CN101360872B - Guide shoe and climbing system for use in the building sector - Google Patents
Guide shoe and climbing system for use in the building sector Download PDFInfo
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- CN101360872B CN101360872B CN2007800017890A CN200780001789A CN101360872B CN 101360872 B CN101360872 B CN 101360872B CN 2007800017890 A CN2007800017890 A CN 2007800017890A CN 200780001789 A CN200780001789 A CN 200780001789A CN 101360872 B CN101360872 B CN 101360872B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
Abstract
A guide shoe (16) for a climbing system for use in the building sector comprises at least one guide shoe (86) which can be displaced in the horizontal direction and can be pivoted about a horizontal axis. A climbing system comprises: at least one such guide shoe; at least one scaffold unit which can be guided and/or suspended in at least one guide (16) on a structure; and at least one lifting drive which can be releasably fitted directly on discrete mounts (20) on the structure and which can be switched between a first operating mode in which the scaffold unit can be raised and a second operating mode in which the lifting drive can be raised.
Description
Technical field
The present invention relates to lead boots (F ü hrungsschuh) and climbing system in a kind of building field.
Building field known especially for build multilayer, preferred extra high building uses from climbing system.In these systems, be provided with the necessary template of vertical wall of construction of buildings.In case newly-built wall enough hardens, lifting drive is bearing on the wall by the section bar that is fit to, carry the so-called scaffold unit of template in order to lifting, continue " growth " thereby make in the perpendicular walls zone thereon on the throne.During building this wall, the drive unit of scaffold unit is " continuing to advance " upwards, to make scaffold unit continue to promote from newly-built section, as long as the sclerosis sufficiently of this section.
Background technology
By US 4,962,828 known this systems.Under the situation of this document, scaffold unit is not necessarily to have template, but for example has from the outwardly directed safety net of building to be built and/or be used for platform near building (comprising roof thereon yet to be built) to be built.Described platform is installed on the scaffold unit.Other section bar can be installed on each position of building, and is provided with switchable drive unit, in order to or hoisting scaffold unit or lifting be provided for being installed in section bar on the building.
The climbing system that known a kind of the applicant who is called SKE makes in this climbing system, is used for the vertical section bars that the drive unit of hoisting scaffold unit can support thereon and can be installed in building.At a selectable run location place, drive unit is bearing in and hangs this moment and/or be anchored on the scaffold unit on the building, in order to thus vertical section bars is risen on the new section.
Summary of the invention
The objective of the invention is, what be provided for building field leads boots and climbing system, and they are being improved aspect effective structure.
This purpose realizes by leading boots and being equipped with described climbing system of leading boots of describing in claim 1.Preferred improvement project has been described in other claims.
The possibility that guide is broken away from from the scaffold unit of climbing system will be advantageously to realize like this, promptly, make lead boots-below be also referred to as at least one guiding pincers that can move in the horizontal direction and can rotate around horizontal axis of guide-have, the encirclement of described guiding pincers for example is the part of section bar, section bar of T-section bar, I-section bar or U-section bar or one section.At least one section bar that is arranged on the scaffold unit for example can be T-section bar or I-section bar, and its horizontal leg (going up observation at letter " T ") is parallel to the building outside and extends towards this building.In this case guiding pincers can be in the zone of "T"-shaped vertical leg from behind conjugation on this (level) leg, and be disengaged and regain by rotating around substantially horizontal axle by moving horizontally.Another advantage of at least one guiding pincers of rotating installation is on guide, and the situation on the keeper of building of can being installed in swingably for guide can be avoided the load of point type.When scaffold unit is bearing on the guide, promptly under the situation of this rotating installation, as following by means of accompanying drawing described, tilt like this, promptly, guide (observing in cross-sectional view) point-like ground or (observing) are abutted on the section bar along a line three-dimensionally, and can produce high load capacity here.This can advantageously be avoided by the movable guiding pincers that are arranged on the guide with changeing.
The described boots of leading can be arranged on the lifting drive of climbing system.In addition, this is led boots and can also be installed on the wall seat that is arranged on the building, and/or the scaffold unit of climbing system can be guided leading on the boots.
Advantageously verified in addition, the distance between the outer end that the guiding pincers can clamp around the swinging axle and the guiding of its swing is less than the distance between the fixed part between swinging axle and a guide and the wall seat.The swing that can hinder guiding to clamp thus with the fixed part of advantageously avoiding between guide and the wall seat.
Therefore realize being directly installed on lifting drive on the building keeper and/or the guiding of realization scaffold unit by this boots of leading with effective and efficient manner and method, this guiding is favourable when scaffold unit rises especially.In addition, following feature self individually and with further feature combination all be favourable: be provided with two ratchets or fulcrum post, described ratchet or fulcrum post have guide as described below respectively; Leading boots is rotatably supported on the wall seat; For rotating supporting,, adjust as supporting the rubber buffer of leading boots by spring or other flexible member as what describe in detail below with being used for face shape; Guide grab or being guided in partly of guiding pincers are not for example carried out swingably by quadrangle or other polygon leading on the boots, and carry out swingably partly, so that guide grab can rotate after moving axially, as following describe in detail by means of Fig. 7.
Described here climbing system is preferably from climbing system, is referred to as below from climbing system, and this climbing system has at least one scaffold unit, and this scaffold unit can guided in the boots and/or suspension at least one aforesaid leading on the building.On scaffold unit, be equipped with for the necessary working platform of finishing of task, template and like from scaffold unit.To emphasize that for scaffold unit this scaffold unit only must have the section bar that supports according to the present invention in a plane.Although can be provided with other support sections, but scaffold unit can be especially simply and easily is designed to only be provided with a plane with support sections, this plane can be positioned at the position of close especially building, keeping small owing to power and the torque that the vertical force that is incorporated in the building causes.Can guide therein and/or the guide of scaffold cradle unit for example can be mounted in wall seat on the building.Particularly current preferably scaffold unit being designed to can be suspended on the building in upper area.Can guide so-called leading on the boots in lower area, this leads the ingredient that boots for example can be installed on another wall seat and can regard the lifting drive that describes below as.
According to the present invention, have at least one lifting drive from climbing system, this lifting drive can be directly installed on the point type keeper on the building.Described drive unit advantageously generates unique second an other vertical plane except that the vertical plane of scaffold unit support sections.Especially the parts that described drive unit is not parallel to each other on the lifting direction and extends.Because described drive unit can be for example is directly installed on the building by the boots of leading on one or more wall seats that are installed in building for example, does not therefore need the additional vertical section bars that always needs in the prior art.Therefore, textural can design especially simply from climbing system at it according to of the present invention.On building, only need to be provided with the keeper such as the wall seat of point type.Drive unit is only arranged, and what comprise existence in case of necessity leads boots between the keeper and scaffold unit of described point type, and need not other vertical plane.Therefore can build from climbing system with few especially consumption.
In addition, but can be removably mounted on lifting drive on the building and can and can promote between second method of operation of lifting drive in first method of operation of hoisting scaffold unit and switch.Therefore, come the hoisting scaffold unit or promote existing drive unit, can realize desired climbing with effective and efficient manner and method owing to for example need not crane.In this case, it is contemplated that in principle, lifting drive only is being arranged in first method of operation between keeper on the building and the scaffold unit works, and this lifting drive is removed and is brought to higher zone by manpower and makes its lifting in second method of operation.Show as according to advantage of the present invention in this case, drive unit can keep for a short time and be light, thereby this process realizes by manpower with the consumption that can bear.
Advantageously verified for engaging between lifting drive and the scaffold unit, use the outstanding projection that climbs.This projection that climbs provides in simple in structure in corresponding lifting process for necessary of supporting.But should be pointed out that the present invention also can realize by joining section, this joining section is designed to depression, the opening in for example porose section bar, and for example the projection on the tooth bar perhaps is designed to alternate manner.
In addition, now further preferably, at least one guide is disengaged from scaffold unit.So advantageously, lifting drive can be generally from scaffold unit separate and therefore for example can by with portable to higher zone.This makes it possible to achieve the so-called part fluid pressure type method of operation, only carries out the operation of lifting drive in this mode when the hoisting scaffold unit.Can advantageously imagine by the lifting drive that can take off in addition and such operation combination, realize by crane at least in part in the lifting of this scaffold unit in service.It is to be noted that in this case especially when scaffold unit extended in the zone of one or more section bars at guide, guide and scaffold unit were disengaged and make it possible to drive unit is taken off from scaffold unit.Also it is contemplated that at this by described measure and to take off drive unit constantly, otherwise then such moment must be waited for, climbed enough highly at this moment scaffold unit, thereby, scaffold unit no longer is arranged in the zone of guide, and described guide can be taken off from the keeper on the building, for example wall seat this moment.
The parts that lifting force passed to scaffold unit for lifting drive are advantageously verified, use at least one ratchet and/or at least one fulcrum post.Ratchet or fulcrum post are loaded by gravity preferably in first method of operation and be subjected to spring-loaded in second methods of operation.Certainly this also can carry out conversely, promptly, make ratchet or fulcrum post in first method of operation, be subjected to spring-loaded and in second method of operation, loaded by gravity, perhaps all be loaded by gravity in two kinds of methods of operation or in two kinds of methods of operation, all be to be subjected to spring-loaded.
In addition, in this article also advantageously, at least two ratchets or fulcrum post are arranged on the drive unit up and down along the lifting direction stackedly.This makes it possible to advantageously realize further dividing " level " in the elevating movement of scaffold unit or drive unit.Described classification is at first determined by the joint element on the scaffold unit, the spacing of for example climbing between the projection.But when guide is provided with two or more ratchets or fulcrum post, one or another ratchet or one or another fulcrum post are engaged with the specific projection that climbs, make " classification " thinner thus.For example can make the spacing of climbing between the projection 22 respectively be 300mm, and two fulcrum posts 80 are provided with the spacing of 150mm, thereby obtain the classification of 150mm generally.Can be provided with special ratchet and/or fulcrum post for first or second method of operation in addition.
Advantageously verified for fulcrum post, be provided with the guiding profile portion that at least one has lower flat section and/or top steeply inclined section.The fulcrum post that top steeply inclined section makes it possible to use gravity to load, this fulcrum post in this zone because the steeply inclined configuration of guiding profile portion and promptly to decline.The lower flat zone makes it possible to advantageously make fulcrum post deflection slightly, when scaffold unit climb projection as below by means of accompanying drawing describe in detail like that must pass through fulcrum post deflection at least in short time and on fulcrum post through out-of-date, this is essential.
It is contemplated that on the principle, respectively unique ratchet or unique fulcrum post switchably are designed so that to realize two methods of operation.But preferably be provided with at least one locking pawl now, this locking pawl is advantageously locking under first method of operation, and under second method of operation, be used to make drive unit pass through by means of locking pawl on scaffold unit supporting and " upwards pulling ".
In addition, now also preferred for safety in operation, at least one drive unit is kept and/or load along the scaffold unit direction by keeper and/or gravity.
Design for scaffold unit will consider that scaffold unit has and/or bears very big weight, and this weight can only be born by building.Therefore gravity and other power apart from the effect of building certain distance tend to make the scaffold unit distortion and " leaving building ".Therefore advantageously verified, but make described scaffold unit leave the support that has at least one pretension in the zone of building one.This support can make scaffold unit " on the direction of building " pretension and make usually because the distortion that described active force occurs keeps less.Be used to protect the guardrail that is positioned at the manpower on the corresponding platform of scaffold unit can being equipped with on this support.When as following detailed description the in detail according to of the present invention when climbing system has a plurality of interconnective vertical section bars, described support also makes it possible to realize no intermittence.By this support scaffold unit advantageously is complementary with the building section that tilts in addition.
Advantageously, described support can be adjusted between each plane of scaffold unit, because this support has a plurality of permanent positions, support can be installed on a plurality of horizontal planes of scaffold unit by these permanent positions.This makes scaffold unit and plane disposed thereon can be complementary with the different floor heights of interior of building easily with platform.
The fixing of support for example can be realized by eccentric shaft.For pointing out all that by the fixing of eccentric shaft and for above-mentioned support they are own or can bring into play its advantage in combination with one another, but needn't necessarily be arranged on according to climbing system of the present invention.So eccentric shaft structure that has the support of one or more features above-mentioned and/or that describe below and have one or more features above-mentioned and/or that describe below equally itself, and the combination of described support and described eccentric shaft, but not according to of the present invention from climbing system, also be considered as the application's content.
Can have in vertical direction bigger size from climbing system in end-state according to of the present invention.In order to simplify the construction to its end-state from climbing system, this system can have two or more interconnective rigidly vertical section bars.When beginning, the process of climbing to make from climbing system by unique vertical section bars operation.In case on the described certain altitude above climbing system is positioned at ground, can at first another vertical section bars be installed with the layout that tilts, when described another vertical section bars is between described climbing system that rises to certain altitude and ground, described another vertical section bars is connected rigidly then.In addition, can also make scaffold unit for example be provided with " kink " along the building direction where necessary by the vertical section bars that separates by this way, can realize corresponding building geometric shape.
In addition, also advantageously verified for the operation from climbing system, scaffold unit has at least one and is used to make the bearing unit of scaffold unit horizontal supporting on building.This bearing unit can make scaffold unit do not led boots and retrain, thus can be effectively and hoisting scaffold unit reliably.
Description of drawings
Describe the present invention in detail by means of the exemplary embodiment that illustrates in the accompanying drawings below.In the accompanying drawings:
Fig. 1 illustrates according to of the present invention from the lateral view of climbing system under first method of operation,
Fig. 2 illustrates according to of the present invention from the lateral view of climbing system under second method of operation,
Fig. 3 illustrates the lateral view of a part under second method of operation of drive unit,
Fig. 4 illustrates the rear elevation of a part under second method of operation of drive unit,
Fig. 5 illustrates the lateral view of the optional embodiment of drive unit,
Fig. 6 illustrates the lateral view of guide, and
Fig. 7 is illustrated in the vertical view of the guide shown in Fig. 6.
The specific embodiment
In Fig. 1,, wherein in Fig. 1, can see a drive unit 18 mainly to comprise scaffold unit 12 and a plurality of drive unit 18 that is provided with along building 14 from climbing system 10 shown in the lateral view.Shown in Figure 1 from the such state of climbing system 10, under this state, promote from climbing system 10, above present uppermost building section, to build another section by drive unit 18.For this reason, in the zone of the top of scaffold unit 12, be provided with template car 30, platform 34, various guardrail 36 that on substantially horizontal direction, movably has one or more templates 32 and the support 38 that is used to adjust template.As shown in Fig. 1 left side, be built into various building section by means of template 32.In case the cement in the building section of the top sufficiently hardens, anchoring wall seat 20.3 thereon for example then, scaffold unit 12 is suspended in this wall seat in the zone at an upper portion thereof.Fig. 2 illustrates this suspension status.
Also additional illustrating in Fig. 1, scaffold unit 12 has two vertical section bars 26.1,26.2 in the illustrated case, and described vertical section bars for example can be designed to T-section bar or I-section bar.These two vertical section bars 26.1,26.2 interconnect rigidly.Particularly, at first extend under the state that only promotes from ground slightly of vertical section bars 26.2 that the vertical section bars 26.1 of below can be up and leave building 14 and install swingably along the direction that tilts, then, if the vertical section bars of top has been enough to make the vertical section bars 26.1 of below to be aligned in vertical direction between the vertical section bars 26.2 and ground of top with promoting, then be connected rigidly with the vertical section bars 26.2 of top.
In the embodiment shown, realize that by support 24.2 this support tilts in the illustrated case or is orientated diagonally to the supporting of 30 upper beams 42 thereon of template car platform 44 following with being positioned at this upper beam.As shown in support 24.2 lower areas, this support can have a large amount of permanent openings so that support can with put the beams in place 42 and platform 44 between different spacing be complementary.Be implemented in fixing on the platform 44 by eccentric shaft 46 in the illustrated case.In addition, but support 24.2 is pretensions.This pretension is generally on the direction of building 14, promptly carry out on the counter clockwise direction at Fig. 1, with to exist by the parts in scaffold unit 12 upper areas and must be delivered to gravity reaction in the building 14, and do not make vertical section bars 26 leave the danger of the obvious distortion of building.In the illustrated case, another this support 24.1 between the platform 48 of platform 44 and below is shown.It is pointed out that vertical section bars 26 forms unique vertical plane in the zone of scaffold unit 12.
Another unique vertical plane constitutes by drive unit 18.But as what describe in detail below, this drive unit can be installed on each point type keeper 20 of building 14 and the vertical plane that need not to add, and for example can be installed in the vertical section bars on the building.Drive unit 18 has: can be removably mounted on lower guide boots 16.1 and upper guide boots 16.2 on the wall seat 20.1,20.2 respectively, the seat 50 that climbs, lift cylinders 52 that engages with scaffold unit 12 and the guide peg 54 that extends above the seat 50 that climbs are provided.In state shown in Figure 1, if drive unit is anchored on the building 14, and answer hoisting scaffold unit 12, the lift cylinders 52 that is bearing on the building by lower part wall seat 20.1 is stretched out, to make scaffold unit 12 liftings by engaging between climb seat 50 and the scaffold unit 12.On the vertical section bars 26 of scaffold unit 12, be provided with a plurality of projections 22 that climb in the illustrated case for this reason.Describe in detail like that with reference to figure 2 as following, the seat 50 that climbs has at least one and is used for and the ratchet 56 of the bump bond of climbing.If lift cylinders 52 is stretched out, then guide peg 54 is moved by the upper guide boots 16.2 that are installed in wall seat 20.2.
If scaffold unit 12 rises to it and is suspended on end-state on the top wall seat 20.3 with upper area, then as described in detail later like that, the seat 50 that climbs is switched to no longer engages with the downside of the projection that climbs.Guide peg 54 is fixed on the upper guide boots 16.2, thereby promotes upper guide boots 16.2 when lift cylinders 52 is stretched out.This seat that also will climb 50 takes higher position to, climb the seat upside that can be bearing in the projection that climbs like that as described in detail later in this position on, upwards to spur the lower guide boots when lift cylinders 52 withdrawals.So in advance and wall seat 20.1 disengagings of these lower guide boots, promptly bearing unit 28 pushes scaffold unit away from building along the arrow A direction, thus scaffold unit 12 no longer is pressed on the guide 16.1 along the direction opposite with arrow A.Such this guide as described and wall seat 20.1 break away from and are upwards spurred when lift cylinders 52 is drawn in then.
The lifting of drive unit 18 shown in Figure 2.As shown in Figure 2, scaffold unit 12 is suspended on the wall seat 20.3 of the top, and lift cylinders 52 shown in be in the state of drawing under the situation.This means that as clearlying show that among Fig. 4, the seat 50 that climbs is bearing on the upside of the projection that climbs, upwards to spur lower guide boots 16.1.Then lower guide boots 16.1 are bearing on the upside of the projection that climbs, and continue upwards the roof pressure seat 50 that climbs by stretching out of lift cylinders 52, thereby the seat 50 that climbs can be bearing in the upper area, also upwards to spur lower guide boots 16.1 subsequently.Repeating this process can be placed on the top wall seat 20.3 and lower guide boots 16.1 are installed on (centre) wall seat 20.2 up to upper guide boots 16.2.Can in second method of operation, carry out this lifting of drive unit 18, and in upper area, build another wall section by template 32.In case this wall section sclerosis, and situation substantially as shown in Figure 1, then scaffold unit can be risen to again higher section.
Fig. 3 is shown specifically the ratchet 56 of the seat 50 that climbs, this ratchet is loaded by gravity in first method of operation of hoisting scaffold unit 12, ratchet rotates in the direction of arrow B from position shown in Figure 3 thus, thereby its upper surface 58 can enter with the soffit 60 of the projection 22 that climbs and engage, with the hoisting scaffold unit.In position shown in Figure 3, ratchet 56 in second method of operation for example by the spring pretension, thereby the upper surface 58 of ratchet 56 can be from the side, in Fig. 3 from the left side on the projection 22 that climbs process so that the seat 50 that climbs moves up when drive unit promotes.When the lower area of ratchet slipped in the zone of the projection 22 that climbs as shown in Figure 3, this ratchet antagonistic spring power was slightly along the swing of arrow B direction, passing through on the projection that climbs.
Shown in Figure 4, how when promoting, drive unit 18 is implemented in the supporting on the upside of leveling of the projection 22 that climbs.Be provided with so-called locking pawl 60 for this reason, this locking pawl according to the view of Fig. 4 by spring pretension and having in the example shown from the lower-left left to the inclined-plane of upper right extension.When the seat 50 that climbs moves upward and locking pawl 60 when running on the projection that climbs, locking pawl 60 can be offset to the right by this inclined-plane antagonistic spring power.When lift cylinders 52 was stretched out, locking pawl 60 engaged with the upside of its downside with the projection that climbs, upwards to spur lower guide boots 16.1 (referring to Fig. 1 and 2) by drawing in lift cylinders 52.
Fig. 5 illustrates another embodiment, and it is that drive unit 18 is not mounted on the lower guide boots 16.1 aspect drive unit with according to the embodiment difference of Fig. 1 to 4, but directly is bearing on the wall seat 20.What lower guide boots 16.1 also designed with shown in Fig. 1 to 4 in this embodiment is different, and will describe in detail with reference to figure 6 and 7.It is to be noted that for drive unit 18 its support on wall seat 20 is positioned at the distance relatively large with vertical section bars 26, this vertical section bars is provided with the projection 22 that climbs.Because drive unit 18 is bearing in the zone away from vertical section bars 26, and gravity acts on the drive unit 18 like this, that is, make drive unit " automatically " tumble and guarantee joint reliably thus towards vertical section bars 26.Keeper 62 prevents that drive unit 18 breaks away from vertical section bars to the right simultaneously.The projection 22 that climbs is designed to have joint close 64 on its downside and having breach 66 on the side thereon in this case.Fulcrum post 68 on the seat 50 that climbs of drive unit 18 engages with described joint close 64, to pass through vertical section bars 26 hoisting scaffold unit.This fulcrum post 68 engages with breach 66 on upside, upwards to spur drive unit 18 in second method of operation.For it is contemplated that, take off drive unit 18 and it is mentioned higher wall section with hand at the embodiment shown in Fig. 5.
At another embodiment that leads boots 16 shown in Fig. 6 and 7.This is led boots and mainly is installed in rotation on the wall seat 20 by latch 70, and described latch 70 can have the safety device of junction plate 72 and wire rope 74 forms, and described wall seat is anchored in the building by anchoring piece 76.The boots 16 of leading that will be installed in rotation on the wall seat 20 by spring or rubber buffer 78 remain on suitable position.Lead the not ratchet shown in Fig. 1 to 4 of boots 16 in the embodiment shown in fig. 6, but have two fulcrum posts 80.1,80.2 in the illustrated case, they can move in guiding profile portion 82.2,82.1 separately.The boots 16 of leading shown in Figure 6 engage with the projection 22 that climbs with the situation by vertical section bars 26 hoisting scaffold unit.If but shown in the boots 16 of leading promote when leading boots 16 inoperatively at vertical section bars 26, the projection 22 that then climbs moves on the fulcrum post 80 from below and makes fulcrum post 80 deflections by its inclined-plane 84 (referring to Fig. 5), passing through on fulcrum post 80.Make guiding profile portion 82 in lower area (right side area among Fig. 6), design comparatively more smoothly to be easy to this deflection for this reason.In zone, top (left side among Fig. 6), make guiding profile portion 82 design suddenlyer, with guarantee fulcrum post 80 reliably the effect by gravity turn back to shown in Figure 6, can engage position with the projection 22 that climbs with the hoisting scaffold unit.
Be provided with two essentially identical and fulcrum posts 80 guiding in guiding profile portion 82 separately of design in the embodiment shown in fig. 6, to reduce classification.By making the spacing of two spacings between the fulcrum post 80 less than two adjacent projections that climb (only seeing one of them in Fig. 6), upper support pin or lower support pin can be meticulousr with the grid that the projection that climbs accordingly engages and allows to engage therein.
In Fig. 6, can also see and be installed in the guiding pincers 86 of leading on the boots 16 swingably.Described guiding pincers are as joining to from behind to a certain extent on the leg of I-section bar of being clear that in Fig. 7, and this I-section bar extends perpendicular to this plan in the view of Fig. 6.At vertical section bars under the situation shown in Figure 6 26 along leaving the direction of leading boots 16, promptly in Fig. 6, being bearing in to the right on the guiding pincers 86.By making the guiding pincers can be, make that this supporting is not that (observing) is on single point but carry out along a line in cross section with respect to leading boots 16 swings.This means the supporting of flat shape when three dimensional viewing, this being supported with is beneficial to the point load of avoiding high.
As shown in Figure 7, the installation of swinging of guiding pincers 86.1,86.2 also is used to make them to turn back from vertical section bars 26, with so that wholely lead boots 16 and vertical section bars is disengaged.For this reason, as Fig. 7 for shown in the guiding of the left side (view according to Fig. 7 the is top) pincers 86.1 like that, making the guiding pincers at first (in the use location) level left, move up then turn back along the arrow C direction according to Fig. 7.By making around the spacing between the leading edge (be right hand edge according to Fig. 7) of its axle 88 that rotates and guiding pincers 86 less than turning cylinder 88 and be used for being fixed on spacing between the latch 70 on the wall seat 20, clamp 86 and can avoid hindering latch 70 when having turned back leading leading boots 16.This can only make described axle 88 away from the zone design precedent of leading boots 16 as having circular cross section, so that can carry out described swing.In contrast, can make the shape of being arranged to corner angle near the zone of leading boots 16, for example quadrangle or polygon are to prevent deflection under the closure state of guiding pincers 86 in this zone.
Certainly, the details of all different embodiment can make up mutually.The example seat that climbs as shown in FIG. 5 50 also can be provided with according to the fulcrum post shown in Fig. 6 and 7, and can support or be installed in the bottom according to the drive unit of Fig. 5 and climb on the card 16.1, rather than on the wall seat 20.Equally in the card that climbs shown in Fig. 6 and 7 can be used on all embodiment among Fig. 1 to 5.
Claims (18)
- One kind be used for building field climbing system (10) lead boots (16), this is led boots and has at least one and can move in the horizontal direction and can be around the guiding pincers (86) of horizontal axis swing.
- 2. the boots of leading according to claim 1 is characterized in that, the described boots of leading can be installed on the wall seat (20) on the building (14).
- 3. the boots of leading according to claim 2, it is characterized in that the spacing between the outer end of the swinging axle (88) of guiding pincers (86) and guiding pincers (86) is less than this swinging axle (88) and the spacing between the fixed part (70) of leading between boots (16) and the wall seat (20).
- 4. the boots of leading according to claim 1 and 2 is characterized in that, at least one guiding pincers (86) is gone up and is guided rotationally in regional area un-rotatably in regional area leading boots (16).
- 5. the climbing system in the building field, this climbing system has:-at least one scaffold unit (12) can guide and/or hang this scaffold unit as each described leading in the claim 1 to 4 at least one in the boots (16) on building (14),-at least one lifting drive (18), this lifting drive can directly be removably mounted on the point type keeper (20) on the building (14), but and can and can promote between second method of operation of lifting drive (18) in first method of operation of hoisting scaffold unit (12) and switch.
- 6. climbing system according to claim 5 is characterized in that, at least one is led boots (16) and is arranged on the lifting drive (18).
- 7. according to claim 5 or 6 described climbing systems, it is characterized in that described scaffold unit (12) has the outstanding projection that climbs (22).
- 8. according to claim 5 or 6 described climbing systems, it is characterized in that, can make at least one lead boots (16) and be disengaged with scaffold unit (12).
- 9. according to claim 5 or 6 described climbing systems, it is characterized in that, described lifting drive (18) has at least one ratchet (56,60) and/or at least one fulcrum post (80), and this ratchet and/or fulcrum post are to be subjected to gravity loading and/or spring-loaded.
- 10. climbing system according to claim 9 is characterized in that, along the lifting direction at least two ratchets (56,60) or fulcrum post (80.1,80.2) is set stackedly up and down.
- 11. climbing system according to claim 9 is characterized in that, at least one guiding profile portion (82) that is used for fulcrum post (80) has lower flat section and/or top steeply inclined section.
- 12. climbing system according to claim 9 is characterized in that, at least one ratchet (60) can be bearing in second method of operation on the scaffold unit (12).
- 13. according to claim 5 or 6 described climbing systems, it is characterized in that, at least one drive unit (18) is kept and/or load along the direction of scaffold unit (12) by keeper (62) and/or gravity.
- 14. according to claim 5 or 6 described climbing systems, it is characterized in that, described scaffold unit (12) but have the support (24) of at least one pretension.
- 15. climbing system according to claim 14 is characterized in that, described support (24) has the permanent position of adjusting between a plurality of planes (42,44,48) that are used in scaffold unit (12).
- 16. climbing system according to claim 14 is characterized in that, at least one support (24) can pass through eccentric shaft (46) adjustment.
- 17., it is characterized in that described scaffold unit (12) has at least one vertical section bars that separates (26) according to claim 5 or 6 described climbing systems, the part of this vertical section bars (26.1,26.2) interconnects rigidly.
- 18., it is characterized in that described scaffold unit (12) has at least one bearing unit (28) that is used for going up at building (14) horizontal supporting scaffold unit (12) according to claim 5 or 6 described climbing systems.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102006026201A DE102006026201B4 (en) | 2006-06-06 | 2006-06-06 | Self Climbing System |
| DE102006026201.8 | 2006-06-06 | ||
| PCT/EP2007/055514 WO2007141264A1 (en) | 2006-06-06 | 2007-06-05 | Guide shoe and climbing system for use in the building sector |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101360872A CN101360872A (en) | 2009-02-04 |
| CN101360872B true CN101360872B (en) | 2011-05-18 |
Family
ID=38423918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2007800017890A Active CN101360872B (en) | 2006-06-06 | 2007-06-05 | Guide shoe and climbing system for use in the building sector |
Country Status (12)
| Country | Link |
|---|---|
| US (1) | US20090173574A1 (en) |
| EP (1) | EP1929104B1 (en) |
| JP (1) | JP5368109B2 (en) |
| KR (1) | KR101024455B1 (en) |
| CN (1) | CN101360872B (en) |
| AT (1) | ATE472023T1 (en) |
| DE (2) | DE102006026201B4 (en) |
| ES (1) | ES2347487T3 (en) |
| HK (1) | HK1123588A1 (en) |
| RU (1) | RU2427691C2 (en) |
| UA (1) | UA93392C2 (en) |
| WO (1) | WO2007141264A1 (en) |
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- 2007-06-05 UA UAA200807661A patent/UA93392C2/en unknown
- 2007-06-05 WO PCT/EP2007/055514 patent/WO2007141264A1/en active Application Filing
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- 2007-06-05 EP EP07729894A patent/EP1929104B1/en active Active
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Also Published As
| Publication number | Publication date |
|---|---|
| EP1929104A1 (en) | 2008-06-11 |
| CN101360872A (en) | 2009-02-04 |
| RU2427691C2 (en) | 2011-08-27 |
| ES2347487T3 (en) | 2010-10-29 |
| EP1929104B1 (en) | 2010-06-23 |
| RU2008129092A (en) | 2010-01-20 |
| KR101024455B1 (en) | 2011-03-23 |
| US20090173574A1 (en) | 2009-07-09 |
| DE502007004179D1 (en) | 2010-08-05 |
| HK1123588A1 (en) | 2009-06-19 |
| DE102006026201B4 (en) | 2008-04-10 |
| UA93392C2 (en) | 2011-02-10 |
| DE102006026201A1 (en) | 2007-12-27 |
| ATE472023T1 (en) | 2010-07-15 |
| KR20080079682A (en) | 2008-09-01 |
| JP5368109B2 (en) | 2013-12-18 |
| JP2009523934A (en) | 2009-06-25 |
| WO2007141264A1 (en) | 2007-12-13 |
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Effective date of registration: 20160226 Address after: Austria Eminem Shi Taiteng Patentee after: DOKA IND GMBH Address before: Austria Eminem Shi Taiteng Patentee before: Doka Ind GmbH Amstetten |