CN107227812A - A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall and its construction method - Google Patents
A kind of inverted cone-shaped is encorbelmented brick arcading Curtain Wall and its construction method Download PDFInfo
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- CN107227812A CN107227812A CN201710631527.8A CN201710631527A CN107227812A CN 107227812 A CN107227812 A CN 107227812A CN 201710631527 A CN201710631527 A CN 201710631527A CN 107227812 A CN107227812 A CN 107227812A
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- brick
- arch
- keel
- wall
- curtain wall
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The present invention provides a kind of inverted cone-shaped and encorbelmented brick arcading Curtain Wall and its construction method, 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 gravity center eccentric is solved, reaches the effect of horizontal drawknot；The size of encorbelmenting of all bricks reduces the hidden danger of deviation of gravity center less than bat 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 ensure the safety of structure and surface smoothness of oblique brick wall arcading curtain wall construction system of encorbelmenting, while reducing its European classic exterior wall effect.
Description
Technical field
The present invention relates to arcading curtain wall construction technical field, and in particular to a kind of inverted cone-shaped encorbelment brick arcading Curtain Wall and
Its construction method.
Background technology
As science and technology produces rapid advancement, China's Architectural plurality development, increasing European style building is 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
To reduce this moulding in arch formula, outer-wall building, its brick body system of encorbelmenting needs the carrying system as brick wall using steel joist,
" inverted cone-shaped " if tiltedly encorbelment brick when building by laying bricks or stones using common brick-building art, can because build by laying bricks or stones after certain altitude 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 that potential safety hazard can be caused；Its arch construction needs to build arcading by laying bricks or stones on " inverted cone-shaped " tiltedly oversailing bricks wall, arcading it is vertical
Load needs independent stress, and tiltedly the vertical load that wall is born is chosen to reduce.
The content of the invention
Encorbelmented brick arcading Curtain Wall and its construction method it is an object of the invention to provide a kind of inverted cone-shaped, using steel knot
Structure keel are as carrying system, and 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
The safety of structure and surface smoothness for brick wall arcading curtain wall construction system of tiltedly encorbelmenting, while reducing its European classic exterior wall effect
Really.
To achieve the above object, the present invention 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, and it is special
Levy and be：
The curtain wall is clear water brick curtain wall, includes the back taper brick wall and the arch at the top of back taper brick wall of bottom, described
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 less than half
Brick, 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 hitch assembly；
The structure keel include main joist, secondary joist, additional keel, the elongated transom of arch and the oblique keel of arch；The branch
Support keel are 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 internal and outer layer
Main joist is fixedly connected；
The hitch assembly is located on arch, includes the stainless steel link and stainless steel pin of a series of supporting settings, it is described not
Rust steel link is along along arch arc along being uniformly arranged, and its one end is fixed on the oblique keel of arch, and the other end is embedded in the brickwork joint of arch
It is interior, and fixed by stainless steel pin and 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 secondary joist spiral shell
Tether and connect.
Wherein, as the preferred technical solution of the present invention, the main joist is respectively at least close to interior including inside and outside two layers
The internal layer main joist of side agent structure exterior wall and the outer layer main joist close to outside curtain wall, the internal layer main joist is vertically elongated to be set
Put, 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 is along back taper
The sloping portion and top that the outer dip angle of shape brick wall moulding is set press close to encorbelment set on the inside of brick moulding column cap and arch it is perpendicular
Straight part；It is connected between the internal layer main joist and outer layer main joist by additional keel；The secondary joist is located at back taper
Shape brick wall partial interior, 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, is set between the main joist and its additional keel of ectonexine with the embedded part outside agent structure within the walls
The oblique keel of oblique arch, are connected as one whole curtain skeleton；
It is further preferred that the internal layer main joist is fixedly connected by adaptor one with the embedded part outside agent structure within the walls；Institute
State between main joist and secondary joist and to be connected by adaptor two；Outside the elongated transom of arch and agent structure within the walls
Embedded part is connected by adaptor three；When the cross-brace angle steel is connected with outer layer main joist, with bottom along back taper brick
The sloping portion that wall is set is connected by adaptor four, is pressed close to the vertical portion set on the inside of arch with top and is directly welded
It is 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 three parallel roads, 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 present invention also provides the construction method that above-mentioned inverted cone-shaped encorbelments brick arcading Curtain Wall, it is characterised in that including such as
Lower step：
Step one：Material prepares：Including clear water brick, keel, adaptor, anticorrosive paint, sealant material preparation and processing；
Step 2：The installation of internal layer main joist：The vertical elongated setting of internal layer main joist, passes through with the embedded part on agent structure exterior wall
The adaptor one laterally set is welded to connect, and sets additional keel to be welded to connect between internal layer main joist；
Step 3：The installation of outer layer main joist：Outer layer main joist presses close to curtain wall setting, includes sloping portion and the top of bottom
Set additional keel to be welded to connect between vertical portion, outer layer main joist, also set between outer layer main joist and internal layer main joist
Additional keel are welded to connect, so far, ectonexine keel girder system installation；
Step 4：The installation of cross-brace angle steel：Cross-brace angle steel is located at back taper brick wall and encorbelments inside brick moulding column cap,
It is welded to connect with outer layer main joist by adaptor four, the interlamellar spacing up and down of cross-brace angle steel is thick for four skin bricks；
Step 5：The installation of secondary joist：Secondary joist is laterally set, and is connected by adaptor two with outer layer main joist, on secondary joist
Lower interlamellar spacing is that four skin bricks are thick, and secondary joist is interval-staggered every two skin bricks with cross-brace angle steel；
Step 6：The installation of the elongated transom of arch and the oblique keel of arch：Three road arch elongated transoms are set in arch, with master
Embedded part in body structure outer is connected by adaptor three, and the elongated transom of arch is inside arch, with main body
Embedded part in structure outer is fixedly connected, and the oblique keel of oblique arch are set between ectonexine main joist and its additional keel, horizontal
Use and be welded to connect between keel and oblique keel；
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, the size of encorbelmenting for brick of encorbelmenting is less than bat,
Elongated at secondary joist in brick wall to lay one of horizontal restraint bar-mat reinforcement, horizontal restraint bar-mat reinforcement passes through tension member and secondary joist spiral shell
Tether and connect；
Step 9：Make arch loose tool：According to the setting-out size of each arch, make on the wooden loose tool of " back taper ", loose tool
Ejection builds brick at brick typesetting frame bar, arch by laying bricks or stones and is arranged as odd number block；
Step 10：Arcading brick masonry：When building by laying bricks or stones, built by laying bricks or stones according to the line of ink marker on typesetting figure and loose tool, from both sides in single span arch simultaneously
Arching building is played, every inserting stainless steel pin in the adjacent both sides brick hole of four skin bricks, is used between the oblique keel of arch and stainless steel pin
Stainless steel link is connected, and stainless steel link is welded to connect with the oblique keel of arch, and brick uses sintered perforated brick at arcading；
Step 11：Lime mortar-chalked joint：With block, with seam is drawn when building by laying bricks or stones, it is 8~10mm or so to draw a seam depth, and the depth is consistent, most
Lime mortar-chalked joint agent jointing is used afterwards；
Step 12：Waterproofing protection agent brushing：The brushing waterproofing protection agent outside curtain wall, so far, inverted cone-shaped is encorbelmented brick arcading curtain wall
System builds completion by laying bricks or stones.
Wherein, in the step 8, in the angle position of curtain wall, horizontal reinforcement constrains net by the way of cutting, bending
Set, it is ensured that its continuity.
The present invention compared with prior art, has the following technical effect that：
（1）Every four skins brick increases horizontal support angle steel, while gravity center eccentric is solved, reaches the effect of horizontal drawknot；
（2）The size of encorbelmenting of all bricks reduces the hidden danger of deviation of gravity center less than bat from lattice；
（3）Arch position is fixed using stainless steel pin joint stainless steel link, shares the perpendicular of arch horizontal thrust and deadweight
To load.
To sum up, clear water brick masonry of the present invention with agent structure exterior wall（Reinforced concrete shear wall or secondary masonry wall）Even
The keel body connect is fastened, and brick setting is combined with curtain skeleton system and its construction way, solves monolithic in inverted cone-shaped brick wall
Brick builds angle and deviation of gravity center problem, and arcading arch stress problem by laying bricks or stones, so as to ensure brick wall arcading curtain wall structure of tiltedly encorbelmenting
The safety of structure and surface smoothness of system are made, while reducing its European classic exterior wall effect.
Brief description of the drawings
By the detailed description made in conjunction with the following drawings, above-mentioned and/or other aspects of the invention and advantage will become
Become apparent from and be easier to understand, these accompanying drawings are schematical, are not intended to limit the present invention, wherein：
Fig. 1 is that inverted cone-shaped of the present invention 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 arch arcading of the present invention；
Fig. 6 is that inverted cone-shaped of the present invention is encorbelmented brick arcading Curtain Wall corner internal structure way schematic diagram.
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, the additional keel of 2.5-, 2.6- adaptors two, 2.7- adaptors three, 2.8- arch lead 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 that the present invention is described with reference to the accompanying drawings is encorbelmented brick arcading Curtain Wall and its construction party
The embodiment of method.The embodiment recorded herein is the specific embodiment of the present invention, the design for illustrating the present invention,
It is explanatory and exemplary, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except recording herein
Implementation exception, those skilled in the art can also be based on the application claims and specification disclosure of that using aobvious
And the other technical schemes being clear to, these technical schemes include any apparent using making for the embodiment to recording herein
Substitutions and modifications technical scheme.The accompanying drawing of this specification is schematic diagram, aids in illustrating the design of the present invention, schematic earth's surface
Show the shape and its correlation of each several part.It note that clearly to show each part of the embodiment of the present invention
Do not drawn between structure, each accompanying drawing according to identical ratio.Identical reference marker is used to represent identical part.Tie below
Close accompanying drawing the principle and feature of the present invention is described, the given examples are served only to explain the present invention, is not intended to limit this hair
Bright scope.
As shown in figures 1 to 6, encorbelmented brick arcading Curtain Wall the present invention relates to a kind of inverted cone-shaped, located at agent structure exterior wall 1
Outside, 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 3.3 of bottom
With 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 by laying bricks or stones to be formed from bottom to top successively
Inclination brick wall of encorbelmenting, the formation of its top section encorbelmented brick moulding column cap 3.2, and arch 3.1 is built by laying bricks or stones in brick moulding post of encorbelmenting vertically
On first 3.2, wherein, brick body uses sintered perforated brick at arch 3.1, is easy to the perforation of stainless steel pin, can use elsewhere
Sinter 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 at least include 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 vertical 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
Sloping portion and top are pressed close to encorbelment the vertical portion that brick moulding column cap 3.2 and the inner side of arch 3.1 are 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 in the part of back taper brick wall 3.3
Portion, 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 interlamellar spacing is four up and down
Skin brick is thick, and secondary joist 2.4 is interval-staggered every two skin bricks with cross-brace angle steel 2.1.
Such as Fig. 5, the elongated transom 2.8 of arch is inside arch 3.1, and the elongated transom 2.8 of arch includes parallel three
Road, using zinc-plated square steel pipe, 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
Plus the oblique keel 2.9 of oblique arch are set between keel 2.5, the oblique keel 2.9 of arch use Zinc-coated angle steel, and additional keel 2.5 are used
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 is 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 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, arch 3.1 is pressed close to 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.
Above-mentioned inverted cone-shaped is encorbelmented the construction method of brick arcading Curtain Wall, it is characterised in that comprised the following steps：
Step one：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：Internal layer main joist 2.31 it is vertical it is elongated set, using zinc-plated square steel pipe, with
Embedded part 1.1 on agent structure exterior wall 1 is welded to connect by the adaptor 1 laterally set, between internal layer main joist 2.31
Additional keel 2.5 are set 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,
The vertical portion of sloping portion and top including bottom, outer layer main joist 2.32 uses zinc-plated square steel pipe, outer layer main joist
Set additional keel 2.5 to be welded to connect between 2.32, also set additional between outer layer main joist 2.32 and internal layer main joist 2.31
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 moulding of encorbelmenting
Inside column cap 3.2, it is welded to connect with outer layer main joist 2.32 by adaptor 4 2.10, the levels of cross-brace angle steel 2.1
Spacing is that four skin bricks are thick；
Step 5：The installation of secondary joist 2.4：Secondary joist 2.4 is laterally set, and using aluminum corner brace, passes through adaptor 2 2.6 and outer layer master
Keel 2.32 are connected；Secondary joist 2.4 is connected by screw bolts with adaptor 2 2.6, between fitting 2 2.6 and fitting 2 2.6 with it is outer
Using being welded to connect between layer main joist 2.32, insulation spacer is added between unlike material, secondary joist 2.4 is in rotation angle position of encorbelmenting
Elongated to set, other cantilever parts set the independent aluminum corner brace adaptor of secondary joist 2.4, neighbouring two level only at main joist
The spacing of 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 set by the way of cutting, bending
Put, it is ensured that its continuity；
Step 6：The installation of the elongated transom 2.8 of arch and the oblique keel 2.9 of arch：Three road arch elongated horizontal dragon is set in arch
Bone 2.8, is connected using the embedded part 1.1 in zinc-plated square steel pipe, with agent structure exterior wall 1 by adaptor 3 2.7, and arch leads to
Long transom 2.8 is welded to connect, with ectonexine main joist 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 2.3 and its additional keel 2.5, the oblique keel 2.9 of arch use Zinc-coated angle steel, and arch is horizontal
Use and be welded to connect between keel 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, it is elongated at secondary joist 2.4 in brick wall
One of horizontal restraint bar-mat reinforcement 4 is laid, horizontal restraint bar-mat reinforcement 4 is by tension member 5 and the bolt connection of secondary joist 2.4, in curtain wall 3
Angle position, horizontal restraint bar-mat reinforcement 4 using cutting, bending by the way of set, it is ensured that its continuity；
Step 9：Make arch loose tool：According to the setting-out size of each arch, make on the wooden loose tool of " back taper ", loose tool
Ejection builds brick at brick typesetting frame bar, arch by laying bricks or stones and is arranged as odd number block；
Step 10：Arcading brick masonry：Brick need to use sintered perforated brick at arcading, when building by laying bricks or stones, according to the ink on typesetting figure and loose tool
Line is built by laying bricks or stones, the arching building from single span encircles interior both sides simultaneously, every inserting stainless steel pin 6 in the adjacent both sides brick hole of four skin bricks, is encircleed
Connected between the oblique keel 2.9 of certificate and stainless steel pin 6 using stainless steel link 7, stainless steel link 7 adopts weldering with the oblique keel 2.9 of arch
Connect in succession；
Step 11：Lime mortar-chalked joint：With block, with seam is drawn when building by laying bricks or stones, it is 8~10mm or so to draw a seam depth, and the depth is consistent, most
Lime mortar-chalked joint agent jointing is used afterwards；
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
System builds completion by laying bricks or stones.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (10)
- 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 is 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 a series of stainless steel link of supporting settings（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）By 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）At least include inside and outside two layers, respectively close inner side main body structure outer（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）It is vertical it is elongated set, 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）Partial interior, its vertical main joist（2.3）Laterally set Put, 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 main body Embedded part in structure outer（1.1）It is fixedly connected, the main joist with ectonexine（2.3）And its additional keel（2.5）Between set tiltedly To 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, arch is pressed close to 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 2 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）It is thick that neighbouring two layers of distance is not 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 three parallel roads, 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 is 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.
- The construction method of brick arcading Curtain Wall 9. the inverted cone-shaped described in a kind of claim 8 is encorbelmented, it is characterised in that including such as Lower step：Step one：Material prepares：Including clear water brick（8）, keel, adaptor, anticorrosive paint, the preparation of sealant material with plus Work；Step 2：Internal layer main joist（2.31）Installation：Internal layer main joist（2.31）Vertical elongated setting, with agent structure exterior wall （1）On embedded part（1.1）Pass through the adaptor one laterally set（2.2）It is welded to connect, internal layer main joist（2.31）Between set Additional keel（2.5）It is welded to connect；Step 3：Outer layer main joist（2.32）Installation：Outer layer main joist（2.32）Press close to curtain wall（3）Set, including bottom Sloping portion and the vertical portion at top, outer layer main joist（2.32）Between additional keel are set（2.5）It is welded to connect, outer layer master Keel（2.32）With internal layer main joist（2.31）Between additional keel are also set（2.5）It is welded to connect, so far, ectonexine keel girder Frame system installation；Step 4：Cross-brace angle steel（2.1）Installation：Cross-brace angle steel（2.1）Located at back taper brick wall（3.3）With encorbelment Brick moulding column cap（3.2）Inside, with outer layer main joist（2.32）Pass through adaptor four（2.10）It is welded to connect, cross-brace angle steel （2.1）Interlamellar spacing up and down it is thick for four skin bricks；Step 5：Secondary joist（2.4）Installation：Secondary joist（2.4）Laterally set, pass through adaptor two（2.6）With the main dragon of outer layer Bone（2.32）Connection, secondary joist（2.4）Interlamellar spacing up and down it is thick for four skin bricks；Step 6：The elongated transom of arch（2.8）And the oblique keel of arch（2.9）Installation：Set three road arch elongated in arch Transom（2.8）, with agent structure exterior wall（1）Interior embedded part（1.1）Pass through adaptor three（2.7）It is connected, the arch Elongated transom（2.8）Located at arch（3.1）Embedded part outside inside, with agent structure within the walls（1.1）It is welded to connect, with ectonexine Main joist（2.3）And its additional keel（2.5）Between set the oblique keel of oblique arch（2.9）；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 in cross-brace angle steel（2.1）On, the size of encorbelmenting for brick of encorbelmenting is less than In secondary joist in bat, brick wall（2.4）One of horizontal restraint bar-mat reinforcement of the elongated laying in place（4）, horizontal restraint bar-mat reinforcement（4）Pass through Tension member（5）With secondary joist（2.4）Bolt connection；Step 9：Make arch loose tool：According to the setting-out size of each arch, make on the wooden loose tool of " back taper ", loose tool Ejection builds brick at brick typesetting frame bar, arch by laying bricks or stones and is arranged as odd number block；Step 10：Arcading brick masonry：Build by laying bricks or stones, built from both sides arch camber simultaneously in single span arch according to the line of ink marker on typesetting figure and loose tool Build, every insertion stainless steel pin in the adjacent both sides brick hole of four skin bricks（6）, the oblique keel of arch（2.9）With stainless steel pin（6）Between Using stainless steel link（7）Connection, stainless steel link（7）With the oblique keel of arch（2.9）It is welded to connect, brick is using sintering at arcading Porous brick；Step 11：Lime mortar-chalked joint：With block, with seam is drawn when building by laying bricks or stones, it is 8~10mm or so to draw a seam depth, and the depth is consistent, most Lime mortar-chalked joint agent jointing is used afterwards；Step 12：Waterproofing protection agent brushing：In curtain wall（3）Outer brushing waterproofing protection agent, so far, inverted cone-shaped is encorbelmented brick arcading curtain Wall system builds completion by laying bricks or stones.
- The construction method of brick arcading Curtain Wall 10. inverted cone-shaped according to claim 9 is encorbelmented, it is characterised in that：It is described In step 8, in curtain wall（3）Angle position, horizontal restraint bar-mat reinforcement（4）Set by the way of cutting, bending, it is ensured that its Continuity.
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