CN108691366A - Act the structural detail being thermally isolated - Google Patents
Act the structural detail being thermally isolated Download PDFInfo
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- CN108691366A CN108691366A CN201810310123.3A CN201810310123A CN108691366A CN 108691366 A CN108691366 A CN 108691366A CN 201810310123 A CN201810310123 A CN 201810310123A CN 108691366 A CN108691366 A CN 108691366A
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- Prior art keywords
- pressure
- supporting member
- slider
- longitudinal direction
- structural detail
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2103/00—Material constitution of slabs, sheets or the like
- E04B2103/02—Material constitution of slabs, sheets or the like of ceramics, concrete or other stone-like material
Abstract
The present invention relates to a kind of structural detail for serving and being thermally isolated, which is used for using in separation seam between the building component for absorbing load, especially between building top and balcony slab, which has slider.Slider has longitudinal direction side stretch along the longitudinal direction, disposed opposing each other.There is slider pressure to push supporting member, the pressure that supporting member is pushed to be configured to for absorbing horizontal force and vertical force.Supporting member is pushed to extend through slider in transverse direction for pressure and protrusion is more than slider at two longitudinal direction sides of slider.Pressure pushes supporting member to be arranged with being spaced from each other about the longitudinal direction of slider.In order to realize the good matching with power to be absorbed, it is arranged to, slider includes at least one pressure support part, which is configured to be used only for absorbing horizontal force and extend along the horizontal direction of slider.
Description
Technical field
The present invention relates to a kind of structural details for serving and being thermally isolated.
Background technology
It is a kind of known to 1 564 336 A1 of file EP to act the structural detail being thermally isolated according to such.This
The serve structural detail that is thermally isolated of the class with slider is used in the building component (Bauwerksteil) for absorbing load
Between, separation seam for example between building top (Geb udedeck) and balcony slab (Balkonplatte)
(Trennfugen) in.In order to absorb compressing force and thrust, pressure promotion supporting member is set in slider
(Druckschublager), the pressure pushes supporting member to be reached at the longitudinal direction side of structural detail in building top, and
It is reached in balcony slab at the longitudinal direction side set relatively.In addition, being provided with pull rod to transmit drawing force.
It is also known that the element for absorbing compressing force and thrust individually constructs.By file DE 2,011 054 275
A kind of known to A1 to act the structural detail being thermally isolated for connecting building object top and balcony slab, which includes being isolated
Body and for absorbing the pull rod of drawing force, the cross force bar for absorbing thrust and the pressure member for absorbing compressing force
Part.
Invention content
The present invention is based on following tasks, create a kind of according to such structural detail for serving and being thermally isolated, the knot
Constitutive element part has improved buffer action.
The task being acted the structural detail being thermally isolated and solved by a kind of, which is absorbing load for use
In separation seam between the building component of lotus, especially between building top and balcony slab, which carries slider,
Wherein, which has longitudinal direction and stretch along the longitudinal direction, longitudinal direction side disposed opposing each other, wherein the isolation
Body has the horizontal direction to stretch transverse to longitudinal direction side and is transversely to the machine direction direction and perpendicular to the height side that horizontal direction stretches
To, wherein the slider there is pressure to push supporting member, pressure pushes supporting member to be configured to for absorbing horizontal force and vertical
Power, wherein pressure pushes supporting member to extend through slider and the protrusion at two longitudinal direction sides of slider in transverse direction
More than slider, wherein pressure pushes supporting member to be arranged with being spaced from each other about longitudinal direction, wherein slider includes extremely
A few pressure support part, the pressure support part are configured to be used only for absorbing horizontal force and prolong along the horizontal direction of slider
It stretches.
It has shown that, have the promotion supporting member of the pressure for absorbing horizontal force and vertical force acts the knot being thermally isolated
Constitutive element part is often overdimensioned in the absorption aspects of vertical force.The present invention is arranged to now, and pressure is pushed in supporting member
It is at least one to be substituted by pressure support part.Here, pressure support part is configured to be used only for absorbing horizontal force.In order to transmit
Horizontal force identical with pressure promotion supporting member, pressure support part is in common loading condition and is packed into reduction
Cross section.Push supporting member that can make the heat transition between building component by substituting at least one pressure by pressure support part
Reduce.Meanwhile, it is capable to which the power of the structural detail that effect is thermally isolated and effect has been made to match well.Therefore, in order to absorb water
Flat power is provided with that different elements, that is not only pressure pushes supporting member but also pressure support part.Here, horizontal force is pressure
Contracting power and drawing force.In being fitted into position, compressing force and drawing force are advantageously along the horizontal direction of structural detail, particularly along its cross
It is acted on to direction.Vertical force is thrust, and the thrust is acted on along the short transverse of structural detail.Vertical force has in being fitted into position
Sharp ground vertically acts on.
Serve the structural detail being thermally isolated between the building component for absorbing load, especially building top and balcony
Under the loading state in separation seam between plate, horizontal direction advantageously extends to separately from a building component in the horizontal direction
One building component.Horizontal direction is especially transversely to the machine direction direction.Horizontal direction is advantageously also perpendicularly to the longitudinal direction side of slider.
Longitudinal direction side is advantageously about vertically oriented.Here, longitudinal direction side need not plane earth construction, but can be for example by slider
Upside and/or downside at the protrusion (Fortsatz) that stretches along the longitudinal direction carry out structuring.The short transverse of slider exists
It is fitted into position and vertically stretches.Longitudinal direction side advantageously about extends along the longitudinal direction and approximately along short transverse.
Pressure support part and pressure push supporting member, and difference lies in the types for the power that can be absorbed by corresponding supporting member.
Pressure support part is configured to be used only for absorbing horizontal force, and the horizontal force is along the transverse direction side for acting the structural detail being thermally isolated
To effect.There are uniaxial stress states in pressure support part as a result,.Pressure support part is advantageously configured to carry smaller height
It spends and has been arranged near the downside of the structural detail for the effect of being thermally isolated.As a result, in acting the structural detail being thermally isolated
It obtains lower center of gravity, and relative to the component for transmitting drawing force, larger spacing is preferably obtained along short transverse.
Pressure pushes supporting member to be configured to for absorbing horizontal force and vertical force.Vertical force is acted on perpendicular to horizontal force
, i.e. along the connection plane (Anschlussebene) of the short transverse of slider.It is imported by horizontal force to intercept and capture
Pressure pushes the torque in supporting member, pushes the horizontal force acted at supporting member mutually to have axial dislocation in pressure
(Versatz), to push supporting member to obtain two axial stress states in pressure.At at least one longitudinal direction side of slider, pressure
Power supporting member at the longitudinal direction side along short transverse measure highly advantageous be less than pressure push supporting member in slider
The longitudinal direction side at along short transverse measure height.Pressure pushes supporting member to absorb the torque imported by horizontal force
At at least one longitudinal direction side, advantageously have than pressure branch at the longitudinal direction side towards balcony slab especially at least in loading state
The significantly larger height measured along short transverse of bearing member.The height of pressure support part is advantageously at least one longitudinal direction side
Pressure pushes being less than 50%, being especially less than 30% for height of the supporting member at the longitudinal direction side of slider.Here, pressure support part
The height of supporting member is pushed to be measured along short transverse at the identical longitudinal direction side of slider with pressure.
Pressure pushes supporting member advantageously to protrude beyond longitudinal direction side at least protrusion of 1.0cm.It is considered as especially having
Sharp is the protrusion of at least 1.5cm, especially 1.5cm to 2.5cm.Preferably, protrusion is about 2.0cm.Here, protrusion
It is measured between the region of supporting member adjoining and pressure promotion supporting member in directly being pushed with pressure for slider, hence for convex
Go out portion and does not consider the protrusion for example to stretch at the upper side and lower side of slider, lath or congener.
Advantageously, pressure pushes supporting member to extend over side longitudinally in each at least one protruding portion.Here, can be arranged
At, pressure push supporting member have at side longitudinally in each there are one the protruding portion arranged adjacent to upside and another adjacent to
The protruding portion of downside arrangement.However can also be arranged to, it is prominent at upside that pressure pushes supporting member to have at a longitudinal direction side
Go out portion, and opposite and there is the protruding portion at downside at the longitudinal direction side set.In alternative design scheme, it is arranged in
Protruding portion between side and downside can be also advantageous.Pressure pushes the protrusion of supporting member to extend over longitudinal direction side farthest
Region at, especially at least one protruding portion measure.Protrusion is advantageously generated along the perspective plane of short transverse, along height
Direction, the power vertically acted on can be transmitted on the perspective plane.It is alternatively or attached relative at least one protruding portion
Add ground, pressure pushes supporting member that can also have one or more recessed portions, the vertical force vertically acted on, that is
Thrust can be transmitted on the perspective plane of the recessed portion.Here, transferable thrust depends on the total size on perspective plane.Projection
Face can be formed by unique protruding portion or unique recessed portion or by the perspective plane of multiple protruding portion or recessed portion
It is composed.
Pressure support part equally can protrude beyond longitudinal direction side with protrusion.Also can be arranged to, the end of pressure support part
Side is in longitudinal direction side with flushing.However, pressure support part does not form horizontal perspective plane, power can pass at the perspective plane
It passs.
In order to further improve the feasible program for having made the structural detail that effect is thermally isolated match with service condition,
At least one pull rod, at least one compression bar and/or at least one cross force bar can be had by acting the structural detail being thermally isolated,
The pull rod, compression bar and/or cross force bar respectively protrude through slider.
It in order to mutually coordinate with the desired proportions of moment of flexure and thrust to be absorbed, is advantageously arranged to, acts being thermally isolated
There is structural detail pressure to push supporting member, pressure support part and pull rod, however without compression bar and not have cross force bar.This
Especially for coupling being advantageous in the case of acting the structural detail being thermally isolated for the plate chosen.
In order to especially be held in the thrust that improved in the case of acting the structural detail being thermally isolated for coupling the plate chosen
Loading capability (Schubkrafttragf higkeit), is advantageously arranged to, and acts the structural detail being thermally isolated and is pushed away with pressure
Dynamic supporting member, pressure support part, pull rod and cross force bar, however do not have compression bar.
For acting the structural detail being thermally isolated particularly for connection plate supported, it is advantageously arranged to, plays heat
There is the structural detail of buffer action pressure to push supporting member, pressure support part and cross force bar.This, which serves, is thermally isolated
Structural detail does not have pull rod advantageously and does not have compression bar.Hereby it is achieved that the desired proportions of compressing force and thrust to be absorbed.
If the compressing force of raising should be absorbed, it is arranged to, it includes that pressure pushes supporting member, pressure to act the structural detail being thermally isolated
Power supporting member, compression bar and cross force bar, however do not include pull rod.This is thermally isolated particularly with for coupling rising for plate supported
It is advantageous for the structural detail of effect.Can for example be used for couple choose plate and for moment of flexure have higher carrying
The structural detail being thermally isolated that serves of ability advantageously there is pressure to push supporting member, pressure support part, pull rod and compression bar, so
Without cross force bar.
Act the structural detail being thermally isolated for following, the structural detail particularly for couple break-through plate, and with
The structural detail realizes maximum bearing capacity, is advantageously arranged to, and acts the structural detail being thermally isolated and is pushed with pressure
Supporting member, pressure support part, pull rod, compression bar and cross force bar.
Slider advantageously has the downside to stretch along the longitudinal direction between longitudinal direction side.In being fitted into position, rise heat every
From below being advantageously on the downside of the structural detail of effect.Pressure support part and pressure push supporting member to be advantageously arranged in
It is thermally isolated near the downside of the structural detail of effect.Pressure support part is advantageously less than 3cm, especially relative to the spacing of downside
Less than 2cm.In particular, pressure pushes supporting member relative to the spacing of downside for less than 3cm, especially less than 2cm.Preferably designing
In scheme, pressure support part pushes spacing approximatively size phase of the supporting member relative to downside relative to the spacing and pressure of downside
Together.Pressure support part relative to the spacing of downside be advantageously pressure push supporting member relative to downside spacing 80% to
120%。
In operation, building component can be moved mutually in transverse direction.In order to allow this relative motion, advantageously set
It is set to, it is more than that the region of the longitudinal direction side of slider surrounds at least one with Radius at least partly that pressure, which pushes the protrusion of supporting member,
A axis to stretch along short transverse constructs.Alternatively or additionally, the protrusion of pressure support part is more than the longitudinal direction of slider
The region of side is advantageously at least partly constructed with Radius around at least one axis to stretch along short transverse.
In preferred design scheme, not only pressure push supporting member protrusion more than slider longitudinal direction side region and
And the protrusion of pressure support part is more than the region of the longitudinal direction side of slider at least partly with Radius around at least one along height
The axis that direction stretches is spent to construct.Pressure pushes supporting member and pressure support part can be opposite according to hinged type as a result,
It is moved in building component.Here, it is different to push the different regions of supporting member that can be arranged pressure support part or pressure
Radius.Can be advantageously, pressure support part or pressure push all midpoints of the different radiuses of supporting member in longitudinal direction side
Everywhere on identical axis.In the vertical view for pushing supporting member towards pressure, the dislocation between the midpoint of radius also can be
It is advantageous.The midpoint of radius is so in different along the axis that short transverse stretches.Advantageously, the midpoint of radius is in logical
The longitudinal direction side for crossing slider is formed by between plane, is in inside slider.In preferred design scheme, in radius
In plane of the point in the longitudinal direction side for being parallel to slider.Arrangement in the extension of the longitudinal direction side of slider can be had
Profit.Preferably, at least one axis is not at outside slider.
Description of the drawings
The embodiment of the present invention is illustrated below with respect to attached drawing.Wherein:
Fig. 1 shows to illustrate in the schematic perspective for being fitted into the structural detail that serving in position is thermally isolated,
Fig. 2 to Fig. 4 shows the perspective diagram of the embodiment of pressure support part,
Fig. 5 shows that pressure pushes a kind of perspective diagram of embodiment of supporting member,
Fig. 6 has shown the schematic perspective diagram for the structural detail that effect is thermally isolated,
Fig. 7 shows the schematic side elevation for acting the structural detail being thermally isolated with pressure promotion supporting member,
Fig. 8 shows that the direction of the arrow VIII in Fig. 7 pushes the view of supporting member towards the pressure from Fig. 7,
Fig. 9 shows that the direction of the arrow IX in Fig. 7 pushes the schematic side elevation of supporting member towards the pressure from Fig. 7,
Figure 10 shows that the direction of the arrow VIII in Fig. 7 pushes a kind of vertical view of embodiment of supporting member towards pressure,
Figure 11 shows that pressure pushes a kind of schematic side elevation of embodiment of supporting member,
Figure 12 shows that the direction of the arrow XII in Figure 11 pushes the schematic plan of supporting member towards pressure,
Figure 13 shows that pressure pushes a kind of side view of embodiment of supporting member,
Figure 14 shows a kind of perspective diagram of embodiment of pressure support part,
Figure 15 shows that pressure pushes a kind of perspective diagram of embodiment of supporting member,
Figure 16 shows that the pressure from Figure 15 pushes the side view of supporting member,
Figure 17 shows a kind of perspective diagram of embodiment of pressure support part,
Figure 18 shows the side view of the pressure support part from Figure 17,
Figure 19 to 24 has shown the embodiment for the structural detail that effect is thermally isolated, wherein pressure support part and pressure push bearing
Part is arranged differently.
Specific implementation mode
Fig. 1 has schematically shown the structural detail 1 for the effect of being thermally isolated, which is arranged in two building components
In separation seam 4 between (balcony slab 2 and building top 3 in the present embodiment).Structural detail 1 has slider 5, the isolation
Body has elongated, rectangular in the present embodiment shape.Slider 5 for making building top 3 and balcony slab 2 at least partly
Heat separates.Slider 5 has longitudinal direction 6, and the longitudinal direction is along the separation seam 4 between balcony slab 2 and building top 3
Longitudinal direction extends.Longitudinal direction 6 is horizontally oriented in being fitted into position.In addition, slider 5 has horizontal direction 7, the transverse direction
Direction is transversely to the machine direction direction 6 in the present embodiment.Slider 5 has the first longitudinal side 9 and phase to stretch along balcony slab 2
Pair and the second longitudinal side 10 setting, stretch along building top 3.Horizontal direction 7 stretches to building top 3 simultaneously from balcony slab 2
And transverse to longitudinal direction side 9 and 10.Horizontal direction 7 is advantageously flatly arranged in being fitted into position.In addition, slider 5 has height
Direction 8 is spent, which is transversely to the machine direction direction 6 and perpendicular to horizontal direction 7, and the short transverse is being packed into position
In be advantageously vertically oriented.
Slider 5 has downside 13, and the downside is arranged below in being fitted into position, and the downside is in 9 He of longitudinal direction side
Extend between 10.Downside 13 is advantageously horizontally and vertically orientated relative to short transverse 8.Slider 5 has and downside 13
The upside 14 set relatively, which is equally horizontally and vertically orientated relative to short transverse 8 in the present embodiment.Upside
14 are arranged in top in being fitted into position at slider 5.Slider 5 along the longitudinal direction 6 measure length can with use
Situation matchingly selects.
Slider 5 has the 7 width g measured the and height h measured along short transverse 8 in transverse direction.In this implementation
In example, height h is more than width g.Slider 5 can for example be configured to box-shaped member (Kasten), which is come with isolated material
Filling.Slider 5 is particularly unsuitable for absorbing power to be passed between balcony slab 2 and building top 3.In order to transmit power,
It is disposed with pressure in slider 5 and pushes supporting member 11 and pressure support part 12.In the present embodiment, pressure pushes supporting member 11
It 6 is alternately arranged along the longitudinal direction with pressure support part 12.However, pressure support part 12 and pressure push the another of supporting member 11
One, especially another regular arrangement can be also advantageous.Pressure support part 12 and pressure push the irregular of supporting member 11
Arrangement can also be advantageous.
In the present embodiment, pressure support part 12 pushes supporting member 11 to have spacing n relative to adjacent pressure.Adjacent
Pressure pushes supporting member 11 mutually to have spacing p.Adjacent pressure support part 12 mutually has spacing o.Spacing o and p is for institute
Pressure support part 12 or all pressure can be identical for pushing supporting member 11, to which pressure support part 12 and pressure push away
Dynamic supporting member 11 is mutually arranged with uniform spacing.In the present embodiment, spacing n pushes supporting member 11 and pressure in all pressure
It is identical between supporting member 12.
It can be by horizontal force F via structural detail 1HWith vertical force FVIt is transmitted in building top 3 from balcony slab 2, the level
Power and vertical force are schematically drawn into Fig. 1.Horizontal force FHIncluding compressing force FDWith drawing force FZ, the compressing force and stretching
Power is equally schematically drawn into Fig. 1.Horizontal force FHIt is advantageously acted in the horizontal direction in being fitted into position.Vertical force FVPacket
Include thrust in both directions, that is upward and downwards.Vertical force FVAdvantageously along vertical side in being fitted into position
To effect.In order to absorb horizontal force FHWith vertical force FVIt is provided with pressure and pushes supporting member 11.In this embodiment, pressure pushes
The quantity and size of supporting member 11 so arrange (bemessen) so that all vertical force F to be absorbedVIt can be pushed by pressure
Supporting member 11 transmits.In a kind of alternative embodiment, especially in the case of the cross force bar being additionally provided in, pressure pushes
Supporting member 11 need not transmit whole vertical force FV。
In general, in order to transmit vertical force FVIt compares, in order to absorb compressing force F to be passedDNeed greater amount of pressure
Push supporting member 11.Therefore, in order to absorb additional horizontal force FHIt is provided with pressure support part 12, the pressure support part is only
It is arranged for absorbing horizontal force FH.This is accomplished by the following way, i.e., pressure support part 12 does not have and flatly stretches
Perspective plane, vertical force FVIt can be transmitted on the perspective plane.If pressure support part 12 extend into sun in longitudinal direction side 9 and 10
In platen 2 and building top 3, then soft material picture such as expanded polystyrene (EPS) can be disposed at pressure support part 12
(EPS) or congener, pressure support part 12 can be constructed with large radius rounding or vertically relative to balcony slab 2 or be built
The concrete for playing encapsulation for building object top 3 has the air gap.As a result, balcony slab 2 or building top 3 are being reached in structure
In pressure support part 12 in the case of can prevent vertical force FV, that is thrust can imported into pressure support part 12
In.
Relative to acting the structural detail 1 being thermally isolated, the structural detail is in order to absorb horizontal force FH, especially compressing force FD
With vertical force FVAnd only there is pressure to push supporting member 11, pressure that the quantity of supporting member 11 is pushed to reduce.Pressure pushes bearing
In part 11 some, each second pressure pushes supporting member 11 to be substituted by pressure support part 12 in the present embodiment.In order to
Absorb drawing force FZUnshowned pull rod in Fig. 1 can be for example set.
Pressure support part 12 and pressure push supporting member 11, and difference lies in the design schemes of its geometry.Pressure pushes branch
Bearing member 11 have the height c that is measured at longitudinal direction side 9 along short transverse 8, height c be significantly greater than pressure support part 12 along phase
The height d that same direction measures at longitudinal direction side 9.The height d of pressure support part 12 is advantageously pressure and pushes supporting member 11
Height c's is less than 50%, especially less than 30%.In order to absorb vertical force FV, pressure push supporting member 11 need relatively large height
c.Vertical force FVIt is pushed in pressure and generates torque at supporting member 11, the torque is in the horizontal force F importedHVertical spacing on
Support.The power of effect is schematically drawn into for being packed into position in Figure 5, and in the loading position, pressure pushes supporting member 11
Be arranged at longitudinal direction side 9 in the side shown in right and be arranged at longitudinal direction side 10 in the side shown in left.Horizontal force FH
It is only compressing force F in the present embodimentD.Horizontal force FHAlso can include drawing force F in alternate embodimentZ.Because of pressure
Supporting member 12 only absorbs compressing force FD, so the height d of pressure support part 12 is significantly smaller.Here, 12 He of pressure support part
Pressure pushes the size of supporting member 11 directly to be pushed away respectively in pressure support part 12 or pressure at involved longitudinal direction side 9,10
It is measured at dynamic supporting member 11.It can be that size is identical in two longitudinal direction sides 9 and 10 that pressure, which pushes the height c of supporting member 11,.
However, can also be arranged to, it is higher than what be may be significantly smaller in longitudinal direction side 9 that pressure pushes supporting member 11 to have in longitudinal direction side 10
Degree.In advantageous design scheme, pressure pushes height of the supporting member 11 in longitudinal direction side 10 that can be corresponding approximately to pressure branch
The height d of bearing member 12.
As Fig. 1 is also showed that, not only pressure support part 12 but also pressure promotion supporting member 11 are arranged in the downside of slider 5
Near 13.Pressure pushes supporting member 11 to have spacing a relative to downside 13.Spacing a is advantageously less than 3cm, especially less than
2cm.Pressure support part 12 has spacing b relative to downside 13.Spacing b is advantageously less than 3cm, especially less than 2cm.In 1cm
Spacing a and b between 2cm are considered as particularly advantageous.Pressure support part 12 is advantageously pressure relative to the spacing b of downside 13
Power supporting member 11 relative to downside 13 spacing a 80% to 120%.In preferred design scheme, spacing a and b are identical.
As Fig. 1 is also showed that, pressure pushes supporting member 11 to extend over longitudinal direction side 9.In the corresponding way, pressure pushes branch
Bearing member 11 extends over longitudinal direction side 10 that is opposite and setting.Pressure pushes supporting member 11 to have protruding portion 16 and 17, the protruding portion
It is also more fully described below, and pressure pushes supporting member 11 to project beyond longitudinal direction side 9 and 10 with the protruding portion.It is prominent
Protrusion e at portion 16 and 17 is advantageously more than 1.0cm, especially more than 1.5cm.1.5 to 2.5cm, the especially protrusion of about 2cm
Portion e is considered as particularly advantageous.
Pressure support part 12 protrudes beyond longitudinal direction side 9,10 with protrusion f, and protrusion f is less than pressure in the present embodiment
Push the protrusion e of supporting member 11.Pressure support part 12 so construction and/or arrangement so that by protrusion f along short transverse
8 do not form perspective plane, vertical force FVIt can act on and be directed in pressure support part 12 on the perspective plane.Thus via
Pressure support part 12 only transmits horizontal force FH.Protrusion f also can be zero, to which pressure support part 12 is in longitudinal with flushing
In side 9,10.Protrusion e and f in transverse direction 7, especially perpendicular to corresponding longitudinal direction side 9 or 10, and directly pressed accordingly
Power supporting member 12 or pressure are pushed and are measured at supporting member 11.
Fig. 2 to 4 is shown for the different embodiment of pressure support part 12.Pressure support part 12 shown in Fig. 2 has
Rectangular matrix, rounding, the end regions 15 of semicolumn are molded at the matrix in the present embodiment.Pressure support part 12 has
There is length k, which measures in loading state along the horizontal direction 7 (Fig. 1) of slider 5.Length k is pressure support part 12
Maximum extension.End regions 15 are following region, and the region extends over the longitudinal direction side 9 and 10 of slider 5.In this implementation
In example, end regions 15 are stretched with radius s around axis 31.Here, axis 31 in loading state in slider 5 advantageously
It is formed by the region between plane in the longitudinal direction side 9 and 10 by slider 5.Therefore, axis 31 be advantageously at every
It is in vitro internal.However, arrangement of the axis 31 in the extension of longitudinal direction side 9 or 10 can be also advantageous.Pressure support part 12
With width m, which 6 is orientated along the longitudinal direction in being fitted into position.Width m is significantly less than length k.Width m can be such as
It is the 15% to 60% of length k.In addition, pressure support part 12 has, also height d shown in FIG. 1, height d are significantly less than length
Spend k.In the present embodiment, height d is less than width m.
Fig. 3 shows pressure support part 12, constructs to the pressure support part column.Here, in the longitudinal direction of pressure support part 12
Axis 7 can be arranged in slider 5 in transverse direction.Pressure support part 12 has end side 32, in loading state advantageously
It is arranged in flushing in longitudinal direction side 9 and 10, and does not extend over these longitudinal direction sides.In a kind of alternative design scheme, end
Side 32 can convex arch it is curved and extend over longitudinal direction side 9 or 10.Pressure support part 12 has length k', which corresponds to
The width g of slider 5.The height d and width m of pressure support part 12 are identical due to columnar shape.Width m can be such as
For length k'15% to 60%.
Fig. 4 shows pressure support part 12, which is configured to cuboid.Pressure support part 12 has end side 32,
The end side is in loading state in longitudinal direction side 9 and 10.Pressure support part 12 has the 7 length k&apos measured in transverse direction;
And the 6 width m measured, the width are significantly less than length k&apos along the longitudinal direction;.In diagram in Fig. 4,32 plane earth of end side
Construction.In a kind of alternate embodiment, 32 convex arch of end side it is curved and protruded beyond in loading state longitudinal direction side 9 or
10.The other shapes of pressure support part 12 can be also advantageous.It can be arranged to, the end side 32 of pressure support part 12, which is equipped with, to be slided
Dynamic layer.
Fig. 5 shows a kind of embodiment pushing supporting member 11 for pressure.Pressure push supporting member 11 have upside 18 with
And the downside 19 arranged below in being fitted into position, the upside are arranged in top in being fitted into position in separating seam 4.
In the present embodiment, downside 19 and 18 plane earth of upside construct and are parallel to longitudinal direction 6 and are parallel to the orientation of horizontal direction 7.
Pressure pushes supporting member 11 to have width l, and 6 orientations and the width are significantly less than pressure promotion bearing to the width along the longitudinal direction
The height c of part 11.In addition, pressure push supporting member 11 have length i, the length in transverse direction 7 measure and the length it is big
In the width g of slider 5.As Fig. 1 is also showed that, pressure pushes in 11 slider 5 so be arranged on of supporting member so that pressure pushes away
The protrusion at two end sides 9 and 10 of dynamic supporting member 11 is more than slider 5.
Pressure pushes supporting member 11 to have end side 33 at the region for protruding beyond longitudinal direction side 9 and 10.In the present embodiment,
End side 33 is not parallel to short transverse 8, but archedly stretches.End side 33 has intermediate region 21, in the intermediate region,
Protrusion on longitudinal direction side 9 and 10 is only small.Protruding portion 16 is disposed at upside 18, the protruding portion is with protrusion
E (Fig. 1) projects beyond longitudinal direction side 9.Corresponding protruding portion 17 is disposed at downside 19, the protruding portion is equally prominent with protrusion e
It is more than longitudinal direction side 9 to rise.Pressure push supporting member 11 it is shown in fig. 5 go out embodiment relative to three planes, that is
It is unfolded with respect to short transverse 8 and the plane of the expansion of longitudinal direction 6, with respect to short transverse 8 and horizontal direction 7
Plane 30 and the plane mirror symmetry being unfolded with respect to longitudinal direction 6 and horizontal direction 7.Pressure pushes bearing as a result,
Part 11 can be inserted into arbitrary orientation in slider 5.Longitudinal direction side 9 and longitudinal direction side 10 can not only be relative to balconies as a result,
Plate 2 is oriented and can be oriented relative to building top 3.
Fig. 6 shows that a kind of embodiment of structural detail 1, the structural detail push 11 and of supporting member in addition to slider 5, pressure
Also there is pull rod 26, compression bar 27 and cross force bar 28 other than pressure support part 12.Here, not showing only symbolically in figure 6
Go out pull rod 26 and schematically shows compression bar 27 and cross force bar 28.With corresponding service condition matchingly, can select
Which of these elements element is set in the case of structural detail 1.As a result, structural detail 1 can well with accordingly
Applicable cases match.
A kind of advantageous embodiment for acting the structural detail 1 being thermally isolated advantageously comprises pressure promotion supporting member
11, pressure support part 12 and pull rod 26.Here, compared with from downside 13, pull rod 26 is arranged to the upside 14 from slider 5 more
Closely.Advantageously, with pressure push supporting member 11 upside 18 compared with, pull rod 26 be arranged to the upside 14 from slider 5 closer to.
There is another advantageous embodiment of structural detail 1 pressure to push supporting member 11, pressure support part 12, pull rod 26
With cross force bar 28.As shown in Figure 6 schematically, cross force bar 28 at longitudinal direction side 9 from upside 14 than from downside 13 closer to
Ground stretches.Cross force bar 28 is obliquely stretched on the direction towards downside 13 across slider 5, and at longitudinal direction side 10
Slider 5 is left in following region, the region far from downside 13 than from upside 14 closer to.28 phase opposite sense of another cross force bar ground quilt
Guiding, and closer stretch from downside 13 at longitudinal direction side 9, in slider 5 on the direction towards upside 14 obliquely
It stretches, and slider 5 is more closely left than from downside 13 from upside 14 at longitudinal direction side 10.Also can according to power to be passed
Only one in setting cross force bar 28.The higher of structural detail 1 is obtained by the arrangement of pull rod 26 and cross force bar 28
Thrust load capacity.
There is another advantageous variant scheme of structural detail 1 pressure to push supporting member 11, pressure support part 12 and cross
To power bar 28.Thereby, it is possible to realize transferable horizontal force FH, especially compressing force FDRelative to transferable vertical force FVIt is excellent
The ratio of change.
It is provided with following structural detail 1 in another advantageous design scheme, which includes that pressure pushes bearing
Part 11, pressure support part 12, compression bar 27 and cross force bar 28.As a result, particularly for being coupled for plate supported
In structural detail 1, transferable horizontal force F can be adjustedH, especially compressing force FDRelative to transferable vertical force FVOptimization
Ratio.Compared with from upside 14, compression bar 27 more closely stretches from downside 13.In the present embodiment, compression bar 27 is relative to downside
13 are stretched with a spacing, which approximatively corresponds to pressure and push supporting member 11 or pressure support part 12 relative to downside 13
Spacing a, b (Fig. 1).
It is provided with following structural detail 1 in another advantageous design scheme, which includes that pressure pushes bearing
Part 11, pressure support part 12, pull rod 26 and compression bar 27.Such structural detail 1 is particularly suitable for choosing (auskragend)
Plate needs the bearing capacity improved in the case of the plate for moment of flexure.
In another advantageous design scheme of structural detail 1, it is provided with pressure and pushes supporting member 11, pressure support part
12, pull rod 26, compression bar 27 and cross force bar 28.Such structural detail 1 is especially advantageous for the plate for coupling break-through.It is logical
The maximum carrying energy of structural detail 1 can be obtained by crossing the arrangement of pull rod 26, compression bar 27 and cross force bar 28 in structural detail 1
Power.
Here, in all embodiments, the arrangement of pull rod 26, compression bar 27 and/or cross force bar 28 is advantageously such as institute in Fig. 6
Illustrated by and as being arranged described in Fig. 6.
Fig. 7 schematically shows pressure and pushes arrangement of the supporting member 11 in slider 5.As illustrated in FIG. 7, pressure pushes away
Dynamic supporting member 11 extends over longitudinal direction side 9 or 10 at side 9,10 longitudinally in each with the region 20 protruded.It also shows that in the figure 7 prominent
Go out arrangement and intermediate region 21 of the portion 16 and 17 at upside 18 and downside 19, which is arranged in protruding portion 16 and 17
Between.At protruding portion 16 and 17, pressure pushes supporting member 11 to extend over longitudinal direction side 9 and 10 with protrusion e.In intermediate region
In 21, pressure pushes supporting member 11 to extend over longitudinal direction side 9 and 10 with the protrusion v of reduction.Protrusion e is advantageously than reduction
Protrusion v greatly at least 0.5cm, especially big at least 1.0cm.Advantageously, between protrusion e and the protrusion v of reduction difference with hold
The quantity of protruding portion 16,17 loaded at each side that pressure pushes supporting member 11 is mutually coordinated.In the figure 7, it is pushed away in pressure
It is provided with load bearing protruding portion 16 or 17 at each side of dynamic supporting member 11.Corresponding others protruding portion 16,17 is due to upper
The air gap at side 18 or downside 19 is load bearing without serving.Therefore, protruding portion 16 is only arranged for absorbing
The power being directed upwards towards, and protruding portion 17 is only arranged for absorbing downwardly directed power.In load bearing protruding portion 16
Or in the case of 17, at each side that pressure pushes supporting member 11, protrusion e is advantageously greatly at least than the protrusion v of reduction
1.0cm.(wherein, pressure pushes every side of supporting member 11 and each power in a kind of alternative, unshowned embodiment
There are at least two load bearing protruding portions in direction), protrusion e can be it is smaller, advantageously greatly extremely than the protrusion v of reduction
Few 0.5cm.
Vertical force FVIt is transmitted via the pressure face 36 to each other of protruding portion 16 and 17.Supporting member 12 is pushed in pressure
Upside 18 and downside 19 at, in the case of common loading, relative to rise encapsulation concrete formed the air gap,
To there is no vertical force F at upside 18 and downside 19VPressure can be imported into push in supporting member 12.For power to be passed
Size, the residing of pressure face 36 perpendicular to the perspective plane of short transverse 35 is conclusive, and the perspective plane is schematic in fig. 8
Ground is drawn into.Perspective plane 35 is the outer profile and protruding portion 16 or 17 in the vertical view along short transverse 8 in intermediate region 21
Face is formed by between outer profile.For perspective plane 35, only consider that pressure pushes the following region of supporting member 11, the region
It is between structure member, i.e. building top 3 and the concrete slab 2 of adjoining to force-fitting.Here, perspective plane 35 can be in protrusion
It is formed at portion or at recessed portion.
As illustrated in FIG. 8, pressure pushes the turning 30 equipped with rounding at protruding portion 16 of supporting member 11.The turning of rounding
Radius u at 30 is less than pressure in the embodiment shown in Fig. 7 to 9 that pressure pushes supporting member 11 and pushes supporting member 11
A half width l (Fig. 9).As a result, between the turning of rounding 30, straight section 34 is formed at protruding portion 16, it is straight at this
In section, protruding portion 16 is parallel to longitudinal direction side 9 or 10 and stretches.Radius u stretches around axis 23.Axis 23 is advantageously at longitudinal direction
Between side 9 and 10.In intermediate region 21, pressure push supporting member 11 its along the seamed edge that short transverse 8 stretches advantageously
It is constructed around 37 rounding of axis with radius x.Pressure support part 12 advantageously surrounds 31 rounding of axis (Fig. 2) with radius s.In spy
In not advantageous design scheme, the axis 37 and structural detail 1 of the radius x in the intermediate region 21 that pressure pushes supporting member 11
The axis 31 of radius s of pressure support part 12 be in common plane, which is parallel to longitudinal direction side 9 and stretches.
Figure 10 shows that pressure pushes a kind of embodiment of supporting member 11, and wherein, protruding portion 16 is implemented with radius r.Half
Diameter r stretches around axis 23.Axis 23 is advantageously between the extension of longitudinal direction side 9 and the extension of longitudinal direction side 10, locates
In slider 5, as being schematically drawn into for longitudinal direction side 9 in Figure 10.Radius r is more than pressure promotion supporting member 11 as a result,
Protrusion e (Fig. 1).However, other arrangements of axis 23 can be also advantageous.Advantageously, protruding portion 16 and protruding portion
17 are equally stretched on entire protrusion 20 with constant radius r.
Figure 11 and 12 shows that pressure pushes another embodiment of supporting member 11.As illustrated in FIG. 11, protruding portion 16 and 17
It is respectively equipped with slot 22 at its side to each other.Intermediate region 21 is moved back to relative to protruding portion 16 and 17 in side view, from
And pressure pushes supporting member 11 to extend over longitudinal direction side 9 or 10 not farly in intermediate region 21.Upside 18 and 19 plane earths
And it is parallel to and constructs each other.Pressure push the plane that supporting member 11 is unfolded with respect to longitudinal direction 6 and horizontal direction 7,
With respect to horizontal direction 7 and the plane being unfolded along short transverse 8 and with respect to longitudinal direction 6 and short transverse 8
The plane of expansion symmetrically constructs.
As illustrated in FIG. 12, outer profile is stretched with radius r around axis 23 at protruding portion 16.Axis 23 is being packed into shape
It stretches along short transverse 8 (Fig. 1) and in the extension of longitudinal direction side 9 or 10 in state.Slot 22 directly joins in the present embodiment
It is connected at end side 33.Slot 22 is stretched with radius t around axis 23.End side 33 is also stretched with radius t around axis 23.Slot 22 is filling
Enter formed in state in transverse direction 7 and along the longitudinal direction 6 cutout unit (Hinterschnitt) because concrete slab 2 or
The material on building top 3, such as concrete can be joined in slot 22.As Figure 12 is also shown, radius r is more than pressure and pushes branch
A half width w of the bearing member 11 in the region between protruding portion 16 and 17.Here, width w advantageously in protruding portion 16 or
It is measured in centre between 17.Can be advantageously, pressure pushes supporting member 11 to be configured without slot 22.
In the embodiment shown in figs. 11 and 12 that pressure pushes supporting member 11, punished in upside 18 and downside 19
It Bu Zhi not be there are two protruding portion 16 or 17.In fig. 13 in shown embodiment, protruding portion 16 is disposed at upside 18.
Protruding portion 16 is not arranged at the side of pressure promotion supporting member 11 set relatively.Protruding portion 16 is advantageously arranged in pressure promotion
At the end side 43 towards building top 3 of supporting member 11.The opposite of supporting member 11 is pushed in pressure and is set, especially towards balcony
At the end side 33 of plate 2, protruding portion 17 is arranged at downside 19.Protruding portion 17 stretches out at the longitudinal direction side 9 of slider 5 as a result, and
And protruding portion 16 stretches out at longitudinal direction side 10.Protruding portion 16 and 17 can be respectively provided with slot 22.
Figure 14 shows another embodiment of pressure support part 12, which includes two support bodies 25.Each
Support body 25 can be constructed corresponding to one in the pressure support part 12 of previous embodiment.In the present embodiment, pressure
The support body 25 of supporting member 12 is respectively provided with recessed portion 24 at 18 on its upper side, at the recessed portion, the height of support body 25
Degree reduces.Support body 25 is respectively provided with two protruding portions 29, and it is more than the vertical of slider 5 that the protruding portion, which is arranged for protrusion,
To side 9,10 (Fig. 1).In the present embodiment, protruding portion 29 is configured to the turning with rounding and is being propped up with constant cross section
Extend in the entire height of bearing member body 25.The arc-shaped design scheme of protruding portion 29, the design side for carrying coherent radius
Case can be also advantageous.Other design schemes of support body 25 can be also advantageous.In the corresponding way, for one
A pressure pushes supporting member 11 that can also be arranged there are two support body, and the support body is unified into common pressure and pushes branch
Bearing member 11.
Show that pressure pushes another embodiment of supporting member 11 in Figure 15 and 16.Pressure pushes supporting member 11 to have end side
33, in the case of the end side, protruding portion 17 is arranged adjacent to downside 19.At upside 18, it is not provided at end side 33 prominent
Go out portion.At end side 33, pressure pushes supporting member 11 to have the height c measured along short transverse 8 (Fig. 1).As illustrated in FIG. 15
, pressure pushes the height of supporting member 11 to reduce from end side 33 to end side 43 that is opposite and setting.End side 33 is arranged for being packed into
At the longitudinal direction side 10 towards building top 3 of slider 5, and end side 43 can be set to set, face for being enclosed in opposite
To at the longitudinal direction side 9 of balcony slab 2.Pressure pushes supporting member 11 to have longitudinal direction side 40, and the longitudinal direction side is between end side 33 and 43
Extend approximately along short transverse 8.In the present embodiment, pressure pushes supporting member 11 to be respectively provided with recessed portion at its longitudinal direction side 40
38.Adjacent to downside 39, reinforcing struts 39, transverse direction of the reinforcing struts approximately along slider 5 are provided at longitudinal direction side 40
Direction 7 (Fig. 1) extends.Pressure pushes the width l of supporting member 11 to be less than in end side 33 in be arranged on the region in slider 5
At 43.In to be arranged on the region in slider 5, width l increases from the side towards end side 33 to the side towards end side 43.
Going out as shown in figs, pressure pushes the upside 18 of supporting member 11 to stretch to squint in the middle region, and
And it falls on the direction towards end side 43.At end side 43, pressure pushes supporting member 11 to have height c', height c'It is less than
Height c.Height c'Between the 40% and 80% of height c can be advantageously, especially 50% to 70%.
By pressure push supporting member 11 the design scheme shown in Figure 15 and 16, can realize balcony slab 2 with
The heat transition (Fig. 1) of reduction between building top 3.Pressure pushes the asymmetrical design scheme of others of supporting member 11 also can
Enough it is advantageous.
Figure 17 and 18 shows pressure support part 12, the pressure support part advantageously with the pressure shown in Figure 15 and 16
Supporting member 12 is pushed to be arranged in combination in acting the structural detail 1 being thermally isolated.In the present embodiment, 12 structure of pressure support part
It causes rectangular and there is end side 32.Due to the symmetrical design scheme of pressure support part 12, different loading positions is feasible
's.Pressure support part 12 has the height d measured along short transverse 8 (Fig. 1) in loading state.Height d is pushed less than pressure
Height c (Figure 15 and 16) of the supporting member 11 at end side 33.However, height d can approximatively correspond to the height at end side 43
Spend c'.Also can be arranged to, height d is more than height c'.However, at least at the longitudinal direction side of structural detail 1, especially towards sun
At the longitudinal direction side 9 of platen 2, pressure pushes the height c of supporting member 11 more than the height d of pressure support part 12.
Figure 19 to 24 shows the other feasible cloth that pressure support part 12 and pressure push supporting member 11 in slider 5
It sets.In the case of arrangement in Figure 19, in shown structural detail 1, four pressure push supporting members 11 and two pressures
Symmetrically arrangement of the power supporting member 12 relative to structural detail 1.The pressure of two outsides pushes supporting member 11 mutually respectively
Spacing p having the same, and the pressure of two centres pushes supporting member 11 mutually to have the spacing p&apos reduced;.Pressure support part 12
Push supporting member 11 with spacing n&apos relative to external pressure;Arrangement, spacing n'It is significantly less than pressure support part 12 relative to phase
Adjacent intermediate pressure pushes the spacing n of supporting member 11.Pressure support part 12 mutually there is spacing o, spacing o to be significantly greater than spacing
n,n', p and p'.
According to fig. 20 embodiment, pressure pushes supporting member 11 to be arranged as in the embodiment according to Figure 19.
Pressure support part 12 pushes supporting member relative to first pressure and pushes spacing of the supporting member to reduce relative to third pressure
n'Come arrange and relative to second or the 4th pressure push supporting member 11 have increased spacing n.It obtains as a result, regular
, relative to the asymmetrical arrangement in center.Therebetween away from n'Arrangement more than spacing n can be also advantageous.
According to fig. 21 embodiment, two pressure support parts 12 and two pressure push the setting of supporting member 11 playing heat
In the structural detail 1 of buffer action, the pressure support part and pressure push supporting member to be alternately arranged.12 phase of pressure support part
Push supporting member 11 that there is different spacing n and n&apos adjacent pressure;.Between adjacent pressure pushes supporting member 11
The spacing p and spacing o between adjacent pressure support part 12 is identical, to obtain regular arrangement.
According to fig. 22 embodiment, there are two pressure to push supporting member 11 and two pressure support parts 12 for setting.Two
A pressure support part 12 is mutually arranged between two pressure push supporting member 11 with spacing o.Between pressure pushes supporting member
Spacing p be spacing o at least twice it is big.
Figure 23 shows that pressure support part 12 and pressure push the symmetrical arrangement of supporting member 11 as shown in Figure 22.It rises and is thermally isolated
There are five pressure to push supporting member 11 and two pressure support parts 12 for the tool of structural detail 1 of effect.In the end region of structural detail 1
At domain, two pressure push supporting members 11 adjacent to arranging each other respectively.Two groups of difference, two pressure push supporting members 11 it
Between be disposed with two pressure support parts 12 that supporting member 11 is pushed with arrangement pressure in-between.Pressure support part 12 is opposite
The spacing n&apos of supporting member 11 is pushed in intermediate pressure;More than relative to the spacing n for pushing supporting member 11 in external pressure.
Shown embodiment substantially has arrangement identical with the embodiment from Figure 23 in fig. 24.However, pressure
Power supporting member 12 is not arranged symmetrically relative to center, but relative to being arranged in 12 left of pressure support part in fig. 24
Pressure pushes supporting member 11 to have spacing n', and relative to being arranged in the side of pressure support part 12 in right respectively in fig. 24
Pressure push supporting member 11 have bigger spacing n.
Pressure support part 12 and pressure push the others of supporting member 11 symmetrical or asymmetrical arrangement and number also can
Enough it is advantageous.Shown arrangement can repeat to the arbitrary frequency, to form the structural detail 1 for carrying greater depth.
Pressure pushes supporting member 11 and/or pressure support part 12 advantageously substantially by having a casting ability and/or have note
Penetrate ability, hardenable material constitutes.The material advantageously comprises plastics or mineral basic material.In particularly advantageous design
In scheme, pressure pushes supporting member 11 to be made of the plastics of constant shape or fibre cement (Faserzement).
In addition advantageous design scheme is obtained by the arbitrary combination of the feature of described embodiment before.Pressure
Push the height of dynamic supporting member 11 not only need not in transverse direction 7 but also need not 6 be along the longitudinal direction constant, but can be transversely
Direction 7 and/or along the longitudinal direction 6 change.Pressure support part 12 and pressure push supporting member 11 that need not have symmetry.Pressure branch
Bearing member 12 and/or pressure push supporting member 11 width and/or protrusion at longitudinal direction side 9 and longitudinal direction side 10 can size not
Together.It is pressing the position at the midpoint of the radius at two longitudinal direction sides 9 and 10 and/or the radius at the two longitudinal direction sides 9 and 10
It can be also different in power supporting member 12 and/or in pressure pushes supporting member 11.Pressure support part 12 and pressure push branch
Bearing member 11 can have the 6 identical width measured along the longitudinal direction in longitudinal direction side 9 and 10.However, for pressure support part
12 and pressure push supporting member 11 for different width can also be advantageous.Especially when pressure support part 12 has than pressure
Push 11 bigger of supporting member width when, can be advantageously, pressure support part 12 at its end side have than pressure push
The radius of 11 bigger of supporting member.Pressure support part 12 also can push branch to the protrusion f in adjacent structure member than pressure
The protrusion e biggers of bearing member 11.
Claims (14)
1. a kind of acting the structural detail being thermally isolated, for use it is between the building component for absorbing load, especially building
Build in the separation seam (4) between object top (3) and balcony slab (2), the structural detail carry slider (5), wherein it is described every
(5) have longitudinal direction (6) and (6) stretching along the longitudinal direction, longitudinal direction side (9,10) disposed opposing each other in vitro, wherein
The slider (5) has the horizontal direction (7) to stretch transverse to the longitudinal direction side (9,10) and perpendicular to the longitudinal direction
(6) and perpendicular to the horizontal direction (7) short transverse (8) to stretch, wherein there is the slider (5) pressure to push branch
Bearing member (11), the pressure push supporting member to be configured to for absorbing horizontal force (FH) and vertical force (FV), wherein the pressure
Pushing supporting member (11), (7) extend through the slider (5) and two longitudinal directions in the slider (5) in transverse direction
Protrusion is more than the slider (5) at side (9,10), wherein the pressure pushes supporting member (11) about the longitudinal direction
(6) it arranges with being spaced from each other, which is characterized in that the slider (5) includes at least one pressure support part (12), the pressure
Power supporting member is configured to be used only for absorbing horizontal force (FH) and extend along the horizontal direction of the slider (5) (7).
2. structural detail according to claim 1, which is characterized in that at least one longitudinal direction side of the slider (5)
At (9,10), the height (d) of the pressure support part (12) measured along short transverse (8) at the longitudinal direction side (9,10) is less than
The pressure pushes being measured along short transverse (8) at the longitudinal direction side (9,10) of the slider (5) for supporting member (11)
Highly (c).
3. structural detail according to claim 2, which is characterized in that the pressure support part (12) in the slider
(5) at least one longitudinal direction side (9,10) supporting member (11) is pushed for the pressure along the height (d) that short transverse (8) measures
At the longitudinal direction side (9,10) of the slider (5) along short transverse (8) measure height (c) be less than 50%, it is especially small
In 30%.
4. structural detail according to claim 1, which is characterized in that the pressure pushes supporting member (11) at least
The protrusion (e) of 1.0cm protrudes beyond the longitudinal direction side (9,10).
5. structural detail according to claim 1, which is characterized in that the pressure pushes supporting member (11) at least one
Protruding portion (16,17) extends over side (9,10) longitudinally in each.
6. structural detail according to claim 5, which is characterized in that the pressure pushes supporting member (11) to have upside
(18) and downside (19), and at least one protruding portion (16) is arranged at the upside (18), and at least one protruding portion
(17) it is arranged at the downside (19).
7. structural detail according to claim 1, which is characterized in that the structural detail has at least one pull rod
(26), the pull rod extends through the slider (5).
8. structural detail according to claim 1, which is characterized in that the structural detail (1) has at least one compression bar
(27), the compression bar extends through the slider (5).
9. structural detail according to claim 1, which is characterized in that the structural detail (1) has at least one transverse direction
Power bar (28), the cross force bar extend through the slider (5).
10. structural detail according to claim 1, which is characterized in that the slider (5) has in the longitudinal direction side
(9,10) downside (13) to stretch along the longitudinal direction between.
11. structural detail according to claim 10, which is characterized in that the pressure support part (12) is relative under described
The spacing (b) of side (13) is less than 3cm.
12. structural detail according to claim 10, which is characterized in that the pressure pushes supporting member (11) relative to institute
The spacing (a) for stating downside (13) is less than 3cm.
13. structural detail according to claim 10, which is characterized in that the pressure support part (12) is relative under described
The spacing (b) of side (13) be the pressure push supporting member (11) relative to the downside (13) spacing (a) 80% to
120%。
14. structural detail according to claim 1, which is characterized in that the pressure pushes supporting member (11) and the pressure
The protrusion of power supporting member (12) be more than the slider (5) longitudinal direction side (9,10) region at least partly with radius (r, s,
X) it is constructed around the axis (23,31,37) to stretch along short transverse (8).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| EP17000569.8A EP3385462B1 (en) | 2017-04-05 | 2017-04-05 | Thermally insulating component |
| EP17000569.8 | 2017-04-05 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108691366A true CN108691366A (en) | 2018-10-23 |
Family
ID=58544680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810310123.3A Pending CN108691366A (en) | 2017-04-05 | 2018-04-03 | Act the structural detail being thermally isolated |
Country Status (4)
| Country | Link |
|---|---|
| US (1) | US20180291620A1 (en) |
| EP (1) | EP3385462B1 (en) |
| CN (1) | CN108691366A (en) |
| PL (1) | PL3385462T3 (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102016124736A1 (en) * | 2016-12-19 | 2018-06-21 | Schöck Bauteile GmbH | Component for thermal insulation |
| GB201819196D0 (en) * | 2018-11-26 | 2019-01-09 | Ancon Ltd | Building element, system and method |
| US20220010545A1 (en) * | 2020-07-09 | 2022-01-13 | Meadow Burke, Llc | Reinforcement for a connector in a precast concrete panel |
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| EP2138641A2 (en) * | 2008-06-24 | 2009-12-30 | SCHÖCK BAUTEILE GmbH | Construction element for heat insulation and insulating material for construction purposes |
| EP2177681A2 (en) * | 2008-10-17 | 2010-04-21 | SCHÖCK BAUTEILE GmbH | Concrete material, component for heat insulation and masonry-form heat insulation element, all using concrete material |
| EP2610410A2 (en) * | 2011-12-30 | 2013-07-03 | SCHÖCK BAUTEILE GmbH | Construction element for heat insulation |
| CN205804643U (en) * | 2016-04-27 | 2016-12-14 | 青岛被动屋工程技术有限公司 | A kind of bridge insulation thermal resistance component connected for indoor and outdoor structure |
| CN205857423U (en) * | 2016-07-22 | 2017-01-04 | 欧联（杭州）节能建筑技术研究有限公司 | For building the nonmetal heat preservation structural component of the bridge cut-off under outer enclosed structure |
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| US1058548A (en) * | 1912-10-14 | 1913-04-08 | Francois Cancalon | Construction of armored-concrete floors and ceilings. |
| DE10102930A1 (en) * | 2001-01-23 | 2002-07-25 | Schoeck Entwicklungsgmbh | Component for thermal insulation |
| DE59208345D1 (en) * | 1991-02-15 | 1997-05-22 | Reto Bonomo | Insulating cantilever panel connection element and use of the same |
| EP1564336B1 (en) | 2004-02-11 | 2007-09-19 | HALFEN GmbH | Thermally insulating construction element |
| DE102006011335A1 (en) * | 2006-03-09 | 2007-09-13 | Schöck Bauteile GmbH | Thermal insulation component for use between e.g. ceiling and balcony, has insulating body with foot and reinforcement parts, where reinforcement part is arranged vertically over foot part, and has horizontal length smaller than foot part |
| DE102011054275A1 (en) | 2011-10-07 | 2013-04-11 | Max Frank Gmbh & Co Kg | Cantilever plate connecting element for connecting cover or base plate and projecting plate, has transverse load bar provided with loop section that is arranged in installed state in cantilever panel |
| PL2653625T3 (en) * | 2012-04-20 | 2019-05-31 | Halfen Gmbh | Thermally insulating component |
| DE202013006229U1 (en) * | 2013-07-11 | 2014-10-13 | H-Bau Technik Gmbh | Thermally insulating component |
-
2017
- 2017-04-05 EP EP17000569.8A patent/EP3385462B1/en active Active
- 2017-04-05 PL PL17000569T patent/PL3385462T3/en unknown
-
2018
- 2018-03-28 US US15/938,439 patent/US20180291620A1/en not_active Abandoned
- 2018-04-03 CN CN201810310123.3A patent/CN108691366A/en active Pending
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|---|---|---|---|---|
| DE20010770U1 (en) * | 2000-06-13 | 2000-09-21 | Diesler Joerg | Highly insulating reinforcement cage with heat-insulating reinforcement elements |
| EP1225282A2 (en) * | 2001-01-23 | 2002-07-24 | Schöck Entwicklungsgesellschaft mbH | Heat insulation building element |
| CN1916308A (en) * | 2005-08-18 | 2007-02-21 | 舍克建筑构件有限公司 | Construction element for heat insulation |
| US20080010913A1 (en) * | 2006-03-09 | 2008-01-17 | Schock Bauteile Gmbh | Construction element for heat insulation |
| EP1892344A1 (en) * | 2006-08-22 | 2008-02-27 | HALFEN GmbH | Thermally insulating construction element |
| EP2138641A2 (en) * | 2008-06-24 | 2009-12-30 | SCHÖCK BAUTEILE GmbH | Construction element for heat insulation and insulating material for construction purposes |
| EP2177681A2 (en) * | 2008-10-17 | 2010-04-21 | SCHÖCK BAUTEILE GmbH | Concrete material, component for heat insulation and masonry-form heat insulation element, all using concrete material |
| EP2610410A2 (en) * | 2011-12-30 | 2013-07-03 | SCHÖCK BAUTEILE GmbH | Construction element for heat insulation |
| CN205804643U (en) * | 2016-04-27 | 2016-12-14 | 青岛被动屋工程技术有限公司 | A kind of bridge insulation thermal resistance component connected for indoor and outdoor structure |
| CN205857423U (en) * | 2016-07-22 | 2017-01-04 | 欧联（杭州）节能建筑技术研究有限公司 | For building the nonmetal heat preservation structural component of the bridge cut-off under outer enclosed structure |
Also Published As
| Publication number | Publication date |
|---|---|
| PL3385462T3 (en) | 2020-11-16 |
| EP3385462A1 (en) | 2018-10-10 |
| US20180291620A1 (en) | 2018-10-11 |
| EP3385462B1 (en) | 2020-03-04 |
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| CB02 | Change of applicant information | ||
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Address after: Germany Langenfeld Applicant after: Hafen Limited Address before: Germany Langenfeld Applicant before: HALFEN GmbH |
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Application publication date: 20181023 |