFInfo
- Publication number
- CN110259108A CN110259108A CN201910185173.8A CN201910185173A CN110259108A CN 110259108 A CN110259108 A CN 110259108A CN 201910185173 A CN201910185173 A CN 201910185173A CN 110259108 A CN110259108 A CN 110259108A
- Authority
- CN
- China
- Prior art keywords
- vertical frame
- lateral struts
- scaffold
- stretched
- another
- 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.)
- Pending
Links
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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/147—Railings specially adapted for mounting prior to the mounting of the platform
-
- 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/14—Railings
- E04G5/142—Railings extensible or telescopic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
-
- 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
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/303—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect
- E04G7/304—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect with tying means for connecting the bars or members
-
- 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
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
- E04G7/303—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect
- E04G7/305—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect without tying means for connecting the bars or members
-
- 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
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or 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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/24—Scaffolds primarily resting on the ground comprising essentially special base constructions; comprising essentially special ground-engaging parts, e.g. inclined struts, wheels
- E04G2001/242—Scaffolds movable on wheels or tracks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Movable Scaffolding (AREA)
- Ladders (AREA)
Abstract
The present invention relates to a kind of methods for installing scaffold (12), which includes upper and lower the first stacked vertical frame (22,38) for strutting the first plane, upper and lower the second stacked vertical frame (24,40) for strutting the second plane extended at interval with first plane (28).It establishes to be installed by least one the first and second vertical frame (22, 24) the first scaffold section (10) formed, at least one lateral struts (32 that can be stretched with first end (34) are fixed in the head zone of one of the vertical frame (24) of the first scaffold section, 132, 232, 332), and at the second end (36) that the opposite of the lateral struts that can be stretched is set, it is fixed with another vertical frame (38), then it is connect by another vertical frame lifter and with another vertical frame (22) of the first scaffold section.
Description
Technical field
The present invention relates to a kind of method for installing scaffold, which includes strutting the upper and lower of the first plane to be stacked
The first vertical frame, strut upper and lower the second stacked vertical frame of the second plane extended with first plane spaced-apart
Frame, preferably at least one by the lateral struts and/or diagonal section of the first vertical frame and the connection of the second vertical frame and preferably
At least one platform extended between first and second plane.
Background technique
There are many methods for installing scaffold.For example, with reference to EP 2 411 598 B1 or DE 10 2014
222 249 A1。
When adding layer scaffold, there are erectors cannot sufficiently obtain fixed risk, especially if must be in foot hand
Installment work is carried out on the platform (also referred to as supporting station) of the section of the upper surface of frame.
Summary of the invention
Task of the invention lies in the method for being further improved the above-mentioned type allows to unquestionably add layer foot hand
Frame, wherein the work safety needed for guaranteeing simultaneously.Described plus layer should be also simplified compared with prior art in installation.
In order to solve the purpose, the present invention substantially provides as follows aspect:
A) establish by least one first and second vertical frame and preferably at least one make its connect the first lateral struts with/
Or the first scaffold section of diagonal section composition,
B) it is fixed with first end at least in the head zone of one of the vertical frame of the first scaffold section
One lateral struts that can be stretched,
C) at the second end that the opposite of the lateral struts that can be stretched is set, it is fixed with another vertical frame, then will
Another vertical frame lifter is simultaneously connect with another vertical frame of the first scaffold section.
Here, then can unclamp first end from vertical frame and be connect with another vertical frame, then will
Another vertical frame lifter simultaneously connects (method and step d) with the vertical frame connecting first with the lateral struts that can be stretched.
Property that there is also following possibility, i.e., the lateral struts that will be stretched after adding layer by it is fixed, cannot stretch
The lateral struts of contracting are replaced.It is carried out according to the method for the present invention in subsequent adding in layer using step b) and c).
According to the present invention, for vertical frame needed for installing for adding layer scaffold using extensible and can shorten
, the lateral struts that can be stretched, be referred to as the second lateral struts, by means of second lateral struts come to vertical frame
It is promoted, to be attached, to be such as inserted into the vertical frame with vertical frame after positioning by it.Meanwhile
Referred to as the second lateral struts of installation auxiliary device are in the first and second vertical frames through installing as platform
Rail stanchion works, and carries out adding layer by the described first and second vertical frames, which, which is located and fixed within, adds layer
Between vertical frame.Therefore, it when using platform, due to having used the second lateral struts that can be stretched, has installed
Railing.
It particularly provides, two the second lateral struts that can be stretched being separated from each other and another vertical frame connect
It connects.
Second lateral struts are especially connect with the lateral crosspiece extended in the head zone of vertical frame herein, more really
It says with cutting in its fringe region, i.e., it is adjacent with the vertical beam of vertical frame (Vertikalholmen), or by by tube section
It is plugged into the narrowing or its beam extended vertically of vertical frame.
In order to realize the connection without a doubt between the second lateral struts and vertical frame or lateral crosspiece, can be used
Fast lock closing member.For this purpose, the second lateral struts are respectively provided with from the recessed of longitudinal direction side extension in its corresponding end regions
Portion, lateral crosspiece can be introduced into the recess portion, then to shift onto and to be fixed on recess portion by fixing element.
In order to dismantle corresponding scaffold, above method step carries out in reverse order, i.e., removes workbench first,
Then unclamp and put down vertical frame, so as to then from through dismantling vertical frame unclamp the second lateral struts and with it is subsequent
The upper end of vertical frame connects in such as lower plane, and vertical frame is removed from the plane.Then disassembly is set relatively
Vertical frame.Correspondingly, scaffold is gradually disassembled according to the quantity of vertical frame stacked up and down.
Detailed description of the invention
Other details of the invention, advantages and features not only from claim, from the feature-obtained in them individually and/
Or combine-and obtained from the description of preferred embodiment below.Wherein:
Fig. 1 shows the first section of scaffold；
Fig. 2 shows the scaffold sections according to Fig. 1, have another vertical frame to be installed；
Fig. 3 shows the first scaffold section according to Fig. 1, has the another of the vertical frame of the first scaffold section of alignment
A vertical frame；
Fig. 4 shows the scaffold for being added layer by means of another vertical frame；
Fig. 5 is according to the warp of Fig. 4 plus the scaffold of layer, with other workbench and other scaffold construction components；
Fig. 6 shows the lateral struts that can be stretched as rail stanchion；
Fig. 7 shows the interception part for the lateral struts that can be stretched；
Fig. 8 shows the connection between the lateral struts that can be stretched and vertical frame；And
Fig. 9 shows the connection of the crosspiece for the lateral struts and vertical frame that can be stretched.
Specific embodiment
The installation method according to the present invention for being used to add layer scaffold will be explained by attached drawing.Scaffold can be fixed
Or moveable scaffold, without thus limiting the present invention.Furthermore, it is possible to install it is usually used, such as diagonal section, truss,
The required or typical component for scaffold such as pillar, without being explained to this.In fact, those skilled in the art
Know according to which scaffold member application or required statics must install, without being explained in greater detail.
In fig. 1 it is shown that the first section 10 of the scaffold 12 of layer to be added.Herein relate to a kind of moveable foot hand
Frame.For this purpose, the moveable vertical frame 14 of setting comprising vertical and horizontal truss, wherein from height-adjustable foot
Wheel (Fahrrollen) 18,20 starts to carry out.Using transverse truss 16, so that the first for strutting the first plane 26 is first vertical
Frame 22 and the first the second vertical frame 24 for strutting the second plane 28 connect.Plane 26,28 extends with being separated from each other.?
The platform 30 of (begehbare) of can walking is fixed between first and second truss 22,24, which is also referred to as supporting station
(Belagb ü hne).
Additionally, there are the diagonal sections not marked in detail and/or the first lateral branch for reinforcing the first scaffold section 10
Column.In this respect, it is the common structure of scaffold.
In order to add a layer scaffold section 10, two lateral struts that can be stretched used according to the invention, wherein Fig. 1 extremely
In 5 diagram, a lateral struts 32 in lateral struts are only can be seen in the side view based on reproduction.
Referred to as the second lateral struts, the lateral struts 32 that can stretch with end 34 in embodiment with the second vertical frame
Frame 24 connects, more specifically preferably with the lateral crosspiece (Quersprosse) that extends in its head frame, such as
On longitudinal beam by connecting or being plugged into vertical frame 24.It, such as can be from here, can be attached by fast lock closing member
As being learnt according to the detailed diagram of Fig. 6.But it is also possible to using other connection types, such as lock connection or similar.
After the first end 34 for the second lateral struts 32 that can be stretched is connect with the second vertical frame 24, Neng Goushen
The second end 36 that is opposite and setting of the lateral struts 32 of contracting is connect with another vertical frame 38, more specifically preferably same
Sample connect with the lateral crosspiece extended in head zone, more specifically in their end regions.Certainly, there is also such as
Lateral struts 32 are connect by lower possibility with the longitudinal beam of vertical frame.The lateral struts 32 that will be stretched and second are vertically
The installation steps that frame 24 and another vertical frame 38 connect obtain in Fig. 1.
Then, while extending lateral struts 32, make another vertical frame 38 promoted and with the first vertical frame 22
Alignment, as shown in Figure 2.Then, by another vertical frame 38, i.e. second of first vertical frames of plane 26, with common
Mode is connect with the first first vertical frame 22.
In installation steps related to this, the personnel for implementing operation are usually on platform 30.
After vertical frame 22,38 is connected to each other, by the first end of lateral struts 32 from the second vertical frame 24
It unclamps, to be connect with another vertical frame 40, more specifically equally in another vertical frame 40, the i.e. second vertical frame
Head zone in.According to the explanation being previously completed, then lateral struts 32 are promoted and are shortening another vertical frame 40
While be aligned and be attached thereto with the second vertical frame 24.Therefore, the first second vertical frame 24 and second
Two vertical frames 40 extend in the second plane 28, as shown in Figure 4.
After second of second vertical frames 40 are installed, due to the lateral struts 32 that can be stretched had it is available
Railing, the railing use platform 42 for staying between second of first vertical frames 38 and second of second vertical frames 40
It is required.Therefore, according to security regulations, can work on platform 42, and can install other diagonal section or
Lateral struts, as can be seen from Fig. 5, so as to use the scaffold 12 for adding layer in whole circumference.
According to above method step, scaffold 12 can pass through other sections plus layer.
In fig. 6 it is shown that the lateral struts 32 that can be stretched, have fast lock closing member in its end 34,36, with
It is connect with vertical frame or its crosspiece.It can be seen that from detailed diagram A for this purpose, end regions have and extend from surface
Recess portion 44, in embodiment, a section of the lateral crosspiece of one of vertical frame can be introduced into the recess portion.
Then, covering element 46 elapses on recess portion 44 and thus crosspiece, and is carried out by means of such as thumb screw 48
It is fixed, so that it is guaranteed that secure connection.Without departing from the present invention, the other connections for such as locking connection are equally possible
's.
If dismantling corresponding scaffold 12, carried out on the contrary according to aforementioned installation steps.Therefore, foot hand is being removed
After diagonal section and other lateral struts in the section 100 of the upper surface of frame 12, platform 42 is removed first, then to pass through
Second of second vertical frames 40 are unclamped from the first second vertical frame 24 and puts down second second as illustrated in fig. 3 and erects
Straight frame 40.Then, the end 34 of the second lateral struts 32 is unclamped from vertical frame 40, so as to the first the second vertical frame
The lateral crosspiece of frame 24 connects.It is then possible to which second of first vertical frames 38 are unclamped from the first first vertical frame 32
And put down, such as Fig. 1 it can be seen that.
As explaining the present invention by two scaffold sections 10,100, then self-evident scaffold can also be with
With more than two sections, so that basis is constructed or is disassembled by the teachings of the present invention.
Fig. 7 shows a kind of interception part of a section of the embodiment for the lateral struts 132 that can be stretched, the cross
It is made of to pillar inner tube 134 and outer tube 136.Here, inner and outer tubes 134,126 are preferably round tube.It is flexible in order to limit, outside
Pipe 136 has the lantern ring 138 for the annular for preferably acting as retainer, which for example welds together with outer tube 136.Inner tube
134 have the protruding portion 140 to interact with retainer 138, which passes through the notch of the corresponding flute profile of outer tube.
In addition, outer tube 136 has circular groove 142, the groove and the 144 phase interaction of ring-type element for surrounding (umgeben) inner tube 134
It is connect with, the ring-type element, for example by screw or rivet with inner tube.By measure related to this, inner and outer tubes are limited
134,136 scalability relative to each other.
Between the beam 234 of the lateral struts 232 and vertical frame that can stretch as can be drawn from Figure 8 extended vertically
A kind of connection feasible program, central sill 234 narrow in end side.It, can be with grafting sleeve 238, the set on the section to narrow 236
Cylinder is fixed by falling type plug (Fallstecker) 240.Sleeve 234 is for example connect by means of welding with holding element 242, energy
Enough flexible lateral struts 232 rotatably extend (axis 244) from the holding element.
Fig. 9 is intended to show that the connection between crosspiece 340 and the lateral struts that can be stretched 332, and middle rail 340 has example
Such as tunnel profile.The lateral struts 332 that can be stretched pivotly are connect with holder, which is fixed on tunnel profile
On 340.The lateral struts 232 that can be stretched can be pivoted around the longitudinal axis for being parallel to crosspiece.For this purpose, the cross that can be stretched
It can be connect to pillar 232 by means of screw or solid rivet 334 with holder 336.
The pillar that can be stretched may remain in any plane.But therefore, each supporting station, which needs two, to stretch
The pillar of contracting.
Alternatively, after each installation steps, the pillar that can be stretched can be replaced with fixed pillar.Therefore,
Two pillars that can be stretched only are needed for total.Then on the last one supporting station, the branch that can stretch
Column, which will retain, to be used.
Claims (10)
1. one kind is for the method for installing scaffold (12), the scaffold includes strut the first plane upper and lower stacked first
Vertical frame (22,38), strut the second plane extended at interval with first plane (28) upper and lower stacked second
Vertical frame (24,40), preferably at least one by lateral struts of the first vertical frame and the second vertical frame connection and/or right
Corner and preferably at least one platform (30,42) extended between the first and second planes,
It is characterized in that,
A) the first scaffold section (10) being made of at least one first and second vertical frame (22,24) is established,
B) it is fixed in the head zone of one of the vertical frame (24) of the first scaffold section with first end
(34) lateral struts (32,132,232,332) that at least one can stretch,
C) at the second end (36) that the opposite of the lateral struts that can be stretched is set, it is fixed with another vertical frame
(38), then connect by another described vertical frame lifter and with another vertical frame (22) of the first scaffold section
It connects.
2. the method as described in claim 1,
It is characterized in that,
D) after method and step c), the first end (34) is unclamped from vertical frame and with another vertical frame
(40) it connects, is then erected by another described vertical frame lifter and with what is connect first with the lateral struts that can be stretched
Straight frame is attached.
3. the method as described in claim 1,
It is characterized in that,
After method and step c), the lateral struts (32,132,232,332) that can be stretched are replaced by fixed pillar.
4. the method as described at least one of preceding claims,
It is characterized in that,
Two lateral struts (32,132,232,332) that can be stretched being separated from each other and another vertical frame (38,40)
Connection.
5. the method as described at least one of preceding claims,
It is characterized in that,
Make another vertical frame (38. 40) in the lateral struts (32,132,232,332) that can be stretched or
By the platform or another after vertical frame (the 22,24) connection of the first scaffold section (10) below person's lateral struts
A platform (42) and the vertical frame, particularly another vertical frame extended in first and second plane (26,28)
Connection.
6. the method as described at least one of preceding claims,
It is characterized in that,
According at least to method and step b), c), preferably in method and step b), c) and d) after, establish at least another scaffold
Section, wherein platform is fixed in uppermost scaffold section before establishing another described scaffold section.
7. the method as described at least one of preceding claims,
It is characterized in that,
The lateral struts (32,132,232,332) that can be stretched or the lateral struts that can be stretched in vertical frame
Lateral crosspiece (340) connection extended in the head zone of (24,38,40).
8. the method as described at least one of preceding claims,
It is characterized in that,
The lateral struts (32,132,232,332) that can be stretched or the lateral struts that can be stretched are by locking or quickly
Fastening device (46,48) is connect with the vertical frame (24,38) or the lateral crosspiece.
9. the method as described at least one of preceding claims,
It is characterized in that,
The lateral struts (32) that can the be stretched preferably change with the beam of the vertical frame (24) extended vertically indirectly
Thin end section (236) connection.
10. the method for dismantling scaffold, the scaffold are installed at least one of 9 according to claim 1,
It is characterized in that,
The disassembly carries out on the contrary with the method and step for installing scaffold.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102018105660.5 | 2018-03-12 | ||
| DE102018105660.5A DE102018105660A1 (en) | 2018-03-12 | 2018-03-12 | Method for mounting a scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110259108A true CN110259108A (en) | 2019-09-20 |
Family
ID=65763366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910185173.8A Pending CN110259108A (en) | 2018-03-12 | 2019-03-12 | Method for installing scaffold |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP3540148A1 (en) |
| CN (1) | CN110259108A (en) |
| DE (1) | DE102018105660A1 (en) |
| RU (1) | RU2019106662A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP3839172B1 (en) * | 2019-12-20 | 2023-05-17 | Tobler AG | Railing post for a front railing, front railing for temporarily preventing falls from a new scaffolding level, scaffold for building, repair and/or assembly work and method for constructing a scaffold |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003025311A1 (en) * | 2001-09-19 | 2003-03-27 | Turner Access Limited | Improvements in and relating to scaffolding |
| DE202004003628U1 (en) * | 2004-03-05 | 2004-05-19 | Wilhelm Layher Vermögensverwaltungs-Gmbh | Device for the assembly of a temporary upright of a scaffold |
| US20040200668A1 (en) * | 2003-04-14 | 2004-10-14 | Benoit Duplessis | Scaffolding system |
| CN2734895Y (en) * | 2004-08-31 | 2005-10-19 | 北京康得环保科技股份有限公司 | Step repairing rack |
| EP2175087A1 (en) * | 2008-10-10 | 2010-04-14 | Wilhelm Layher Verwaltungs-GmbH | Method for mounting and demounting a mobile scaffold |
| DE102009021371A1 (en) * | 2009-05-14 | 2010-11-18 | Weiss, Johannes | Guard rail-integrated scaffold frame for use on outer wall of building, has lock movably fastened to rail support for blocking fork of rail support, and locking surface engaged and connected with carrier section by pivoting or shifting |
| CN205116676U (en) * | 2015-10-15 | 2016-03-30 | 苏州拓科装饰工程有限公司 | Convenient to carry's scaffold |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010000472A1 (en) | 2010-02-19 | 2011-08-25 | Wilhelm Layher Verwaltungs-GmbH, 74363 | Scaffolding and method for mounting or dismounting such scaffolding |
| DE102014222249A1 (en) | 2014-10-31 | 2016-05-04 | Hünnebeck GmbH | Method and device for mounting a scaffold tower |
-
2018
- 2018-03-12 DE DE102018105660.5A patent/DE102018105660A1/en not_active Ceased
-
2019
- 2019-03-11 EP EP19161927.9A patent/EP3540148A1/en not_active Withdrawn
- 2019-03-11 RU RU2019106662A patent/RU2019106662A/en not_active Application Discontinuation
- 2019-03-12 CN CN201910185173.8A patent/CN110259108A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003025311A1 (en) * | 2001-09-19 | 2003-03-27 | Turner Access Limited | Improvements in and relating to scaffolding |
| US20040200668A1 (en) * | 2003-04-14 | 2004-10-14 | Benoit Duplessis | Scaffolding system |
| DE202004003628U1 (en) * | 2004-03-05 | 2004-05-19 | Wilhelm Layher Vermögensverwaltungs-Gmbh | Device for the assembly of a temporary upright of a scaffold |
| CN2734895Y (en) * | 2004-08-31 | 2005-10-19 | 北京康得环保科技股份有限公司 | Step repairing rack |
| EP2175087A1 (en) * | 2008-10-10 | 2010-04-14 | Wilhelm Layher Verwaltungs-GmbH | Method for mounting and demounting a mobile scaffold |
| DE102009021371A1 (en) * | 2009-05-14 | 2010-11-18 | Weiss, Johannes | Guard rail-integrated scaffold frame for use on outer wall of building, has lock movably fastened to rail support for blocking fork of rail support, and locking surface engaged and connected with carrier section by pivoting or shifting |
| CN205116676U (en) * | 2015-10-15 | 2016-03-30 | 苏州拓科装饰工程有限公司 | Convenient to carry's scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| DE102018105660A1 (en) | 2019-09-12 |
| RU2019106662A3 (en) | 2020-09-17 |
| RU2019106662A (en) | 2020-09-17 |
| EP3540148A1 (en) | 2019-09-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP1944430B1 (en) | Peripheral slab formwork system | |
| KR200479716Y1 (en) | system scaffold for architecture | |
| CN110259108A (en) | Method for installing scaffold | |
| JP5824226B2 (en) | Leading handrail | |
| CN208502206U (en) | Assembling the shaped steel suspension scaffolding | |
| JP4996916B2 (en) | Installation method of wire mesh panel and handrail | |
| KR101905363B1 (en) | Apparatus for using rectangle scaffold | |
| US2468186A (en) | Scaffold | |
| JP2008297704A (en) | Brace serving also as handrail | |
| CN100387795C (en) | Scaffold, beam for such scaffold and method of constructing such scaffold | |
| JP4204605B2 (en) | Assembly scaffold | |
| JP7190134B2 (en) | Receiving stage and its mounting method | |
| ITRM20080631A1 (en) | PARAPET FOR MODULAR SCAFFOLDING. | |
| US20080001049A1 (en) | Bracing Structure, Fastener and Method for Bracing a Support Structure Having Props for Ceiling Formworks | |
| JP6491895B2 (en) | Reinforcement frame for temporary structures | |
| JP2019135355A (en) | Support for temporary scaffold | |
| JP6520533B2 (en) | Overhead crane support device and load receiving member | |
| JP2019027196A (en) | Staircase opening handrail and temporary scaffold incorporating the same | |
| CN104806003B (en) | A kind of pylon is set up with scale rule, pylon and the quick erection method of pylon | |
| JP3904873B2 (en) | Handrail post and temporary handrail | |
| KR20190041976A (en) | Coupling device for scaffolding pipes | |
| JP5860182B1 (en) | FIXING STRUCTURE FOR SUSPENDED FOUNDATION AND METHOD OF ASSEMBLY | |
| JP5502653B2 (en) | Prop members and slabs and temporary scaffolds | |
| JP2019112891A (en) | Temporary scaffolding member | |
| JP2009191506A (en) | Handrail and prefabricated scaffolding |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190920 |
|
| WD01 | Invention patent application deemed withdrawn after publication |