CN108612235A - The construction method of complicated high relief plastic arts stone curtain wall - Google Patents
The construction method of complicated high relief plastic arts stone curtain wall Download PDFInfo
- Publication number
- CN108612235A CN108612235A CN201810357913.7A CN201810357913A CN108612235A CN 108612235 A CN108612235 A CN 108612235A CN 201810357913 A CN201810357913 A CN 201810357913A CN 108612235 A CN108612235 A CN 108612235A
- Authority
- CN
- China
- Prior art keywords
- curtain wall
- stone curtain
- stone
- high relief
- column
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- 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
-
- 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
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The present invention relates to a kind of construction methods of complicated high relief plastic arts stone curtain wall, include the following steps：Design shape according to stone curtain wall installs main backstop body, column in the main backstop body is shored and is installed between ground and the floor of building structure, and the connection structure that the end of the column is rotatably adjusted by one is installed on the floor of ground and building structure；In installation on the main backstop body for the secondary support of hook stone curtain wall, and the shape adaptation on the surface connected with stone curtain wall on the secondary support is in the shape of the inner surface of corresponding stone curtain wall；Stone curtain wall is hooked on corresponding secondary support, and by the gap sealing of two adjacent stone curtain walls, so as to complete the construction of stone curtain wall.Moment of flexure can be adjusted by connection structure, avoids generating destruction to building structure.
Description
Technical field
The present invention relates to the construction fields of decorating structure, refer in particular to a kind of construction of complicated high relief plastic arts stone curtain wall
Method.
Background technology
In recent years, with the rapid development of economy, construction industry development is rapid, it is various be skillfully constructed, be novel in design, implied meaning it is deep
The building at quarter increases therewith.As the Buddhism tourism building of culture carrier, more pay attention to the cultural connotation of prominent building and special
Design effect, to show its artistic expression.
It is required for matching art, the decoration of the alien invasion of building structure need to carry high relief art pattern, existing stone material
Curtain face of wall can design embossment, so high relief art stone curtain wall can be used as external decoration.Existing stone curtain wall
Typically fixed install by horizontal, vertical keel, such mounting means is suitable for the stone curtain wall of plane, for tool
Have for the high relief art stone curtain wall of more curved surfaces, can not be installed using existing transverse and longitudinal keel.The high relief art stone
Material curtain wall has exquisite pattern, and complex manufacturing technology, the weight weight of monolithic, engraving and splicing required precision are high, installation difficulty
Greatly.Therefore, there is an urgent need for a kind of construction methods of high relief plastic arts stone curtain wall, to solve the construction of high relief plastic arts.
Invention content
It is an object of the invention to overcome the deficiencies of existing technologies, a kind of complicated high relief plastic arts stone curtain wall is provided
Construction method, the installation of high relief plastic arts curtain wall, curtain wall can not be suitable for by solving existing transverse and longitudinal keel mounting method
In weight, engraving and splicing required precision is high and installation difficulty is big etc. problem.
Realizing the technical solution of above-mentioned purpose is：
The present invention provides a kind of construction methods of complicated high relief plastic arts stone curtain wall, include the following steps：
Design shape according to stone curtain wall installs main backstop body, and the column in the main backstop body is shored installation
It is installed between ground and the floor of building structure, and by the connection structure that the end of the column is rotatably adjusted by one
On the floor of ground and building structure；
In on the main backstop body installation for hook stone curtain wall secondary support, and on the secondary support with stone curtain wall
The shape adaptation on the surface of connection is in the shape of the inner surface of corresponding stone curtain wall；
Stone curtain wall is hooked on corresponding secondary support, and by the gap sealing of two adjacent stone curtain walls, thus
Complete the construction of stone curtain wall.
The construction method of the present invention is using branch of the main backstop body as stone curtain wall being supported between ground and floor
Support structure provides stable support for stone curtain wall, which passes to ground and building structure by stress, due to stone
Material curtain wall is complicated high relief plastic arts curtain wall, and the curved surface variation of surface relief is various, so that the stone curtain wall pair
Main backstop body generates the active force of all directions, then has the weight of stone curtain wall larger, to which main backstop cognition generation is curved
Square and to building structure generate destruction, present invention employs the connection structures rotatably adjusted to connect column and ground and building
Structure can adjust moment of flexure by the connection structure rotatably adjusted, avoid generating destruction to building structure, be risen to building structure
To preferable protective effect.The stone curtain wall construction that the present invention is weight weight, required precision and installation difficulty are big provides one
Kind construction method.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, the connection is tied
Structure includes the first bi-lug plate and the second bi-lug plate；
When installing the column, on the ground and the floor at corresponding position be fixedly mounted it is described first pair
Otic placode；
Second bi-lug plate is fixed on to the both ends of the column；
By second bi-lug plate and the corresponding first bi-lug plate make-up, and by run through second bi-lug plate and
One shaft of first bi-lug plate connects second bi-lug plate and first bi-lug plate, to complete the peace of the column
Dress.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, the building is tied
Structure is equipped with the drainage channel structure for convexedly stretching in outside；
When installing the main backstop body, a suspension scaffold is connected in the top of the column, the suspension scaffold is set to
The bottom of the drainage channel structure and end of the suspension scaffold protrudes out the drainage channel structure；
It is positioned at the support frame on the outside of the drainage channel structure in the end of the suspension scaffold, the support frame
Elevation of top is higher than the elevation of top of the drainage channel structure.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, further include：In
One first rotating tension bar is installed at the top of the support frame, and the first rotating tension bar drawknot is fixed on the rhone knot
On structure in the structural beams of the floor.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, in installation stone material
When curtain wall, one bracket is installed in the end of the suspension scaffold, the stone curtain wall for being installed at the support frame is placed in pair
On the bracket answered, pass through the corresponding stone curtain wall of the bracket support.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, further include：In
Support connection diagonal brace steelframe between the suspension scaffold and the column, one end of the diagonal brace steelframe and the column are fixed and connected
It connects, the other end is fixedly connected with the bottom of the suspension scaffold.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, in the main branch
Secondary support for hooking stone curtain wall is installed on support body, including：
In pedestal keel of the bottom of the main backstop body installation for hook as the stone curtain wall of pedestal；
It is connected with sealing plate in the surface covering being connect with stone curtain wall on the pedestal keel, passes through sealing plate connection pair
The stone curtain wall answered, so that the stone curtain wall can be uniformly distributed in the pedestal dragon to the active force of the pedestal keel
On bone.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, the main support
Frame body further includes the cross bar that drawknot connects the column；
In being fixedly connected with one second rotating tension bar on the cross bar positioned at top, the second rotating tension bar drawknot is fixed on
On the Vierendeel girder of building structure.
The construction method of complexity high relief plastic arts stone curtain wall of the invention further improvement lies in that, further include：
Design drawing according to stone curtain wall carries out three-dimensional modeling and forms high relief art stone curtain wall model；
The high relief art stone curtain wall model is split to form multiple block models；
Stone curtain wall is made according to the block model.
Description of the drawings
Fig. 1 be the complicated high relief plastic arts stone curtain wall of the present invention construction method in main backstop body structural representation
Figure.
Fig. 2 be the complicated high relief plastic arts stone curtain wall of the present invention construction method in main backstop body, suspension scaffold with
And the side view of support frame.
Fig. 3 be the complicated high relief plastic arts stone curtain wall of the present invention construction method in connection structure schematic diagram.
Fig. 4 is main backstop body and a secondary support in the construction method of the complicated high relief plastic arts stone curtain wall of the present invention
Structural schematic diagram.
Fig. 5 is stone material curtain of the installation as pedestal in the construction method of the complicated high relief plastic arts stone curtain wall of the present invention
The structural schematic diagram of wall.
Fig. 6 be the complicated high relief plastic arts stone curtain wall of the present invention construction method in the stone curtain wall as pedestal
The structural schematic diagram of another stone curtain wall is installed before.
Fig. 7 installs the stone at support frame in the construction method for the complicated high relief plastic arts stone curtain wall of the present invention
The test chart of material curtain wall.
Fig. 8 makes for the embossment on stone curtain wall surface in the construction method of the complicated high relief plastic arts stone curtain wall of the present invention
The structural schematic diagram of one preferred embodiment of type.
Fig. 9 corresponds to moulding shown in Fig. 8 in the construction method for the complicated high relief plastic arts stone curtain wall of the present invention and builds
The structural schematic diagram of vertical three-dimensional high relief art stone curtain wall model.
Specific implementation mode
The invention will be further described in the following with reference to the drawings and specific embodiments.
Refering to fig. 1, the present invention provides the construction methods of complicated high relief plastic arts stone curtain wall, high floating for solving
The monolithic weight weight of the artistic stone curtain wall of carving splices and carves the problem that required precision is high and installation difficulty is big, is high relief skill
Art stone curtain wall provides a kind of construction method of practicable.The relief shape on stone curtain wall surface is designing needed for embodying
Theory, and it is multi-face structure, to increase the installation difficulty of stone curtain wall, the present invention uses and stone curtain wall inner surface shape
The compatible steel frame of shape carrys out supported stone curtain wall, and steel frame is firmly connect with building structure, can be stone material curtain
Wall provides stable support, is connected by connection structure between the column and building structure in steel frame, which is
The structure rotatably adjusted can discharge the moment of flexure that column is subject to by stone curtain wall, avoid the destruction to building structure.Under
Face illustrates the construction method of complicated high relief plastic arts stone curtain wall of the invention in conjunction with attached drawing.
Refering to fig. 1, it is shown that main backstop body in the construction method of present invention complexity high relief plastic arts stone curtain wall
Structural schematic diagram.Referring to Fig.2, showing main support in the construction method of high relief plastic arts stone curtain wall of the invention complicated
The side view of frame body, suspension scaffold and support frame.With reference to Fig. 1 and Fig. 2, to complicated high relief plastic arts stone of the invention
The construction method of material curtain wall illustrates.
As depicted in figs. 1 and 2, the construction method of complicated high relief plastic arts stone curtain wall of the invention, including it is as follows
Step：
According to the design shape installation main backstop body 21 of stone curtain wall, the column 211 in main backstop body 21 is shored
It is installed between ground 10 and the floor 111 of building structure 11, and the connection that the end of column 211 is rotatably adjusted by one
Structure is installed on the floor 111 of ground 10 and building structure 11；
In installation on main backstop body 21 for hooking the secondary support 22 of stone curtain wall, and connect with stone curtain wall on secondary support 22
The shape adaptation on the surface connect is in the shape of the inner surface of corresponding stone curtain wall；
Stone curtain wall is hooked on corresponding secondary support 22, and by the gap sealing of two adjacent stone curtain walls, from
And complete the construction of stone curtain wall.
Support construction of the main backstop body of the present invention as stone curtain wall, stable support is provided for stone curtain wall, should
Stress is passed to ground and building structure by main backstop body, since stone curtain wall is complicated high relief plastic arts curtain wall,
The curved surface variation of surface relief is various, so that the stone curtain wall generates main backstop body the active force of all directions, then
There is the weight of stone curtain wall larger, generates moment of flexure to building structure generation destruction to which main backstop is known from experience, the present invention uses
The connection structure of rotatable adjusting connects column and ground and building structure, by the connection structure rotatably adjusted can
Moment of flexure is adjusted, avoids generating destruction to building structure, preferable protective effect is played to building structure.
As the better embodiment of the present invention, as shown in figure 3, connection structure 23 includes the first bi-lug plate 231 and the
Two bi-lug plates 232；
In conjunction with shown in Fig. 2, when installing column 211, in the is fixedly mounted on ground 10 and floor 111 at corresponding position
One bi-lug plate 231；
Second bi-lug plate 232 is fixed on to the both ends of column 211；
By the second bi-lug plate 232 and corresponding first bi-lug plate, 231 make-up, and by running through the second bi-lug plate 232 and
One shaft 233 of one bi-lug plate 231 connects the second bi-lug plate 232 and the first bi-lug plate 231, to complete the installation of column 211.
Wherein, there are certain spacing between two otic placodes in the first bi-lug plate 231 and the second bi-lug plate 232,
When one bi-lug plate 231 and the second 232 make-up of bi-lug plate, two otic placodes of the second bi-lug plate 231 are inserted into the first bi-lug plate 231
Between two otic placodes, and the connecting hole alignment opened up on four otic placodes, it then passes through shaft 233 and is achieved that the first bi-lug plate
231 and second bi-lug plate 232 connection.At the both ends of shaft 233, setting closed plate is to which limit is in the first bi-lug plate 231.
Since the second bi-lug plate 232 is arranged between two otic placodes of the first bi-lug plate 231, which hangs down by non-
Histogram to active force when, slight rotation can be carried out around shaft 233 and is adjusted so that by connection structure 23 to building structure
11 and ground 10 apply the active force of vertical direction, avoid moment of flexure on main backstop body 21 to building structure 11 and ground 10
It destroys.
When installing main backstop body 21, column 211 is first installed, column 211 is supported at construction location, and pass through company
Binding structure 23 fixes.Bed course has been poured on ground 10, pre-buried company at the installation position of column 211 is corresponded to when pouring the bed course
First bi-lug plate 231 is fixed on ground 10 by fishplate bar by pre-buried connecting plate.Similarly, in construction building structure 11,
In the pre-buried connecting plate for connecting the first bi-lug plate 231 at corresponding position on floor 111, by connecting plate by the first bi-lug plate
231 are fixed on floor.In practice of construction, if the position of column needs to adjust or other deviations cause because of actual conditions
Pre-buried connecting plate positional fault when, but this fixes the first otic placode 231 using postposition buried plate, postposition buried plate, which passes through, connects spiral shell
Bolt is fixed in the bed course on ground 10 or is fixed on floor 111.Ground 10 is fixed on by connection structure 23 in column 211
After between floor 111, the top of column 211 is connected using 212 drawknot of cross bar, and multiple columns 211 are connected integral, shape
Integral force structure.It is fixedly connected with brace 213 between two adjacent columns 211, is further increased by brace 213
The globality of column 211 improves the structural strength of main backstop body 21, strong support can be provided for stone curtain wall.
As shown in Fig. 2, being located in the cross bar 212 of drawknot connection column on main backstop body 21 solid on the cross bar 212 at top
Surely one second rotating tension bar 24 is connected, which is rotatably fixed on cross bar 212, and along cross bar 212
The setting of direction interval, which is fixed on the Vierendeel girder 112 of building structure 11, passes through the second rotation
212 drawknot of cross bar is fixed on the Vierendeel girder 112 of building structure 11 by pull rod 24, improves the stability of main backstop body 21, and main
The stress of supporting frame 21 can effectively pass to Vierendeel girder 112, improve whole force stability.
As another better embodiment of the present invention, as shown in Fig. 2, building structure 11 is equipped with the draining for convexedly stretching in outside
Slot structure 113, the drainage channel structure 113 are located at the end of the floor 111 of building structure 11；
When installing main backstop body 21, a suspension scaffold 25 is connected in the top of column 211, suspension scaffold 25 is set to draining
The bottom of the slot structure 113 and end of suspension scaffold 25 protrudes out drainage channel structure 113；
It is positioned at the support frame 26 in 113 outside of drainage channel structure, the top of support frame 26 in the end of suspension scaffold 25
Portion's absolute altitude is higher than the elevation of top of drainage channel structure 113.
The drainage channel structure 113 in building structure 11 is coated by the way that suspension scaffold 25 and support frame 26 is arranged, and is passed through
Suspension scaffold 25 and support frame 26 install corresponding stone curtain wall.
Further, one first rotating tension bar 27 is installed at the top of support frame 26, which is drawn
Knot is fixed on drainage channel structure 113 in the structural beams 1131 of floor.Utilize 27 drawknot support frame of the first rotating tension bar
26 top and drainage channel structure 113, first rotating tension bar 27 are arranged in downwardly-inclined direction, improve support frame 26
Structural stability.Preferably, first rotating tension bar 27 is fixed on the top of support frame 26 by connection structure 23, by
One bi-lug plate is fixed on support frame 26, and the second bi-lug plate is fixed on the first rotating tension bar of work 27, recycles shaft will
First bi-lug plate connects fastening with the second bi-lug plate so that the first rotating tension bar 27 is rotatably adjusted, to mounted support
After the installation accuracy of skeleton 26 regulates, then the first rotating tension bar 27 is fixed on drainage channel structure 113.
Still further, further including：The support connection diagonal brace steelframe 28 between suspension scaffold 25 and column 211, by diagonal brace steel
One end of frame 28 is fixedly connected with column 211, and the other end is fixedly connected with the bottom of suspension scaffold 25, and diagonal brace reinforcing bar 28 is connected to
End far from column 211 on suspension scaffold 25 is that suspension scaffold 25 provides support by diagonal brace reinforcing bar 28, provides suspension scaffold
25 structural stability.
Further, when installing stone curtain wall, one bracket is installed in the end of suspension scaffold 25, support will be mounted on
Stone curtain wall at skeleton 26 is placed on corresponding bracket, passes through the corresponding stone curtain wall of bracket support.
As the another better embodiment of the present invention, propped up in installation on main backstop body 21 for hooking the secondary of stone curtain wall
Frame 22, including：
In pedestal keel 221 of the bottom of main backstop body 21 installation for hook as the stone curtain wall of pedestal；
It is connected with sealing plate in the surface covering being connect with stone curtain wall on pedestal keel 221, is connected by sealing plate corresponding
Stone curtain wall, so that stone curtain wall can be uniformly distributed on pedestal keel the active force of pedestal keel.In conjunction with Fig. 5 institutes
Show, the stone curtain wall 31 as pedestal is mounted on pedestal keel 221, and the back side of stone curtain wall 31 is provided with back of the body bolt, passes through the back of the body
Bolt is fixed on pedestal keel 221.
Then as shown in fig. 6, after being installed as the stone curtain wall 31 of pedestal, sequentially splice the stone as wall surface upwards
Material curtain wall 31 checks the installation site of stone curtain wall, it is ensured that the installation of each piece of stone curtain wall 31 in time during installation
Accurately in place.In conjunction with shown in Fig. 7, it is the stone material block with the stone figure of buddha to hang stone curtain wall 31 in the outside of support frame 26,
The back of the stone material block of the stone figure of buddha is connect by back of the body bolt with support frame 26, and bottom is placed on the bracket on suspension scaffold 25, if
The double force structures of meter, strong support is provided for the stone material block of the stone figure of buddha.
As another better embodiment of the present invention, further include：
As shown in Figure 8 and Figure 9, it carries out three-dimensional modeling according to the design drawing of stone curtain wall 31 and forms high relief art stone material
Curtain wall model 32；
High relief art stone curtain wall model 32 is split to form multiple block models；
Stone curtain wall is made according to block model.
Preferably, according to artistic curtain wall curved surface characteristic, designed using (Rhino) rhinoceros software three-dimensional digitalization model, it is right
The technologies such as model cutting, simulation installation, determine high relief component, piecemeal, size, connection, erection sequence etc..To high relief skill
When art stone curtain wall model 32 is split, cut-off rule is arranged more hidden or unknown in the moulding on stone curtain wall 31
Aobvious position avoids the abutment joint in later stage from influencing the handsome in appearance of stone curtain wall surface.
It, should for a relief shape in the palaces the Fo Ding project of Nanjing Fam. Bucephalidae Cultural Tourist Area in example shown in Fig. 8
The picture on surface of high relief plastic arts stone curtain wall includes that flying apsaras bodhi door, moire comply with one's wishes column and inscriptions on precipices, below with
The construction embodiment illustrates the work progress of the construction method of the present invention.
In construction precise stage, drawing Deepen Design is carried out according to design idea, after three-dimensional modeling, carries out high relief art
Stone curtain wall in-depth modeling and processing plate Optimized Segmentation, generate component manuscript, to the material of over-the-counter processing and purchase and order,
Component processing is ordered goods.Size is checked according to design drawing, after actual elevation, axis review, carries out plane positioning and space bit
Set determination.Establishment processing, making, mount scheme simultaneously tell somebody what one's real intentions are to operating personnel.
Then measure unwrapping wire, be accurately positioned using total station survey orientation, ground mark in length and breadth axis with
And intersect point and absolute altitude.To improve construction efficiency, ensure smooth construction, using 1:1 simulation test carries out repeated measurement,
Making, mounting process are examined, determines component installation number and operating process.1:When 1 making stone carving sample, using Giallo Cecilia stone
Material is carved, and is completed in conjunction with artificial engraving using number control automatic milling machine machine.By finite element software to each work of curtain skeleton
Stability under condition is analyzed, and keel design is completed.Using BIM technology, the three-dimensional of steelframe is converted by intercepting, making keel
Surface model is split keel model, extracts data, realizes the accurate processing of keel steelframe.
Live typesetting figure is formed by in-site measurement, structure and measured deviation are evaded according to live typesetting figure product by factory.
By adjusting installation deviation at panel support point when plate is installed, solve the problems, such as that high relief installation accuracy is high.
According to three-dimensional simulation installation diagram, component number and the guidance installation of erection sequence digital model, stone carving pattern is made to connect
It passes through that complete, splicing is intact, reaches high-quality artistic effect, ensure the consistency of entity installation and design.
The cladding connection of back bolt type is connect with skeleton by stone material dry suspending on skeleton by aluminium alloy pendant, and welding capacity is few, subtracts
It is few to be deformed caused by welding, technique for grinding, it is ensured that molding effect.
In construction, steel frame, including main backstop body 21, secondary support 22, suspension scaffold 25, support frame 26 are first installed
And diagonal brace steelframe 28.During building structure construction, pre-buried galvanizing iron plate；Set up crosshead；The outer catenary of setting：Root
According to ground unwrapping wire benchmark point, steel wire is set on the crosshead of respective heights and hangs down money to control point.Wire perpendicular positioning
Afterwards, it is arranged with triangular steel in ground location and is fixed, welds arrangement protecting frame with ironware when necessary.Correct horizontal position：With level
Instrument draws the horizontal point of label on the body construction, is identified on the brandreth of ground control point position, the position of each door opening
The two pairs of pedestal bottom absolute altitudes in setting left and right carry out relatively pair when to install or bracing wire correction are to absolute altitude.
The first bi-lug plate is fixed on pre-buried iron plate, the first bi-lug plate is arranged perpendicular to iron plate, Double-side rounding full weld
Three-level welds standard.When connecting column, after shaft passes through the first bi-lug plate and the second bi-lug plate, at the both ends of shaft with rectangular iron plate
Otic placode is welded on to be closed.When column is installed, the error of perpendicularity of column is controlled in ± 2mm.Column top cross bar drawknot
Connection, cross bar recycle the connection structure of otic placode, shaft to be connect with building structure, and column and cross bar play the fixed work of drawknot
With.
After installation is complete in steel frame, secondary support, the shape of the planform of secondary support and corresponding stone curtain wall are installed
Formula matches, it is ensured that position is accurate when installation.
Before stone curtain wall installation, notch cutting and the back of the body bolt hole operation of installation component are carried out, according to hooking part on drawing
Size draw cutting line in back face of stone side in conjunction with the specific size of live stone material, carry out installation component notch cut with
And back of the body bolt hole operation.It is positioned at the high base with decorated mouldings of bottom first.High base with decorated mouldings, is benchmark position, high base with decorated mouldings orientation it is correct with
It is no to decide that entire top stone material smoothly be installed.Detailed inspection orientation before installation stone material finds that steelframe has deviation, with pair
Keel and the adjustment of hooking part.
The installation of inner prop stone material includes door inner wall frame, interior cloud column, carving wall cloud plate, plane liner plate, the peace for carving coping
Dress.Interior doorframe is combined by the segmentation of arc stone material, and when installation need to ensure that radian continuity, each single hop stone material installation must lead to
Point Measurement is crossed to complete.Two ends of stone material use double hook parts of top bifurcated, centre to be consolidated using one to two single pendant
It is fixed.
Outstanding pillar is moulding most evagination fulcrum outside, is entire outer outstanding position supporting-point.From first piece of oblique stone material installation,
Vertical line check and correction, two end hooking part of stone material are carried out with land mark number, middle section back of the body bolt is arranged in strict accordance with design requirement.Cloud column
Ensure the continuity of line after junction installation.
Door opening flies to the sky, and moulding engraving image is abundant, and lines are numerous, and adjacent contact gradient is very big, the splicing of intermediate stone material
Only 25 ° of inclination angle minimum.Flying to the sky, moulding single-block area is big, and weight is big, and when installation is lifted by crane with electric block, the contraposition of facing stone material
Interface will be accomplished to fit together perfectly, and engraving lines will ensure continuity after installation and beauty.
Arc panel on the inside of door opening is two parts, and door opening is lateral cambered surface perpendicular to above ground portion, and the lower edge that flies to the sky is to interior
The plank of the peripheral edge portion of side arc panel is double dimension faces arc panel, installs the extremely difficult grasp of point, must be by vertical catenary, upright bar scale
It chooses size " Trinity " with outer and pinpoints position really, each point must carry out before and after the installation of stone material from these three directions
Measure control.
Sitting Buddha's stone image on outer cloud column top is the maximum monomer stone material of weight in entire door opening stone material.Mounted on special design
On steelframe, stone image two special vertical 12# channel steels of setting behind, channel steel is fixed on the stone image back side with stainless steel bolt, channel steel by
Supporting steel frame is connected on outer outstanding keel.Stone image lifting uses autocrane, is exclusively used in filling in stone image lateral layout hole position in advance
It is used when hanging.All door opening stone image absolute altitudes are consistent, and stone image direction is corrected when installing in place, ensure stone image towards perpendicular to water
On flat axis.
It is diamond shape engraving plate to carve plank and choosing platform outside on stone material door opening, below platform, is double on platform
Layer lotus petal carves stone material.Each outer platform of choosing corresponds to following door opening into the shape that cornices, and platform top is then the lotus in lower edge folding
Petal moulding stone material, the leaning angle formed between the lotus petal lower part peace deck plate of infolding, when installation, will prevent because installing not
Big gap is generated in place.The connection of the upper and lower end face of carved board using stainless steel single button, it is lower between connector then adopt
With the stainless steel adapting piece of double buckle-shaped formulas.Successively carry out installing simultaneously real time correction levelness and verticality.
Stone material front bear down on one as the closing in of cluster shape engraving plate, top coping is bush-hammered face flat-plate stone.Facade is higher than
Flume section is carried on the back with aluminium sheet and is sealed, and corner brace screw is installed on the square tube steelframe on the stone material steelframe of attachment, is completely beaten between plate stitch weather-proof
Glue is sealed.
After the installation of stone material blockette, through self-test qualification gluing.It is reserved with transverse joint between liner plate stone material, is beaten after installing weather-proof
Glue seals.The sponge stick filling for first filling in respective diameters before gluing between plate stitch, after preventing the glue surface let out in glue receipts dry
Recess.The angle of landing slab and high-order riser above beats weather-resistant glue waterproof sealing.Glue-line keeps same width.
After stone material installs, carefully check surface blemish, to be repaired in time if any breakage, visible alteration at surface
The engraving technology worker of out-of-flatness sole duty is come live, and marginal ray inspection side polishes flat smoothly, and engraving stone material pays attention to putting down for lines
Slow docking, then to dig out bush-hammered face consistent with the fusion of periphery stone material surface.The scattered glue and stains of stone surface will be cleaned out, clearly
Stone surface is not injured when reason, is handled using wire brush and water punching, and the trace of paint marker pen etc is clear using chemical medicinal liquid
It is rinsed well after washing.Scaffold is removed after the completion of cleaning.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (9)
1. a kind of construction method of complexity high relief plastic arts stone curtain wall, which is characterized in that include the following steps：
Design shape according to stone curtain wall installs main backstop body, and the column in the main backstop body is shored and is installed on ground
Between face and the floor of building structure, and the connection structure that the end of the column is rotatably adjusted by one is installed on ground
On the floor of building structure；
In installation on the main backstop body for hooking the secondary support of stone curtain wall, and it is connect with stone curtain wall on the secondary support
Surface shape adaptation in corresponding stone curtain wall inner surface shape；
Stone curtain wall is hooked on corresponding secondary support, and by the gap sealing of two adjacent stone curtain walls, to complete
The construction of stone curtain wall.
2. the construction method of complexity high relief plastic arts stone curtain wall as described in claim 1, which is characterized in that the company
Binding structure includes the first bi-lug plate and the second bi-lug plate；
When installing the column, in first ears are fixedly mounted on the ground and the floor at corresponding position
Plate；
Second bi-lug plate is fixed on to the both ends of the column；
By second bi-lug plate and the corresponding first bi-lug plate make-up, and by running through second bi-lug plate and described
One shaft of the first bi-lug plate connects second bi-lug plate and first bi-lug plate, to complete the installation of the column.
3. the construction method of complexity high relief plastic arts stone curtain wall as described in claim 1, which is characterized in that described to build
Building structure is equipped with the drainage channel structure for convexedly stretching in outside；
When installing the main backstop body, a suspension scaffold is connected in the top of the column, the suspension scaffold is set to described
The bottom of the drainage channel structure and end of the suspension scaffold protrudes out the drainage channel structure；
It is positioned at the support frame on the outside of the drainage channel structure, the top of the support frame in the end of the suspension scaffold
Absolute altitude is higher than the elevation of top of the drainage channel structure.
4. the construction method of complexity high relief plastic arts stone curtain wall as claimed in claim 3, which is characterized in that also wrap
It includes：One first rotating tension bar is installed in the top of the support frame, the first rotating tension bar drawknot is fixed on the row
On sink structure in the structural beams of the floor.
5. the construction method of complexity high relief plastic arts stone curtain wall as claimed in claim 3, which is characterized in that installing
When stone curtain wall, one bracket is installed in the end of the suspension scaffold, the stone curtain wall being installed at the support frame is set
In on corresponding bracket, pass through the corresponding stone curtain wall of the bracket support.
6. the construction method of complexity high relief plastic arts stone curtain wall as claimed in claim 3, which is characterized in that also wrap
It includes：The support connection diagonal brace steelframe between the suspension scaffold and the column, by one end of the diagonal brace steelframe and the column
It is fixedly connected, the other end is fixedly connected with the bottom of the suspension scaffold.
7. the construction method of complexity high relief plastic arts stone curtain wall as described in claim 1, which is characterized in that in described
Secondary support for hooking stone curtain wall is installed on main backstop body, including：
In pedestal keel of the bottom of the main backstop body installation for hook as the stone curtain wall of pedestal；
It is connected with sealing plate in the surface covering being connect with stone curtain wall on the pedestal keel, is connected by the sealing plate corresponding
Stone curtain wall, so that the stone curtain wall can be uniformly distributed in the pedestal keel to the active force of the pedestal keel
On.
8. the construction method of complexity high relief plastic arts stone curtain wall as described in claim 1, which is characterized in that the master
Supporting frame further includes the cross bar that drawknot connects the column；
In being fixedly connected with one second rotating tension bar on the cross bar positioned at top, the second rotating tension bar drawknot is fixed on building
On the Vierendeel girder of structure.
9. the construction method of complexity high relief plastic arts stone curtain wall as described in claim 1, which is characterized in that also wrap
It includes：
Design drawing according to stone curtain wall carries out three-dimensional modeling and forms high relief art stone curtain wall model；
The high relief art stone curtain wall model is split to form multiple block models；
Stone curtain wall is made according to the block model.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810357913.7A CN108612235B (en) | 2018-04-20 | 2018-04-20 | Construction method of complex high relief modeling art stone curtain wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810357913.7A CN108612235B (en) | 2018-04-20 | 2018-04-20 | Construction method of complex high relief modeling art stone curtain wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108612235A true CN108612235A (en) | 2018-10-02 |
| CN108612235B CN108612235B (en) | 2021-04-06 |
Family
ID=63660382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810357913.7A Active CN108612235B (en) | 2018-04-20 | 2018-04-20 | Construction method of complex high relief modeling art stone curtain wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108612235B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109677177A (en) * | 2018-12-19 | 2019-04-26 | 杭州拙道文化创意有限公司 | Artistic stone with metal foil mounting and the method using metal foil mount art stone |
| CN112525995A (en) * | 2021-02-01 | 2021-03-19 | 山东沈潍幕墙装饰工程有限公司 | Detection device for preventing glass curtain wall from falling |
| CN113250351A (en) * | 2021-04-26 | 2021-08-13 | 浙江佰朝建筑装饰工程有限公司 | Embedded movable curtain wall connecting structure |
| CN114673285A (en) * | 2022-03-29 | 2022-06-28 | 上海市机械施工集团有限公司 | Connecting device of stone curtain wall and gap filling construction method of stone curtain wall |
| CN114790788A (en) * | 2022-05-07 | 2022-07-26 | 中建八局总承包建设有限公司 | Inclined-hanging clean water plate curtain wall and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2697274A1 (en) * | 1992-10-23 | 1994-04-29 | Clausen Knud | Wall covering with support system. |
| CN202755555U (en) * | 2012-08-10 | 2013-02-27 | 青岛德才装饰安装工程有限公司 | Stone curtain wall decoration cornice structure |
| CN202755512U (en) * | 2012-08-15 | 2013-02-27 | 青岛德才装饰安装工程有限公司 | Embossment curtain wall |
| CN203834756U (en) * | 2014-04-04 | 2014-09-17 | 中铁建设集团有限公司 | Keel support system unit used for stone curtain wall |
| CN205444951U (en) * | 2016-02-06 | 2016-08-10 | 上海建工五建集团有限公司 | A rotary joint connecting device for prefabricated component bracing |
-
2018
- 2018-04-20 CN CN201810357913.7A patent/CN108612235B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2697274A1 (en) * | 1992-10-23 | 1994-04-29 | Clausen Knud | Wall covering with support system. |
| CN202755555U (en) * | 2012-08-10 | 2013-02-27 | 青岛德才装饰安装工程有限公司 | Stone curtain wall decoration cornice structure |
| CN202755512U (en) * | 2012-08-15 | 2013-02-27 | 青岛德才装饰安装工程有限公司 | Embossment curtain wall |
| CN203834756U (en) * | 2014-04-04 | 2014-09-17 | 中铁建设集团有限公司 | Keel support system unit used for stone curtain wall |
| CN205444951U (en) * | 2016-02-06 | 2016-08-10 | 上海建工五建集团有限公司 | A rotary joint connecting device for prefabricated component bracing |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109677177A (en) * | 2018-12-19 | 2019-04-26 | 杭州拙道文化创意有限公司 | Artistic stone with metal foil mounting and the method using metal foil mount art stone |
| CN112525995A (en) * | 2021-02-01 | 2021-03-19 | 山东沈潍幕墙装饰工程有限公司 | Detection device for preventing glass curtain wall from falling |
| CN112525995B (en) * | 2021-02-01 | 2022-04-01 | 山东沈潍幕墙装饰工程有限公司 | Detection device for preventing glass curtain wall from falling |
| CN113250351A (en) * | 2021-04-26 | 2021-08-13 | 浙江佰朝建筑装饰工程有限公司 | Embedded movable curtain wall connecting structure |
| CN113250351B (en) * | 2021-04-26 | 2022-06-03 | 浙江佰朝建筑装饰工程有限公司 | Embedded movable curtain wall connecting structure |
| CN114673285A (en) * | 2022-03-29 | 2022-06-28 | 上海市机械施工集团有限公司 | Connecting device of stone curtain wall and gap filling construction method of stone curtain wall |
| CN114790788A (en) * | 2022-05-07 | 2022-07-26 | 中建八局总承包建设有限公司 | Inclined-hanging clean water plate curtain wall and construction method thereof |
| CN114790788B (en) * | 2022-05-07 | 2023-07-14 | 中建八局总承包建设有限公司 | Obliquely-hung clean water plate curtain wall and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108612235B (en) | 2021-04-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108612235A (en) | The construction method of complicated high relief plastic arts stone curtain wall | |
| CN108331216B (en) | Installation method of large carved stone curtain wall | |
| CN105401732A (en) | Assembling method of large steel structure module of nuclear power plant | |
| CN107882220A (en) | A kind of construction method of L-shaped biplane hyperbolic aluminum facade | |
| CN106956747B (en) | The accuracy control method of multi-purpose cargo ship cargo hold topside segment carrying | |
| CN110331802A (en) | A kind of construction method of polymorphic structure aluminium veneer curtain wall | |
| CN103321296A (en) | Annular double-layer truss and manufacture method thereof | |
| CN104727564A (en) | Method for installation construction of roof free-form surface single-layer latticed shell structure of super high-rise building | |
| CN105665952B (en) | The steam generator compartment of nuclear power station and the channel module packaging technology that reloads | |
| CN113833020B (en) | Construction method of large fish belly type inclined column structure in underground space | |
| CN104695333A (en) | Construction method of curved-surface arc-shaped main towers of cross-river single-cable suspension bridge | |
| CN105298124B (en) | Large span hyperboloid shadow of the trees shape ceiling structure and its construction method | |
| CN104847065B (en) | The splicing structure and method of imitative stone material aluminium sheet | |
| CN205889917U (en) | Formpiston location interfacing apparatus and fan blade mould | |
| CN112096090B (en) | Large-span space pipe truss single-point support butt joint step-by-step unloading device and construction method | |
| CN206034275U (en) | Steel anchor case | |
| CN105643207B (en) | A kind of self-elevating drilling platform derrick building technology | |
| CN110485386A (en) | A kind of lifting operation method of ultra-large type gates of segmental shape installation in flood discharging tunnel | |
| CN104878838B (en) | A liter support reinforced concrete building method of construction is changed in one kind supporting | |
| CN110552510A (en) | construction method of assembled curved surface suspended ceiling | |
| CN115637809A (en) | Assembly type construction method for indoor high and large space modeling aluminum plate ceiling of pseudo-classic building | |
| CN113653229B (en) | Curtain wall mounting structure and mounting method thereof | |
| CN106320186B (en) | A kind of skewback embedded anchor bar positioning system and construction method | |
| CN111889962B (en) | Assembly construction method for large-area multi-curve complex artistic facing | |
| CN115584816A (en) | High-precision steel inclined curved surface curtain wall system installation method based on intelligent lofting technology |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |