CN207079777U - A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall - Google Patents
A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall Download PDFInfo
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- CN207079777U CN207079777U CN201720929140.6U CN201720929140U CN207079777U CN 207079777 U CN207079777 U CN 207079777U CN 201720929140 U CN201720929140 U CN 201720929140U CN 207079777 U CN207079777 U CN 207079777U
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Abstract
The utility model provides a kind of inverted cone-shaped and encorbelmented brick arcading Curtain Wall, solves " inverted cone-shaped " and encorbelments brick wall and the deviation of gravity center and fall arrest hidden danger of arcading, on the premise of structure safety is ensured, reaches brick wall shape-designing effect.Every four skins brick increases horizontal support angle steel, while solving gravity center eccentric, has the function that horizontal drawknot；The size of encorbelmenting of all bricks is less than bat, and the hidden danger of deviation of gravity center is reduced from lattice；Arch uses stainless steel pin and stainless steel link, shares the vertical load of arch horizontal thrust and deadweight.It uses steel structure keel as carrying system, including structure keel, support keel and hitch assembly, structure keel include primary and secondary skeletal frame, additional keel, the elongated transom of arch and the oblique keel of arch, solve the problems, such as monolithic brick in brick wall builds angle and deviation of gravity center by laying bricks or stones, so as to the safety of structure and surface smoothness of the brick wall arcading curtain wall construction system that ensures tiltedly to encorbelment, while reduce its European classic exterior wall effect.
Description
Technical field
It the utility model is related to arcading curtain wall construction technical field, and in particular to a kind of inverted cone-shaped is encorbelmented brick arcading curtain wall body
System.
Background technology
As science and technology produces rapid advancement, the development of China's Architectural plurality, increasing European style is built contemporary
Compatriots are received, and " inverted cone-shaped " encorbelments the continuous bucket of encorbelmenting that arcading brick curtain wall belongs in European Architecture exterior wall in plain brick wall high building
Arch formula, to reduce this moulding in outer-wall building, its brick body system of encorbelmenting needs to use carrying system of the steel joist as brick wall,
" inverted cone-shaped " if tiltedly encorbelment brick when building by laying bricks or stones using common brick-building art, can because after building certain altitude by laying bricks or stones can caused by center of gravity
Deviate, and our experiments show that, brick wall of tiltedly encorbelmenting can be being built by laying bricks or stones to after four skin brick height（About 280mm is high）Cause because of deviation of gravity center
Fall, so as to which potential safety hazard can be caused；Its arch construction needs tiltedly to build arcading on oversailing bricks wall by laying bricks or stones at " inverted cone-shaped ", arcading it is vertical
Load needs independent stress, to reduce the vertical load tiltedly chosen wall and born.
Utility model content
The purpose of this utility model is to provide a kind of inverted cone-shaped and encorbelmented brick arcading Curtain Wall, is made using steel structure keel
To carry system, solve the problems, such as monolithic brick in inverted cone-shaped brick wall builds angle and deviation of gravity center by laying bricks or stones, so as to ensure brick of tiltedly encorbelmenting
The safety of structure and surface smoothness of wall arcading curtain wall construction system, while reduce its European classic exterior wall effect.
To achieve the above object, the utility model uses following construction technical schemes：
A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall, outside agent structure exterior wall, including curtain skeleton and curtain wall,
It is characterized in that：
The curtain wall is clear water brick curtain wall, including the back taper brick wall of bottom and the arch at the top of back taper brick wall,
The back taper brick wall is outwards to encorbelment to build the inclination brick wall of encorbelmenting to be formed by laying bricks or stones from bottom to top successively, and the size of encorbelmenting for brick of encorbelmenting is small
In bat, its top section forms brick moulding column cap of encorbelmenting, and the arch is built by laying bricks or stones on brick moulding column cap of encorbelmenting vertically；
The curtain skeleton is located between agent structure exterior wall and curtain wall, including structure keel, support keel and mounting group
Part；
The structure keel include main joist, secondary joist, additional keel, the elongated transom of arch and the oblique keel of arch；Institute
Support keel is stated inside back taper brick wall and brick moulding column cap of encorbelmenting, including about one group spaced cross-brace angle
Steel, the cross-brace angle steel is horizontally embedded in back taper brick wall and the horizontal brickwork joint for encorbelmenting brick moulding column cap, its it is internal with
Outer layer main joist is fixedly connected；
The hitch assembly is located on arch, including a series of stainless steel link of supporting settings and stainless steel pin, institute
Stainless steel link is stated along arch arc along being uniformly arranged, its one end is fixed on the oblique keel of arch, other end insertion arch
In brickwork joint, and fixed by stainless steel pin with brick body；
Horizontal restraint bar-mat reinforcement is also arranged at intervals in the curtain wall, the horizontal restraint bar-mat reinforcement passes through tension member and time dragon
Bone bolt connects.
Wherein, respectively leaned on two layers including at least inside and outside as optimal technical scheme of the present utility model, the main joist
The internal layer main joist and the outer layer main joist close to outside curtain wall of nearly inner side main body structure outer, the internal layer main joist vertically lead to
Long to set, it is fixedly connected with the embedded part outside agent structure within the walls；The outer layer main joist presses close to curtain wall setting, including bottom edge
The sloping portion and top that the outer dip angle of back taper brick wall moulding is set, which are pressed close to encorbelment, to be set on the inside of brick moulding column cap and arch
Vertical portion；It is connected between the internal layer main joist and outer layer main joist by additional keel；The secondary joist is located at
Inside back taper brick wall, its vertical main joist is laterally set, and is fixedly connected with outer layer main joist；The elongated transom of arch is set
Inside arch, it is fixedly connected with the embedded part outside agent structure within the walls, is set between the main joist of ectonexine and its additional keel
The oblique keel of oblique arch, are connected as one whole curtain skeleton；
Connect it is further preferred that the internal layer main joist is fixed by the embedded part outside adaptor one and agent structure within the walls
Connect；It is connected between the main joist and secondary joist by adaptor two；Outside the elongated transom of arch and agent structure
Embedded part within the walls is connected by adaptor three；When the cross-brace angle steel is connected with outer layer main joist, fallen with bottom edge
The sloping portion that taper brick wall is set is connected by adaptor four, and it is straight to press close to the vertical portion set on the inside of arch with top
Connect and be welded and fixed.
It is further preferred that the adaptor one, adaptor two, adaptor three or adaptor four are zinc-plated square steel pipe, L-shaped
Angle steel or corner brace.
It is further preferred that the main joist uses zinc-plated square steel pipe；The secondary joist uses aluminum corner brace, neighbouring two layers
Secondary joist spacing is that four skin bricks are thick；The distance that neighbouring two layers of the cross-brace angle steel is not more than four skin bricks；It is described additional
Keel use zinc-plated square steel pipe or Zinc-coated angle steel；The elongated transom of arch includes parallel three, using zinc-plated square steel pipe；
The oblique keel of arch use Zinc-coated angle steel.
It is further preferred that the horizontal restraint bar-mat reinforcement and its tension member are prefabricated stainless steel workpiece, both adopt
Use bayonet connection；The horizontal restraint bar-mat reinforcement elongated laying on secondary joist in curtain wall, adjacent two layers spacing is according to secondary joist
Spacing is that four skin bricks are thick.
It is further preferred that the stainless steel link is the rectangle link that corner sets circular arc chamfering, the arch is using burning
Tie porous brick, solid two chamferings in sintered perforated brick brick body of the stainless vertical stainless steel link place plane inlay card of steel pin
Place.
It is further preferred that the secondary joist is interval-staggered every two skin bricks with cross-brace angle steel.
The utility model compared with prior art, has the following technical effect that：
（1）Every four skins brick increases horizontal support angle steel, while solving gravity center eccentric, has the function that horizontal drawknot；
（2）The size of encorbelmenting of all bricks is less than bat, and the hidden danger of deviation of gravity center is reduced from lattice；
（3）Arch position is fixed using stainless steel pin joint stainless steel link, shares arch horizontal thrust and deadweight
Vertical load.
To sum up, the utility model clear water brick masonry with agent structure exterior wall（Reinforced concrete shear wall secondary is built by laying bricks or stones
Wall）The keel body of connection is fastened, and brick setting is combined with curtain skeleton system and its construction way, is solved in inverted cone-shaped brick wall
Monolithic brick builds angle and deviation of gravity center problem, and arcading arch stress problem by laying bricks or stones, so as to the brick wall arcading curtain that ensures tiltedly to encorbelment
The safety of structure and surface smoothness of wall construction system, while reduce its European classic exterior wall effect.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, of the present utility model above-mentioned and/or other aspects and advantage will
Becoming more apparent upon and be easier to understand, these accompanying drawings are simply schematical, are not intended to limit the utility model, wherein：
Fig. 1 is that the inverted cone-shaped that the utility model is related to is encorbelmented the elevation of brick arcading Curtain Wall；
Fig. 2 is the cross-sectional view of A-A sections in Fig. 1；
Fig. 3 is the partial enlargement structural representation of C in Fig. 2；
Fig. 4 is the cross-sectional view of B-B sections in Fig. 1；
Fig. 5 is the structural representation inside the arch arcading that the utility model is related to；
Fig. 6 be the inverted cone-shaped that the utility model is related to encorbelment brick arcading Curtain Wall corner internal structure way signal
Figure.
Reference：1- agent structures exterior wall, 1.1- embedded parts, 2- curtain skeletons, 2.1- cross-braces angle steel, 2.2- switchings
Part one, 2.3- main joists, 2.4- secondary joists, 2.5- add keel, 2.6- adaptors two, 2.7- adaptors three, 2.8- arch and led to
Long transom, the oblique keel of 2.9- arch, 2.10- adaptors four, 3- curtain walls, 3.1- arch, 3.2- encorbelment brick moulding column cap, 3.3-
Back taper brick wall, 4- horizontal restraints bar-mat reinforcement, 5- tension members, the stainless steel pins of 6-, 7- stainless steels link, 8- clear water bricks.
Embodiment
Hereinafter, a kind of inverted cone-shaped of the present utility model is described with reference to the accompanying drawings to encorbelment the implementation of brick arcading Curtain Wall
Example.The embodiment recorded herein is specific embodiment of the present utility model, for illustrating design of the present utility model,
It is explanatory and exemplary, should not be construed as the limitation to the utility model embodiment and the scope of the utility model.Remove
Outside the embodiment recorded herein, those skilled in the art can also be based in disclosed in the application claims and specification
Hold includes any using making for the embodiment to recording herein using obvious other technical schemes, these technical schemes
The technical scheme of obvious substitutions and modifications.The accompanying drawing of this specification is schematic diagram, aids in illustrating structure of the present utility model
Think, it is schematically indicated the shape and its correlation of each several part.It note that for the ease of clearly showing the utility model
The structure of each part of embodiment, do not drawn according to identical ratio between each accompanying drawing.Identical reference marker is used to represent
Identical part.Principle of the present utility model and feature are described below in conjunction with accompanying drawing, example is served only for explaining this
Utility model, it is not intended to limit the scope of the utility model.
As shown in figures 1 to 6, the utility model is related to a kind of inverted cone-shaped to encorbelment brick arcading Curtain Wall, outside agent structure
Outside wall 1, including curtain skeleton 2 and curtain wall 3, as shown in figure 1, curtain wall 3 is clear water brick curtain wall, include the back taper brick wall of bottom
3.3 and the arch 3.1 located at the top of back taper brick wall 3.3, back taper brick wall 3.3 is outwards to encorbelment to build shape by laying bricks or stones from bottom to top successively
Into encorbelment and tilt brick wall, its top section, which is formed, is encorbelmented brick moulding column cap 3.2, and arch 3.1 is built by laying bricks or stones in brick moulding of encorbelmenting vertically
On column cap 3.2, wherein, brick body uses sintered perforated brick at arch 3.1, is easy to the perforation of stainless steel pin, elsewhere can be with
With sintering solid brick or porous brick.
Such as Fig. 2, curtain skeleton 2 is located between agent structure exterior wall 1 and curtain wall 3, including structure keel, support keel and extension
Connected components；Structure keel include main joist 2.3, secondary joist 2.4, additional keel 2.5 and the elongated transom 2.8 of arch；Main joist
2.3 comprise at least inside and outside two layers, internal layer main joist 2.31 and close outside curtain wall respectively close to inner side main body structure outer 1
3 outer layer main joist 2.32, the vertically elongated setting of internal layer main joist 2.31, it is fixed with the embedded part 1.1 outside agent structure within the walls
Connection；Outer layer main joist 2.32 is pressed close to curtain wall 3 and set, including outer dip angle setting of the bottom along the moulding of back taper brick wall 3.3
The vertical portion that brick moulding column cap 3.2 is pressed close to encorbelment in sloping portion and top and the inner side of arch 3.1 is set；Internal layer main joist 2.31
It is connected between outer layer main joist 2.32 by additional keel 2.5；Secondary joist 2.4 is located inside back taper brick wall 3.3, its
Vertical main joist 2.3 is laterally set, and is fixedly connected with outer layer main joist 2.32, it uses aluminum corner brace, and upper and lower interlamellar spacing is four skin bricks
Thickness, secondary joist 2.4 are interval-staggered every two skin bricks with cross-brace angle steel 2.1.
Such as Fig. 5, for the elongated transom 2.8 of arch inside arch 3.1, the elongated transom 2.8 of arch includes parallel three
Road, using zinc-plated square steel pipe, it is fixedly connected with the embedded part 1.1 outside agent structure within the walls, with the main joist 2.3 of ectonexine and its attached
Add and set the oblique keel 2.9 of oblique arch between keel 2.5, the oblique keel 2.9 of arch use Zinc-coated angle steel, and additional keel 2.5 use
Zinc-plated square steel pipe or Zinc-coated angle steel；Whole curtain skeleton 2 is connected as one.
Such as Fig. 2 and Fig. 4, support keel is inside back taper brick wall 3.3 and brick moulding column cap 3.2 of encorbelmenting, including one group
Cross-brace angle steel 2.1 setting up and down, cross-brace angle steel 2.1 are horizontally embedded in back taper brick wall 3.3 and brick moulding of encorbelmenting
In the horizontal brickwork joint of column cap 3.2, its inside is fixedly connected with outer layer main joist 2.32.Main joist 2.3 uses zinc-plated square steel pipe；It is horizontal
It is not more than four skin bricks to neighbouring two layers of the distance of support angle steel 2.1.
Such as Fig. 4 and Fig. 5, hitch assembly is located on arch 3.1, includes a series of He of stainless steel link 7 of supporting settings
Stainless steel pin 6, stainless steel link 7 is along the arc of arch 3.1 along being uniformly arranged, and its one end is fixed on the oblique keel 2.9 of arch, separately
In the brickwork joint of one end insertion arch 3.1, and fixed by stainless steel pin 6 with brick body.Stainless steel link 7 is that corner sets circular arc chamfering
Rectangle link, the vertical place plane inlay card of stainless steel link 7 of stainless steel pin 6 is solid in brick body at two chamferings.
Such as Fig. 3, the interior also interleaved of curtain wall 3 sets horizontal restraint bar-mat reinforcement 4, and horizontal restraint bar-mat reinforcement 4 passes through tension member 5
With the bolt connection of secondary joist 2.4, horizontal restraint bar-mat reinforcement 4 and its tension member 5 are prefabricated stainless steel workpiece, and both are using card
Mouth connection.The elongated laying on secondary joist 2.4 in curtain wall 3 of horizontal restraint bar-mat reinforcement 4, adjacent two layers spacing is according to secondary joist 2.4
Spacing is that four skin bricks are thick.
Wherein, internal layer main joist 2.31 is fixedly connected by adaptor 1 with the embedded part 1.1 in agent structure exterior wall 1；
It is connected between main joist 2.3 and secondary joist 2.4 by adaptor 2 2.6；Outside the elongated transom 2.8 of arch and agent structure
Embedded part 1.1 in wall 1 is connected by adaptor 3 2.7；When cross-brace angle steel 2.1 is connected with outer layer main joist 2.32,
It is connected with the sloping portion that bottom is set along back taper brick wall 3.3 by adaptor 4 2.10, presses close to arch 3.1 with top
The vertical portion that inner side is set directly is welded and fixed.Adaptor 1, adaptor 2 2.6, adaptor 3 2.7 or adaptor four
2.10 be zinc-plated square steel pipe, L-shaped angle steel or corner brace.
The encorbelment building method of brick arcading Curtain Wall of above-mentioned inverted cone-shaped comprises the following steps：
Step 1：Material prepares：Clear water brick 8, cement mortar, galvanized steel, aluminium alloy extrusions, stainless steel including sintering
The preparation and processing of the materials such as material, bolt, welding rod, insulation spacer, anticorrosive paint, silicone weatherproof sealant；
Step 2：The installation of internal layer main joist 2.31：The vertically elongated setting of internal layer main joist 2.31, using zinc-plated square steel
Pipe, is welded to connect, internal layer main joist 2.31 with the embedded part 1.1 on agent structure exterior wall 1 by the adaptor 1 laterally set
Between set additional keel 2.5 to be welded to connect；
Step 3：The installation of outer layer main joist 2.32：Outer layer main joist 2.32 is pressed close to curtain wall 3 according to moulding outer dip angle and set
Put, including the vertical portion at the sloping portion of bottom and top, outer layer main joist 2.32 use zinc-plated square steel pipe, outer layer main joist
Set additional keel 2.5 to be welded to connect between 2.32, also set between outer layer main joist 2.32 and internal layer main joist 2.31 additional
Keel 2.5 are welded to connect, so far, ectonexine keel girder system installation；
Step 4：The installation of cross-brace angle steel 2.1：Cross-brace angle steel 2.1 is located at back taper brick wall 3.3 and brick of encorbelmenting
Inside moulding column cap 3.2, be welded to connect with outer layer main joist 2.32 by adaptor 4 2.10, cross-brace angle steel 2.1 it is upper
Lower interlamellar spacing is that four skin bricks are thick；
Step 5：The installation of secondary joist 2.4：Secondary joist 2.4 is laterally set, using aluminum corner brace, by adaptor 2 2.6 and outside
Layer main joist 2.32 connects；Secondary joist 2.4 is connected by screw bolts with adaptor 2 2.6, between fitting 2 2.6 and fitting 2 2.6
Using being welded to connect between outer layer main joist 2.32, insulation spacer is added between unlike material, secondary joist 2.4 is in corner of encorbelmenting
The elongated setting in position, other cantilever parts set the independent aluminum corner brace adaptor of secondary joist 2.4 only at main joist, and neighbouring two
The spacing of level keel 2.4 is that four skin bricks are thick, such as Fig. 6, and in the angle position of curtain wall 3, secondary joist 2.4 is using cutting, the side bent
Formula is set, and ensures its continuity；
Step 6：The installation of the elongated transom 2.8 of arch and the oblique keel 2.9 of arch：Set three arch elongated in arch
Transom 2.8, it is connected, is encircleed by adaptor 3 2.7 using the embedded part 1.1 in zinc-plated square steel pipe, with agent structure exterior wall 1
The elongated transom 2.8 of certificate is welded to connect, with the main dragon of ectonexine inside arch 3.1 with the embedded part 1.1 outside agent structure within the walls
The oblique keel 2.9 of oblique arch are set between bone 2.3 and its additional keel 2.5, the oblique keel 2.9 of arch use Zinc-coated angle steel, arch
Use and be welded to connect between transom 2.8 and the oblique keel 2.9 of arch；
Step 7：Brick is selected in color separation on request：Color separation is carried out according to color separation requirement select brick before building by laying bricks or stones；
Step 8：Encorbelment the building by laying bricks or stones of brick：Brick masonry encorbelment on cross-brace angle steel 2.1, in brick wall at secondary joist 2.4
One of horizontal restraint bar-mat reinforcement 4 of elongated laying, horizontal restraint bar-mat reinforcement 4 by tension member 5 and the bolt connection of secondary joist 2.4,
The angle position of curtain wall 3, horizontal restraint bar-mat reinforcement 4 are set by the way of cutting, bending, ensure its continuity；
Step 9：Make arch loose tool：According to the setting-out size of each arch, the wooden loose tool of making " back taper ", tire
Brick typesetting frame bar is built in ejection by laying bricks or stones on mould, and brick is arranged as odd number block at arch；
Step 10：Arcading brick masonry：Brick need to use sintered perforated brick at arcading, when building by laying bricks or stones, according on typesetting figure and loose tool
The line of ink marker build by laying bricks or stones, from single span arch in both sides simultaneously arching building, every in the adjacent both sides brick hole of four skin bricks insert stainless steel pin
6, connected between the oblique keel 2.9 of arch and stainless steel pin 6 using stainless steel link 7, stainless steel link 7 and the oblique keel 2.9 of arch
Adopt and be welded to connect；
Step 11：Lime mortar-chalked joint：With block, with seam is drawn when building by laying bricks or stones, a seam depth is drawn as 8~10mm or so, the depth one
Cause, finally with lime mortar-chalked joint agent jointing；
Step 12：Waterproofing protection agent brushing：In the outer brushing waterproofing protection agent of curtain wall 3, so far, inverted cone-shaped is encorbelmented brick arcading
Curtain Wall builds completion by laying bricks or stones.
Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in
Within the scope of shield.
Claims (8)
- The brick arcading Curtain Wall 1. a kind of inverted cone-shaped is encorbelmented, located at agent structure exterior wall（1）Outside, including curtain skeleton（2）With Curtain wall（3）, it is characterised in that：The curtain wall（3）For the back taper brick wall of clear water brick curtain wall, including bottom（3.3）With located at back taper brick wall（3.3）Top The arch in portion（3.1）, the back taper brick wall（3.3）It is outwards to encorbelment to build the inclination brick of encorbelmenting to be formed by laying bricks or stones from bottom to top successively Wall, the size of encorbelmenting for brick of encorbelmenting are less than bat, and its top section forms brick moulding column cap of encorbelmenting（3.2）, the arch（3.1）It is perpendicular Directly build by laying bricks or stones in brick moulding column cap of encorbelmenting（3.2）On；The curtain skeleton（2）Located at agent structure exterior wall（1）With curtain wall（3）Between, including structure keel, support keel and extension Connected components；The structure keel include main joist（2.3）, secondary joist（2.4）, additional keel（2.5）, the elongated transom of arch（2.8） With the oblique keel of arch（2.9）；The support keel is located at back taper brick wall（3.3）With brick moulding column cap of encorbelmenting（3.2）Inside, including one group setting up and down Cross-brace angle steel（2.1）, the cross-brace angle steel（2.1）It is horizontally embedded in back taper brick wall（3.3）Brick is made with encorbelmenting Type column cap（3.2）Horizontal brickwork joint in, it is internal with outer layer main joist（2.32）It is fixedly connected；The hitch assembly is located at arch（3.1）On, include the stainless steel links of supporting settings a series of（7）With stainless steel pin （6）, the stainless steel link（7）Along arch（3.1）Along being uniformly arranged on arc, its one end is fixed on the oblique keel of arch（2.9） On, other end insertion arch（3.1）Brickwork joint in, and pass through stainless steel pin（6）Fixed with brick body；The curtain wall（3）Interior also interleaved sets horizontal restraint bar-mat reinforcement（4）, the horizontal restraint bar-mat reinforcement（4）Pass through drawing Tie part（5）With secondary joist（2.4）Bolt connection.
- The brick arcading Curtain Wall 2. a kind of inverted cone-shaped according to claim 1 is encorbelmented, it is characterised in that：The main joist （2.3）It is respectively close to inner side main body structure outer including at least inside and outside two layers（1）Internal layer main joist（2.31）Outside close Wing flats wall（3）Outer layer main joist（2.32）, the internal layer main joist（2.31）Vertical elongated setting, itself and agent structure exterior wall Interior embedded part（1.1）It is fixedly connected；The outer layer main joist（2.32）Press close to curtain wall（3）Set, including bottom is along back taper brick Wall（3.3）The sloping portion and top that the outer dip angle of moulding is set are pressed close to encorbelment brick moulding column cap（3.2）And arch（3.1）It is interior The vertical portion that side is set；The internal layer main joist（2.31）With outer layer main joist（2.32）Between pass through additional keel（2.5） It is connected；The secondary joist（2.4）Located at back taper brick wall（3.3）Inside, its vertical main joist（2.3）Laterally set, with Outer layer main joist（2.32）It is fixedly connected；The elongated transom of arch（2.8）Located at arch（3.1）Inside, with agent structure Embedded part within the walls outside（1.1）It is fixedly connected, the main joist with ectonexine（2.3）And its additional keel（2.5）Between set it is oblique The oblique keel of arch（2.9）, make whole curtain skeleton（2）It is connected as one.
- The brick arcading Curtain Wall 3. a kind of inverted cone-shaped according to claim 2 is encorbelmented, it is characterised in that：The main dragon of internal layer Bone（2.31）Pass through adaptor one（2.2）With agent structure exterior wall（1）Interior embedded part（1.1）It is fixedly connected；The main joist （2.3）With secondary joist（2.4）Between pass through adaptor two（2.6）It is connected；The elongated transom of arch（2.8）With main body Structure outer（1）Interior embedded part（1.1）Pass through adaptor three（2.7）It is connected；The cross-brace angle steel（2.1）With outer layer Main joist（2.32）During connection, with bottom along back taper brick wall（3.3）The sloping portion of setting passes through adaptor four（2.10）Even Fixation is connect, presses close to arch with top（3.1）The vertical portion that inner side is set directly is welded and fixed.
- The brick arcading Curtain Wall 4. a kind of inverted cone-shaped according to claim 3 is encorbelmented, it is characterised in that：The adaptor one （2.2）, adaptor two（2.6）, adaptor three（2.7）Or adaptor four（2.10）For zinc-plated square steel pipe, L-shaped angle steel or corner brace.
- The brick arcading Curtain Wall 5. a kind of inverted cone-shaped according to claim 2 is encorbelmented, it is characterised in that：The main joist （2.3）Using zinc-plated square steel pipe；The secondary joist（2.4）Using aluminum corner brace, neighbouring two layers of secondary joist（2.4）Spacing is four skins Brick is thick；The cross-brace angle steel（2.1）Neighbouring two layers of distance is thick no more than four skin bricks；The additional keel（2.5） Using zinc-plated square steel pipe or Zinc-coated angle steel；The elongated transom of arch（2.8）Including parallel three, using zinc-plated square steel Pipe；The oblique keel of arch（2.9）Using Zinc-coated angle steel.
- The brick arcading Curtain Wall 6. a kind of inverted cone-shaped according to claim 2 is encorbelmented, it is characterised in that：The horizontal restraint Bar-mat reinforcement（4）And its tension member（5）It is prefabricated stainless steel workpiece, both use bayonet connection, the horizontal restraint reinforcing bar Net（4）In curtain wall（3）Interior secondary joist（2.4）Upper elongated laying, adjacent two layers spacing are that four skin bricks are thick according to secondary joist spacing.
- The brick arcading Curtain Wall 7. a kind of inverted cone-shaped according to claim 2 is encorbelmented, it is characterised in that：The stainless steel is hung Ring（7）The rectangle link of circular arc chamfering, the arch are set for corner（3.1）Using sintered perforated brick, the stainless steel pin（6）Hang down Straight stainless steel link（7）Place plane inlay card is solid at two chamferings of sintered perforated brick brick body.
- The brick arcading Curtain Wall 8. a kind of inverted cone-shaped according to claim 1~7 any one is encorbelmented, it is characterised in that： The secondary joist（2.4）With cross-brace angle steel（2.1）It is interval-staggered every two skin bricks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720929140.6U CN207079777U (en) | 2017-07-28 | 2017-07-28 | A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720929140.6U CN207079777U (en) | 2017-07-28 | 2017-07-28 | A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall |
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| CN207079777U true CN207079777U (en) | 2018-03-09 |
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| CN201720929140.6U Active CN207079777U (en) | 2017-07-28 | 2017-07-28 | A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227812A (en) * | 2017-07-28 | 2017-10-03 | 北京六建集团有限责任公司 | A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall and its construction method |
| CN110331795A (en) * | 2019-07-25 | 2019-10-15 | 石家庄市住宅开发建设公司 | Arch construction top-down construction method |
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2017
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227812A (en) * | 2017-07-28 | 2017-10-03 | 北京六建集团有限责任公司 | A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall and its construction method |
| CN107227812B (en) * | 2017-07-28 | 2023-04-07 | 北京六建集团有限责任公司 | Inverted cone type overhanging brick multi-arch curtain wall system and construction method thereof |
| CN110331795A (en) * | 2019-07-25 | 2019-10-15 | 石家庄市住宅开发建设公司 | Arch construction top-down construction method |
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