CN112575942A - Installation method of integrally-assembled multifunctional rigid integrated stone curtain wall - Google Patents
Installation method of integrally-assembled multifunctional rigid integrated stone curtain wall Download PDFInfo
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- CN112575942A CN112575942A CN202011424333.9A CN202011424333A CN112575942A CN 112575942 A CN112575942 A CN 112575942A CN 202011424333 A CN202011424333 A CN 202011424333A CN 112575942 A CN112575942 A CN 112575942A
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- 239000004575 stone Substances 0.000 title claims abstract description 37
- 238000009434 installation Methods 0.000 title claims abstract description 27
- 238000000034 method Methods 0.000 title claims abstract description 19
- 239000000956 alloy Substances 0.000 claims abstract description 87
- 229910045601 alloy Inorganic materials 0.000 claims abstract description 87
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 51
- 238000010276 construction Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 67
- 239000010959 steel Substances 0.000 claims description 67
- 230000003712 anti-aging effect Effects 0.000 claims description 9
- 239000011347 resin Substances 0.000 claims description 9
- 229920005989 resin Polymers 0.000 claims description 9
- 229920000049 Carbon (fiber) Polymers 0.000 claims description 8
- 239000004917 carbon fiber Substances 0.000 claims description 8
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims description 8
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 5
- 238000011900 installation process Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000007789 sealing Methods 0.000 claims description 3
- 230000006872 improvement Effects 0.000 description 6
- 238000004321 preservation Methods 0.000 description 6
- 238000009413 insulation Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000005496 tempering Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000009897 systematic effect Effects 0.000 description 1
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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
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/388—Separate connecting elements
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
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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
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Abstract
The invention provides an installation method of an integrally assembled multifunctional rigid integrated stone curtain wall, which comprises an alloy frame, a frame connecting piece, a curtain wall connecting piece and a building wall, wherein the alloy frame is connected with the building wall through the frame connecting piece and comprises a T-shaped master groove reinforcing bar profile, a T-shaped plug-in reinforcing bar profile and a butt bolt; according to the invention, the stability of the T-shaped plug-in reinforcing rib profile in the T-shaped female groove reinforcing rib profile can be improved through the plug-in grooves arranged in the T-shaped female groove reinforcing rib profile, the stability of an H-shaped alloy frame formed by combining the T-shaped plug-in reinforcing rib profile and the T-shaped female groove reinforcing rib profile can be further enhanced through fixing the knock-on bolts, the H-shaped alloy frame is higher, the H-shaped alloy frame is suitable for installing a curtain wall, the installation and the disassembly of the alloy frame can be more convenient through the frame connecting piece, and the construction period can be effectively shortened.
Description
Technical Field
The invention relates to the field of assembly type buildings, in particular to an installation method of an integrally-assembled multifunctional rigid integrated stone curtain wall.
Background
The stone curtain wall is generally composed of stone panels and supporting structures (beams, columns, steel structures, connecting pieces and the like), and does not bear the load of a main structure and is used as a building envelope structure. For stone curtain wall engineering, most of supervision personnel can say that the supervision personnel do not have professional technology, the supervision work of the curtain wall is particularly important, but the supervision work belongs to a weak link, and at present, the supervision work is difficult because of the relevant acceptance standard of domestic stone dry hanging engineering which is not systematic.
The existing stone curtain wall technology does not completely meet the requirement that the assembled building occupies 50% of a newly-built building from the state to 2025 and the policy requirement that the technological progress reaches 60%, and the problems of complex connecting structure, long construction time, difficult installation and disassembly and the like generally exist in the existing stone curtain wall construction. Therefore, the invention provides an installation method of an integrally assembled multifunctional rigid integrated stone curtain wall, and aims to overcome the defects in the prior art.
Disclosure of Invention
In order to solve the problems, the T-shaped plug-in reinforcing rib profile can be improved in stability in the T-shaped female groove reinforcing rib profile through the plug-in grooves formed in the T-shaped female groove reinforcing rib profile, an H-shaped alloy frame formed by combining the T-shaped plug-in reinforcing rib profile and the T-shaped female groove reinforcing rib profile can be further enhanced in stability through fixing of the knocking bolts, the H-shaped alloy frame is suitable for installation of a curtain wall, the installation and the disassembly of the alloy frame can be more convenient through the frame connecting piece, and the construction period can be effectively shortened.
The invention provides an integrally assembled multifunctional rigid integrated stone curtain wall, which comprises an alloy frame, a frame connecting piece, a curtain wall connecting piece and a building wall body, wherein the alloy frame is connected with the building wall body through the frame connecting piece, the alloy frame comprises a T-shaped female groove reinforcing bar profile, a T-shaped plug-in reinforcing bar profile and butt bolts, a plug-in groove is arranged inside the T-shaped female groove reinforcing bar profile, the T-shaped female groove reinforcing bar profile and the T-shaped plug-in reinforcing bar profile are connected through two groups of butt bolts, a heat insulation layer is arranged in a frame cavity of the alloy frame, the heat insulation layer is connected with the building wall body through expansion bolts, the curtain wall is arranged on the outer side of the alloy frame, the curtain wall comprises a toughened stone plate and a carbon fiber density plate, the inner side of the toughened stone plate is connected with the carbon fiber density plate through the reinforcing bolts, a curtain wall connecting piece is arranged below the alloy frame, and the curtain wall is connected with the alloy frame through the curtain wall connecting piece.
The further improvement lies in that: the frame connecting piece includes right angle sign indicating number, fixing bolt subassembly and pre-buried steel sheet, T type mother's groove stiffener section bar and T type plug-in components stiffener section bar both sides all are equipped with the right angle sign indicating number through the fixing bolt subassembly, be equipped with pre-buried steel sheet on the building wall, be equipped with mounting hole and macropore on the pre-buried steel sheet, the right angle sign indicating number passes the pre-buried steel sheet of macropore joint through barbell screw rod and bulb screw rod.
The further improvement lies in that: the curtain connecting piece is including pushing and pulling formula steel net rack, steel mesh and tensile screw, T type plug-in components strengthening rib section bar below is equipped with the pushing and pulling formula steel net rack through the mounting, be equipped with the steel mesh on the pushing and pulling formula steel net rack, the pushing and pulling formula steel net rack front end is equipped with tensile screw.
The further improvement lies in that: the curtain back is equipped with the tensile notch, tensile screw rod connection tensile notch.
The further improvement lies in that: and an anti-aging resin mortar layer is arranged at the joint of the alloy frame and the curtain wall.
An installation method of an integrally assembled multifunctional rigid integrated stone curtain wall comprises the following steps:
the method comprises the following steps: arranging an installation hole and a large hole on a pre-buried steel plate of a flexible anti-seismic connecting piece on a floor beam column of a building wall body, inserting a barbell screw into the large hole above the central line of the pre-buried steel plate, and inserting a ball screw into the large hole below the central line of the pre-buried steel plate;
step two: combining and fixing the toughened stone plate and the carbon fiber density plate through a reinforcing bolt to form a curtain wall;
step three: cutting tensile notches at the positions of the curtain wall where the tensile screws are connected, wherein the number of the tensile notches is 12-15, then embedding the tensile screws, and simultaneously welding cross-shaped notches at the bottom of pile heads of the tensile screws with steel meshes originally embedded in stone on the building wall;
step four: moving the curtain wall to an operation platform, arranging the curtain wall in sequence with the front face downward and the tensile screw connected with the back face upward, controlling a gap between the curtain wall and an original stone plate embedded in the building wall to be 0.5 cm, and butting one end of a hole of a springboard connecting piece with the tensile screw connected with the back face of the curtain wall;
step five: vertically placing the alloy frame on a joint center line between a curtain wall and an original embedded stone plate of a building wall body for alignment installation;
step six: the method comprises the following steps that a vertical angle steel bar profile is respectively installed on two sides of an alloy frame, a vertical profile web of the alloy frame and a transverse profile web of the alloy frame are connected through a square tube connecting piece, then a side plate of a curtain wall is connected through the square tube connecting piece, the web of the angle steel bar profile is guaranteed to be higher than the web of the alloy frame, and the sections of the two vertical ends of the alloy frame are sealed by the two ends of the web of the transverse angle steel bar profile;
step seven: after the sections of the two vertical ends of the alloy frame in the fifth step are sealed by the two ends of the web plate of the transverse angle steel reinforcing bar section bar, grouting is performed in the alloy frame during grouting, so that the grouting automatically flows into the construction gap of the alloy frame;
step eight: finally, injecting anti-aging resin mortar into a connecting joint of the curtain wall and the alloy frame to form an anti-aging resin mortar layer, and completely sealing and fixing the curtain wall and the alloy frame;
step nine: and arranging and binding reserved wire pipes below the steel mesh, and filling the heat-insulating fireproof material in a frame cavity of the alloy frame to form a heat-insulating layer.
The further improvement lies in that: in the first step, the number of the installation holes in the embedded steel plate is 8-12, the aperture of the installation holes is 12 cm, large holes are formed in the positions 150 cm above the center line of the embedded steel plate and 150 cm below the center line of the embedded steel plate, the aperture of each large hole is 40 cm, barbell screws are inserted into the large holes above the center line of the embedded steel plate 16, and ball head screws are inserted into the large holes below the center line of the embedded steel plate.
The further improvement lies in that: the specific installation process in the fifth step is as follows: the T-shaped plug-in reinforcing rib profile is connected with the T-shaped female groove reinforcing rib profile through two groups of butt-knocking bolts to form an H-shaped alloy frame, the H-shaped alloy frame is vertically placed on a seam center line between a curtain wall and an original embedded stone plate of a building wall body to be aligned, one end of a mounting hole is vertically arranged on the left side and the right side of the alloy frame through a springboard and is connected with a tensile screw on the curtain wall, and the other end of the mounting hole is welded with a vertical flange plate of the alloy frame.
The invention has the beneficial effects that: the installation stability of the T-shaped plug-in reinforcing bar section bar in the T-shaped master groove reinforcing bar section bar can be improved through the plug-in grooves arranged in the T-shaped master groove reinforcing bar section bar, the stability of the alloy frame can be further enhanced through fixing the knock-on bolts, meanwhile, the H-shaped alloy frame formed by combining the T-shaped plug-in reinforcing rib section and the T-shaped female groove reinforcing rib section has stronger stability and is suitable for the installation of curtain walls, the convenience of disassembly can be improved by fixing the alloy frame and the building wall body through the frame connecting piece, the assembly and the disassembly of the alloy frame are more convenient, can effectively shorten the construction period, can improve the heat preservation of the curtain wall through the heat preservation layer arranged in the frame cavity of the alloy frame, the installation convenience between curtain and the alloy frame can be improved through the curtain connecting piece, the installation process steps are few, the labor resource investment can be effectively reduced, and the stability of curtain installation is higher.
Drawings
FIG. 1 is a schematic cross-sectional view of the structure of the present invention.
FIG. 2 is a front view of the alloy frame structure of the present invention.
FIG. 3 is a schematic view of the installation of the curtain wall attachment of the present invention.
Fig. 4 is a schematic structural view of an embedded steel plate according to the present invention.
Wherein: the building wall comprises 1-an alloy frame, 2-a frame connecting piece, 3-a curtain wall, 4-a curtain wall connecting piece, 5-a building wall, 6-T type female groove reinforcing rib type, 7-T type plug-in reinforcing rib section bar, 8-knocking bolt, 9-a plug-in groove, 10-a heat insulation layer, 11-a toughened stone plate, 12-a carbon fiber density plate, 13-a reinforcing bolt, 14-a right angle corner brace, 15-a fixed bolt group, 16-a pre-embedded steel plate, 17-a push-pull type steel net rack, 18-a steel mesh, 19-a tensile screw, 20-a tensile notch, 21-an anti-aging resin daub layer, 22-an installation hole, 23-a large hole, 24-a barbell screw and 25-a ball head screw.
Detailed Description
In order to make the technical means, objectives and functions of the invention easy to understand, the invention will be further described with reference to the following embodiments.
Example one
An installation method of an integrally assembled multifunctional rigid integrated stone curtain wall comprises the following steps:
the method comprises the following steps: mounting holes 22 and large holes 23 are formed in an embedded steel plate 16 of a flexible anti-seismic connecting piece on a floor beam column of a building wall 5, the number of the mounting holes 22 formed in the embedded steel plate 16 is 12, the aperture of each mounting hole 22 is 12 cm, the large holes 23 are formed in positions 150 cm above the central line of the embedded steel plate 16 and 150 cm below the central line of the embedded steel plate 16, the aperture of each large hole 23 is 40 cm, a barbell screw 24 is inserted into each large hole 23 above the central line of the embedded steel plate 16, and a ball head screw 25 is inserted into each large hole 23 below the central line of the embedded steel plate 16;
step two: combining and fixing the toughened stone plate 11 and the carbon fiber density plate 12 through a reinforcing bolt 13 to form a curtain wall 3;
step three: cutting tensile notches 20 at the positions of the curtain wall 3 where the tensile screws 19 are connected, wherein the number of the tensile notches 20 is 12, then embedding the tensile screws 19, and simultaneously welding cross-shaped notches at the bottom of pile heads of the tensile screws 19 with steel meshes originally embedded in the stone on the building wall 5;
step four: moving the curtain wall 3 to an operation platform, arranging the curtain wall 3 in sequence with the front face facing downwards and the tensile screw rod 19 connected with the back face facing upwards, controlling the gap between the curtain wall 3 and the original stone plate embedded in the building wall 5 to be 0.5 cm, and butting one end of a hole of a springboard connecting piece with the tensile screw rod 19 connected with the back face of the curtain wall 3;
step five: firstly, connecting a T-shaped plug-in reinforcing rib profile 7 with a T-shaped female groove reinforcing rib profile 6 through two groups of knocking bolts 8 to form an H-shaped alloy frame 1, vertically placing the H-shaped alloy frame 1 on a middle line of a seam between a curtain wall 3 and an original embedded stone plate of a building wall 5 to align, vertically arranging one end of a mounting hole 22 on the left side and the right side of the alloy frame 1 through a springboard, connecting tensile screws 19 on the curtain wall 13, and welding the other end of the mounting hole 22 with a vertical flange plate of the alloy frame 1;
step six: the method comprises the following steps that two sides of an alloy frame 1 are respectively provided with a vertical angle steel bar section, a vertical section web of the alloy frame 1 and a transverse section web of the alloy frame 1 are connected through a square pipe connecting piece, and then the side plates of a curtain wall 3 are connected through the square pipe connecting piece, so that the web of the angle steel bar section is higher than the web of the alloy frame 1, and the sections of the two vertical ends of the alloy frame 1 are sealed by the two ends of the web of the transverse angle steel bar section;
step seven: in the fifth step, after the sections of the two vertical ends of the alloy frame 1 are sealed by the two ends of the web plate of the transverse angle steel reinforcing bar profile, grouting is performed for 1-3 times in the alloy frame 1 during grouting, so that the grouting flows into the construction gap of the alloy frame 1 automatically;
step eight: finally, injecting anti-aging resin mortar into a connecting seam between the curtain wall 3 and the alloy frame 1 to form an anti-aging resin mortar layer 21, and completely sealing and fixing the curtain wall 3 and the alloy frame 1;
step nine: a layer of steel mesh 18 is arranged on a push-pull type steel mesh frame 17 at the bottom of the alloy frame 1, reserved line pipes below the steel mesh 18 are arranged and bound, and then the heat-preservation fireproof material is filled in a frame overhead cavity of the alloy frame 1 to form the heat-preservation layer 10.
Example two
According to the drawings 1, 2, 3 and 4, the embodiment provides an integrally assembled multifunctional rigid integrated stone curtain wall, which comprises an alloy frame 1, a frame connecting piece 2, a curtain wall 3, a curtain wall connecting piece 4 and a building wall 5, wherein the alloy frame 1 is connected with the building wall 5 through the frame connecting piece 2, the alloy frame 1 comprises a T-shaped female groove reinforcing rib profile 6, a T-shaped plug-in reinforcing rib profile 7 and butt bolts 8, a plug-in groove 9 is arranged inside the T-shaped female groove reinforcing rib profile 6, the T-shaped plug-in reinforcing rib profile 7 is arranged in the plug-in groove 9, the T-shaped female groove reinforcing rib profile 6 and the T-shaped plug-in reinforcing rib profile 7 are connected through two sets of butt bolts 8, a heat insulation layer 10 is arranged in a frame cavity of the alloy frame 1, the heat insulation layer 10 is connected with the building wall 5 through expansion bolts, the curtain wall 3 is arranged outside the alloy, curtain 3 includes 11 and carbon fiber density boards 12 of tempering stone material board, 11 inboards of tempering stone material board are through strengthening bolt 13 connection carbon fiber density board 12, alloy frame 1 below is equipped with curtain connecting piece 4, curtain 3 is through curtain connecting piece 4 connection alloy frame 1.
The curtain wall connecting piece 4 comprises a push-pull type steel net rack 17, a steel net 18 and a tensile screw rod 19, the push-pull type steel net rack 17 is arranged below the T-shaped plug-in component reinforcing rib profile 7 through a fixing piece, the steel net 18 is arranged on the push-pull type steel net rack 17, and the tensile screw rod 19 is arranged at the front end of the push-pull type steel net rack 17.
The back of the curtain wall 3 is provided with a tensile notch 20, and the tensile screw 19 is connected with the tensile notch 20.
And an anti-aging resin mortar layer 21 is arranged at the joint of the alloy frame 1 and the curtain wall 3.
The installation stability of the T-shaped plug-in reinforcing rib profile 7 in the T-shaped female groove reinforcing rib profile 6 can be improved through the plug-in groove 9 arranged in the T-shaped female groove reinforcing rib profile 6, the stability of the alloy frame 1 can be further enhanced through fixing the butt-knock bolt 8, meanwhile, the H-shaped alloy frame 1 formed by combining the T-shaped plug-in reinforcing rib profile 7 and the T-shaped female groove reinforcing rib profile 6 is stronger in stability and suitable for installing the curtain wall 3, the disassembly convenience can be improved by fixing the alloy frame 1 and the building wall 5 through the frame connecting piece 2, the alloy frame 1 is more convenient to install and disassemble, the construction period can be effectively shortened, the heat preservation performance of the curtain wall 3 can be improved through the heat preservation layer 10 arranged in the frame cavity of the alloy frame 1, the installation convenience between the curtain wall 3 and the alloy frame 1 can be improved through the curtain wall connecting piece 4, the installation process steps are few, the labor, and the stability of the mounting of the curtain wall 3 is high.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, which are described in the specification and illustrated only to illustrate the principle of the present invention, but that various changes and modifications may be made therein without departing from the spirit and scope of the present invention, which fall within the scope of the invention as claimed. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (3)
1. The mounting method of the integrally assembled multifunctional rigid integrated stone curtain wall is characterized by comprising the following steps of: the method comprises the following steps:
the method comprises the following steps: arranging an installation hole and a large hole on a pre-buried steel plate of a flexible anti-seismic connecting piece on a floor beam column of a building wall body, inserting a barbell screw into the large hole above the central line of the pre-buried steel plate, and inserting a ball screw into the large hole below the central line of the pre-buried steel plate;
step two: combining and fixing the toughened stone plate and the carbon fiber density plate through a reinforcing bolt to form a curtain wall;
step three: cutting tensile notches at the positions of the curtain wall where the tensile screws are connected, wherein the number of the tensile notches is one, then embedding the tensile screws, and simultaneously welding cross-shaped notches at the bottom of pile heads of the tensile screws with steel meshes which are originally embedded in the stone on the building wall;
step four: moving the curtain wall to an operation platform, arranging the curtain wall in sequence with the front face downward and the tensile screw connected with the back face upward, controlling a gap between the curtain wall and an original stone plate embedded in the building wall to be a centimeter, and butting one end of a hole of a springboard connecting piece with the tensile screw connected with the back face of the curtain wall;
step five: vertically placing the alloy frame on a joint center line between a curtain wall and an original embedded stone plate of a building wall body for alignment installation;
step six: the method comprises the following steps that a vertical angle steel bar profile is respectively installed on two sides of an alloy frame, a vertical profile web of the alloy frame and a transverse profile web of the alloy frame are connected through a square tube connecting piece, then a side plate of a curtain wall is connected through the square tube connecting piece, the web of the angle steel bar profile is guaranteed to be higher than the web of the alloy frame, and the sections of the two vertical ends of the alloy frame are sealed by the two ends of the web of the transverse angle steel bar profile;
step seven: after the sections of the two vertical ends of the alloy frame in the fifth step are sealed by the two ends of the web plate of the transverse angle steel reinforcing bar section bar, grouting is performed in the alloy frame during grouting, so that the grouting automatically flows into the construction gap of the alloy frame;
step eight: finally, injecting anti-aging resin mortar into a connecting joint of the curtain wall and the alloy frame to form an anti-aging resin mortar layer, and completely sealing and fixing the curtain wall and the alloy frame;
step nine: and arranging and binding reserved wire pipes below the steel mesh, and filling the heat-insulating fireproof material in a frame cavity of the alloy frame to form a heat-insulating layer.
2. The method for installing the integrally assembled multifunctional rigid integrated stone curtain wall as claimed in claim, wherein the method comprises the following steps: in the first step, the number of the installation holes in the embedded steel plate is one, the aperture of each installation hole is centimeter, large holes are formed in the positions, which are centimeter above the center line of the embedded steel plate and centimeter below the center line of the embedded steel plate, the aperture of each large hole is centimeter, barbell screws are inserted into the large holes above the center line of the embedded steel plate, and ball screws are inserted into the large holes below the center line of the embedded steel plate.
3. The method for installing the integrally assembled multifunctional rigid integrated stone curtain wall as claimed in claim, wherein the method comprises the following steps: the specific installation process in the fifth step is as follows: the T-shaped plug-in reinforcing rib profile is connected with the T-shaped female groove reinforcing rib profile through two groups of butt-knocking bolts to form an H-shaped alloy frame, the H-shaped alloy frame is vertically placed on a seam center line between a curtain wall and an original embedded stone plate of a building wall body to be aligned, one end of a mounting hole is vertically arranged on the left side and the right side of the alloy frame through a springboard and is connected with a tensile screw on the curtain wall, and the other end of the mounting hole is welded with a vertical flange plate of the alloy frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011424333.9A CN112575942A (en) | 2020-12-08 | 2020-12-08 | Installation method of integrally-assembled multifunctional rigid integrated stone curtain wall |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202011424333.9A CN112575942A (en) | 2020-12-08 | 2020-12-08 | Installation method of integrally-assembled multifunctional rigid integrated stone curtain wall |
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| CN112575942A true CN112575942A (en) | 2021-03-30 |
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| CN202011424333.9A Pending CN112575942A (en) | 2020-12-08 | 2020-12-08 | Installation method of integrally-assembled multifunctional rigid integrated stone curtain wall |
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| CN (1) | CN112575942A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114687528A (en) * | 2022-04-15 | 2022-07-01 | 深圳市大地幕墙科技有限公司 | Stone material articulates subassembly, system and stone material curtain |
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| JPH0827930A (en) * | 1994-07-11 | 1996-01-30 | Tateyama Alum Ind Co Ltd | Curtain wall |
| CN1641134A (en) * | 2004-01-07 | 2005-07-20 | 财团法人石材工业发展中心 | Multifunctional fastening piece |
| CN201424719Y (en) * | 2009-04-02 | 2010-03-17 | 杜其友 | Composite heat insulating silicon calcium plate curtain wall |
| CN106284783A (en) * | 2016-10-13 | 2017-01-04 | 深圳市三鑫幕墙工程有限公司 | A kind of novel open type stone curtain wall system |
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| KR20170113479A (en) * | 2017-04-28 | 2017-10-12 | 이선중 | Curtain wall consisting of a robust connection structure |
| CN107975169A (en) * | 2017-12-14 | 2018-05-01 | 苏州美瑞德建筑装饰有限公司 | Large-scale energy-saving glass curtain wall exterior decorative cover plate integral type mounting structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114687528A (en) * | 2022-04-15 | 2022-07-01 | 深圳市大地幕墙科技有限公司 | Stone material articulates subassembly, system and stone material curtain |
| CN114687528B (en) * | 2022-04-15 | 2023-01-03 | 深圳市大地幕墙科技有限公司 | Stone material articulates subassembly, system and stone material curtain |
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Address after: 212000 No. 18, Jiefang Road, Jingkou District, Zhenjiang City, Jiangsu Province Applicant after: Jiang Qingfeng Applicant after: Ji Hongmei Address before: 212000 No.18 Jiefang Road, Jingkou District, Zhenjiang City, Jiangsu Province Applicant before: Jiang Qingfeng Applicant before: Ji Hongmei |
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Application publication date: 20210330 |