CN103603470A - Stone dry-hanging veneer in cylinder structure and construction method thereof - Google Patents

Stone dry-hanging veneer in cylinder structure and construction method thereof Download PDF

Info

Publication number
CN103603470A
CN103603470A CN201310422805.0A CN201310422805A CN103603470A CN 103603470 A CN103603470 A CN 103603470A CN 201310422805 A CN201310422805 A CN 201310422805A CN 103603470 A CN103603470 A CN 103603470A
Authority
CN
China
Prior art keywords
bending component
stone
stone material
cladding
facing
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
Application number
CN201310422805.0A
Other languages
Chinese (zh)
Other versions
CN103603470B (en
Inventor
管勇美
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Suzhou Kelida Building and Decoration Co Ltd
Original Assignee
Suzhou Kelida Building and Decoration Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Suzhou Kelida Building and Decoration Co Ltd filed Critical Suzhou Kelida Building and Decoration Co Ltd
Priority to CN201310422805.0A priority Critical patent/CN103603470B/en
Publication of CN103603470A publication Critical patent/CN103603470A/en
Application granted granted Critical
Publication of CN103603470B publication Critical patent/CN103603470B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Finishing Walls (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a stone dry-hanging veneer in a cylinder structure and a construction method thereof. The stone dry-hanging veneer in a cylinder structure comprises a main body structure, cylindrical veneers and a framework structure, wherein the framework structure connects the main body structure with the cylindrical veneer; the cylindrical veneers are jointed to form two absolute semicircular structures by strip-shaped stones and then are packaged and transported to a site; the framework structure is fixed on the main body structure; the cylindrical veneer is hung on the framework structure; the on-site installation is the pure assembly type bolting installation. Through the way mentioned above, percentage of outturn of a raw material can be improved, consumption of the raw material can be reduced, the purpose of green construction is realized, on-site jointing of the surfaces of the stones is reduced, surface quality of the cylindrical veneer is improved, construction period is compressed, common quality problems such as unsmooth appearance radian of a veneer layer are avoided, and modern decoration project mainly dominated by backfield machining is realized.

Description

A kind of stone material dry suspending facing and construction method thereof of column structure
Technical field
The present invention relates to building field, particularly relate to a kind of stone material dry suspending facing and construction method thereof of column structure.
Background technology
Dry-hang stone is a kind of construction technology of external wall, this technique is to utilize corrosion resistant bolt and corrosion resistant flexible connecting member, by marble, granite, the ornamental stones such as artificial marble directly hang over the external surface of building structure, reserve the cavity of 40~50mm between stone material and structure.The facing of making by this technique allow to produce appropriate displacement under the effect of wind-force and seismic forces, with absorption portion wind-force and seismic forces, and unlikelyly occurs crackle and comes off.After wind-force seismic forces disappears, stone material also resets with structure.
Stone material dry suspending method has another name called empty extension method, is a kind of novel construction technology in contemporary facing decoration materials finishing.The method, with metal hanger, ornamental stone is directly hung on to metope or sky is hung on steelframe, does not need the stickup of being in the milk again.Its principle is in agent structure, to establish main stress point, by metal hanger, stone material is fixed on building, forms stone decoration curtain wall.
Traditional stone material dry suspending construction method is: bury post-install underground, welding overhanging component, weld cladding skeleton column, cladding steel frame construction curved arc and with column firm welding, according to on-the-spot real size, ornamental stone is evenly divided into fritter processing, is transported to job site and installs one by one from the bottom to top.There is following shortcoming in existing construction method: steel skeleton construction Site Welding, and power consumption is larger, and contaminated environment; Quality requirement to steel skeleton construction is higher, is prone to the finish coat outward appearance radian common quality defect such as have some setbacks; Stone material piece is more and be difficult to process nature, directly affects appearance effect; Material cost and cost of labor consumption are larger; Operation interlocks layer by layer, and the duration is difficult to compression.
Summary of the invention
The technical problem that the present invention mainly solves is to provide a kind of stone material dry suspending facing and construction method thereof of column structure, can improve raw-material volume recovery and reduce raw material loss, reach the object of green construction, can reduce the on-the-spot seam of stone surface, improved the surface quality of cylinder facing, compressed the construction period, avoided the finish coat outward appearance radian common quality defect such as have some setbacks, realized back court and be processed as main modernization fitting-out work.
For solving the problems of the technologies described above, the technical scheme that the present invention adopts is: the stone material dry suspending facing that a kind of column structure is provided, comprise: agent structure, cylinder facing and cage construction, the inner side of described cylinder facing is provided with cladding groove, between described agent structure and cylinder facing, by cage construction, fix, described cage construction comprises: real core bending component, " C " type bending component, cladding horizontal material and stainless steel dry hanging article, described real core bending component is a pair of " L " shape steel plate, long limit and the minor face of described a pair of " L " shape steel plate have a pair of slotted hole, symmetrical and the one end of a pair of " L " shape steel plate is secured by bolts in agent structure, the other end of a pair of " L " shape steel plate is fixedly connected with " C " type bending component, two minor faces of described " C " type bending component are individually fixed in a pair of " L " shape steel plate, the long limit of " C " type bending component is fixedly connected with cladding horizontal material by flat head bolt, described cladding horizontal material is angle steel, one side of cladding horizontal material is connected with " C " type bending component, the another side of cladding horizontal material and stainless steel dry hanging article are bolted, bolt hole on described cladding horizontal material and stainless steel dry hanging article is slotted hole, described stainless steel dry hanging article inserts in cladding groove.
Preferably, described cylinder facing is spliced by strip stone material, perfusion inserts in the close spelling stowing between strip stone material.
Preferably, the inner side of described close spelling stowing is adhesive with between two parties stone material and strangles.
Preferably, the bolt between described connection agent structure and real core bending component is expansion bolt or chemical bolt or to wearing bolt.
Preferably, the construction method of the stone material dry suspending facing of described a kind of column structure, also comprises following construction sequence:
One, processing stone material
1, check the size of agent structure, determine the final radius of cylinder facing, the processing of molding ,Song processing factory;
2, according to the mould of facing circular arc or how much processing dimensions, cylinder facing is cut into strip stone material;
3, pre-splicing: contrast stone material lines is lined up strip stone material two absolute semi-circular structure successively in advance;
4, by chamfering in two qualified absolute semi-circular structure sides of walkthrough, carry out successively front slitless connection, the mixed slurry of seam gaps reperfusion structure glue and same batch stone flour;
5, at the medial surface of two absolute semi-circular structure, evenly have the cladding groove of some;
6, in the inner side of seaming position, stone material is set between two parties and strangles, stone material strangle and cylinder facing between for gluing;
7, two absolute semi-circular structure that splicing completed are standing, and seam crossing polishing in front is to level and smooth with semi-circular arc, and integral body is polished, polishing, and finished product protection, prepares to dispatch from the factory;
Two, assembling is installed
1, tool member: according to the actual conditions of agent structure, draw out " C " the type bending component and the real core bending component that need processing, report in batches process plants;
2, on-the-spot location: according to on-the-spot unwrapping wire, thereby by the position of the definite bolt in real core bending component location, squeeze into expansion tube, be screwed into screw rod, rely on the vertical slotted hole adjusting position of real core bending component, guarantee that real core bending component and agent structure are installed node reliable;
3, installation component: real core bending component is installed, distance between its a pair of " L " shape steel plate is matched with the positive size of " C " type bending component, with flat head bolt, the minor face of " C " type bending component is fixed in the middle of a pair of " L " shape steel plate, cladding horizontal material is fixed on to the long limit of " C " type bending component, on cladding horizontal material, bolt stainless steel dry hanging article, completes the installation of cage construction;
4, cage construction leveling: upper, middle and lower at least arranges three circle sealings and hands over the logical line of circle circular arc, every " C " type bending component is established vertical direct-through line along short transverse, by the slotted hole leveling straightening on each member, adjust along " C " type bending component and cladding horizontal material, tightening nuts, point type injecting structure glue, report hidden examination, after acceptance(check), prepare to mount stone material;
Three, mount stone material
1, open two absolute semi-circular structure stone materials, stainless steel dry hanging article is inserted in the cladding groove of strip stone material inner side, rely on the slotted hole of stainless steel dry hanging article to regulate semi-circular structure stone material, to decorating final finished surface, tightening nuts, in cladding groove, first inject the temporary transient fixing stone of a little cloud stone glue, then fill with structure glue, safe and reliable to guarantee the stone decoration face length phase;
2, according to cladding from bottom to up sequence of construction, mount successively two absolute semi-circular structure stone materials of every one deck, until finally all install, complete mounting of stone facing.
The invention has the beneficial effects as follows: (one), reduce the on-the-spot seam of stone surface, improved the surface quality of cylinder facing; (2), field fabrication is adjusted into back court processing site assembling mounting means, improve raw-material volume recovery and reduce raw material loss, green construction, energy-conserving and environment-protective, the mass defect of avoiding accumulated error to cause, has evaded different materials distortion difference and has easily caused the common faults such as distortion, distortion, crack; (3), bolt structure replaces welded construction, easy construction, cost-saving, it is controlled that quality is adjustable, meets to a certain extent the function of damping; (4), bending component and stone material process synchronously and march into the arena simultaneously, greatly the reduction of erection time, evaded the phenomenons such as overstocking of materials scene, occupied ground, reduced the unnecessary loss that crossed construction heap putting material causes, and meets the industry development trend that assembling is installed.
Accompanying drawing explanation
Fig. 1 is the stone material dry suspending facing of a kind of column structure of the present invention and the structural representation of construction method one preferred embodiment thereof;
Fig. 2 is the local enlarged diagram of A part in Fig. 1;
Fig. 3 is the structural representation of described absolute semi-circular structure stone material;
Fig. 4 is the structural representation of described " C " type bending component;
Fig. 5 is the front view of described cladding horizontal material;
Fig. 6 is the top view of described cladding horizontal material;
Fig. 7 is the left view of cladding horizontal material;
Fig. 8 is the front view of real core bending component;
Fig. 9 is the top view of real core bending component;
Figure 10 is the left view of real core bending component.
In accompanying drawing, the mark of each parts is as follows: 1, agent structure, 2, cylinder facing, 3, strip stone material, 4, close spelling stowing, 5, stone material is strangled, and 6, " C " type bending component, 7, cladding groove, 8, stainless steel dry hanging article, 9, cladding horizontal material, 10, real core bending component, 11, expansion tube, 12, bolt, 13, flat head bolt.
The specific embodiment
Below in conjunction with accompanying drawing, preferred embodiment of the present invention is described in detail, thereby so that advantages and features of the invention can be easier to be it will be appreciated by those skilled in the art that, protection scope of the present invention is made to more explicit defining.
Refer to Fig. 1, Fig. 2 and Fig. 3, the embodiment of the present invention comprises:
A kind of stone material dry suspending facing of column structure, comprise: agent structure 1, cylinder facing 2 and cage construction, the inner side of described cylinder facing 2 is provided with cladding groove 7, between described agent structure 1 and cylinder facing 2, by cage construction, fix, described cage construction comprises: real core bending component 10, " C " type bending component 6, cladding horizontal material 9 and stainless steel dry hanging article 8, described real core bending component 10 is a pair of " L " shape steel plate, long limit and the minor face of described a pair of " L " shape steel plate have a pair of slotted hole, symmetrical and the one end of a pair of " L " shape steel plate is secured by bolts in agent structure 1, the other end of a pair of " L " shape steel plate is fixedly connected with " C " type bending component 6, two minor faces of described " C " type bending component 6 are individually fixed in a pair of " L " shape steel plate, the long limit of " C " type bending component 6 is fixedly connected with cladding horizontal material 9 by flat head bolt 13, described cladding horizontal material 9 is angle steel, one side of cladding horizontal material 9 is connected with " C " type bending component 6, the another side of cladding horizontal material 9 and stainless steel dry hanging article 8 are bolted, described cladding horizontal material 9 is slotted hole with the bolt hole on stainless steel dry hanging article 8, described stainless steel dry hanging article 8 inserts in cladding groove 7, the bending angle of described " L " shape steel plate is determined according to on-site actual situations, cage construction adopts the bolt mode of slotted hole and flat head bolt 13, be convenient to adjust.
Further; described cylinder facing 2 is spliced by strip stone material 3; perfusion inserts in close spelling stowing between strip stone material 3; strip stone material 3 is spliced into the structure of two absolute semicircles, and seam crossing polishing in front is to level and smooth with semi-circular arc, and integral body is polished, polishing; finished product protection; preparation is dispatched from the factory, and cylinder facing 2 can be processed with cage construction simultaneously outside field, has shortened the duration.
Further, the inner side of described close spelling stowing 4 is adhesive with between two parties stone material and strangles 5, has improved the stability at stowing place, prevents that stowing place is subject to external force and fractures.
Further, the bolt between described connection agent structure 1 and real core bending component 10 is expansion bolt or chemical bolt or to wearing bolt, difficult drop-off, has improved the stability that cage construction is connected with agent structure 1.
Further, the construction method of the stone material dry suspending facing of described a kind of column structure, also comprises following construction sequence:
One, processing stone material
1, check the size of agent structure 1, determine the final radius of cylinder facing 2, the processing of molding ,Song processing factory;
2, according to the mould of facing circular arc or how much processing dimensions, cylinder facing 2 is cut into some strip stone materials 3, the quantity of described strip stone material 3 determines according to the size of cladding facing;
3, pre-splicing: contrast stone material lines is lined up strip stone material 3 two absolute semi-circular structure successively in advance;
4, by chamfering in two qualified absolute semi-circular structure sides of walkthrough, carry out successively front slitless connection, the mixed slurry of seam gaps reperfusion structure glue and same batch stone flour;
5, at the medial surface of two absolute semi-circular structure, evenly have the cladding groove 7 of some, the quantity of cladding groove 7 is determined according to the radian of the size of cladding facing and strip stone material;
6, in the inner side of seaming position, stone material is set between two parties and strangles 5, stone material strangle 5 and cylinder facing 2 between for gluing;
7, two absolute semi-circular structure that splicing completed are standing, and seam crossing polishing in front is to level and smooth with semi-circular arc, and integral body is polished, polishing, and finished product protection, prepares to dispatch from the factory;
Two, assembling is installed
1, tool member: according to the actual conditions of agent structure 1, draw out " C " type bending component 6 and the real core bending component 10 that need processing, report in batches process plants;
2, on-the-spot location: according to on-the-spot unwrapping wire, thereby real core bending component 10 location are determined to the position of bolt, squeezed into expansion tube 11, be screwed into screw rod, rely on the vertical slotted hole adjusting position of real core bending component 10, guarantee that real core bending component 10 and agent structure 1 are installed node reliable;
3, installation component: real core bending component 10 is installed, distance between its a pair of " L " shape steel plate is matched with the positive size of " C " type bending component 6, with flat head bolt 13, the minor face of " C " type bending component 6 is fastened in the middle of a pair of " L " shape steel plate, cladding horizontal material 9 is fixed on to the long limit of " C " type bending component 6, bolt stainless steel dry hanging article 8 on cladding horizontal material 9, completes the installation of cage construction;
4, cage construction leveling: upper, middle and lower at least arranges three circle sealings and hands over the logical line of circle circular arc, every " C " type bending component 6 is established vertical direct-through line along short transverse, by the slotted hole leveling straightening on each member, adjust along " C " type bending component 6 and cladding horizontal material 9, tightening nuts, point type injecting structure glue, report hidden examination, after acceptance(check), prepare to mount stone material;
Three, mount stone material
1, open two absolute semi-circular structure stone materials, stainless steel dry hanging article 8 is inserted in the cladding groove 7 of strip stone material 3 inner sides, rely on the slotted hole of stainless steel dry hanging article 8 to regulate semi-circular structure stone material, to decorating final finished surface, tightening nuts, cladding groove 7 is interior first injects the temporary transient fixing stone of a little cloud stone glue, then fills with structure glue, safe and reliable to guarantee the stone decoration face length phase;
2, according to cladding from bottom to up sequence of construction, mount successively two absolute semi-circular structure stone materials of every one deck, until finally all install, complete mounting of stone facing.
The foregoing is only embodiments of the invention; not thereby limit the scope of the claims of the present invention; every equivalent structure or conversion of equivalent flow process that utilizes manual of the present invention and accompanying drawing content to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present invention.

Claims (5)

1. the stone material dry suspending facing of a column structure, comprise: agent structure (1), cylinder facing (2) and cage construction, it is characterized in that, the inner side of described cylinder facing (2) is provided with cladding groove (7), between described agent structure (1) and cylinder facing (2), by cage construction, fix, described cage construction comprises: real core bending component (10), " C " type bending component (6), cladding horizontal material (9) and stainless steel dry hanging article (8), described real core bending component (10) is a pair of " L " shape steel plate, long limit and the minor face of described a pair of " L " shape steel plate have a pair of slotted hole, symmetrical and the one end of a pair of " L " shape steel plate is secured by bolts in agent structure (1), the other end of a pair of " L " shape steel plate is fixedly connected with " C " type bending component (6), two minor faces of described " C " type bending component (6) are individually fixed in a pair of " L " shape steel plate, the long limit of " C " type bending component (6) is fixedly connected with cladding horizontal material (9) by flat head bolt (13), described cladding horizontal material (9) is angle steel, one side of cladding horizontal material (9) is connected with " C " type bending component (6), the another side of cladding horizontal material (9) and stainless steel dry hanging article (8) are bolted, described cladding horizontal material (9) is slotted hole with the bolt hole on stainless steel dry hanging article (8), described stainless steel dry hanging article (8) inserts in cladding groove (7).
2. the stone material dry suspending facing of a kind of column structure according to claim 1, is characterized in that, described cylinder facing (2) is spliced by strip stone material (3), perfusion inserts in the close spelling stowing (4) between strip stone material (3).
3. the stone material dry suspending facing of a kind of column structure according to claim 1, is characterized in that, the inner side of described close spelling stowing (4) is adhesive with between two parties stone material and strangles (5).
4. the stone material dry suspending facing of a kind of column structure according to claim 1, is characterized in that, the bolt between described connection agent structure (1) and real core bending component (10) is expansion bolt or chemical bolt or to wearing bolt.
5. the construction method of the stone material dry suspending facing of a kind of column structure as claimed in claim 1, is characterized in that, also comprises following construction sequence:
One, processing stone material
(1), check the size of agent structure (1), determine the final radius of cylinder facing (2), molding ,Song processing factory processing;
(2), according to the mould of facing circular arc or how much processing dimensions, cylinder facing (2) is cut into some strip stone materials (3);
(3), pre-splicing: contrast stone material lines is lined up two absolute semi-circular structure in advance by strip stone material (3) successively;
(4), by chamfering in two qualified absolute semi-circular structure sides of walkthrough, carry out successively front slitless connection, seam gaps reperfusion structure glue and with the mixed slurry of batch stone flour;
(5), at the medial surface of two absolute semi-circular structure, evenly have the cladding groove (7) of some;
(6), in the inner side of seaming position, stone material is set between two parties and strangles (5), stone material is strangled between (5) and cylinder facing (2) as gluing;
(7), two absolute semi-circular structure that splicing is completed are standing, seam crossing polishing in front is to level and smooth with semi-circular arc, whole polishing, polishing, finished product protection, prepares to dispatch from the factory;
Two, assembling is installed
(1), tool member: according to the actual conditions of agent structure (1), draw out " C " type bending component (6) and the real core bending component (10) that need processing, report in batches process plants;
(2), on-the-spot location: according to on-the-spot unwrapping wire, by real core bending component (10) thus the position of bolt is determined in location, squeeze into expansion tube (11), be screwed into screw rod, rely on the vertical slotted hole adjusting position of real core bending component (10), guarantee that real core bending component (10) and agent structure (1) are installed node reliable;
(3), installation component: real core bending component (10) is installed, distance between its a pair of " L " shape steel plate is matched with the positive size of " C " type bending component (6), with flat head bolt (13), the minor face of " C " type bending component (6) is fastened in the middle of a pair of " L " shape steel plate, cladding horizontal material (9) is fixed on to the long limit of " C " type bending component (6), at the upper bolt stainless steel dry hanging article (8) of cladding horizontal material (9), complete the installation of cage construction;
(4), cage construction leveling: upper, middle and lower at least arranges three circle sealings and hands over the logical line of circle circular arc, every " C " type bending component (6) is established vertical direct-through line along short transverse, by the slotted hole leveling straightening on each member, adjust along " C " type bending component (6) and cladding horizontal material (9), tightening nuts, point type injecting structure glue, report hidden examination, after acceptance(check), prepare to mount stone material;
Three, mount stone material
(1), open two absolute semi-circular structure stone materials, stainless steel dry hanging article (8) is inserted in the cladding groove (7) of strip stone material (3) inner side, rely on the slotted hole of stainless steel dry hanging article (8) to regulate semi-circular structure stone material, to decorating final finished surface, tightening nuts, in cladding groove (7), first inject the temporary transient fixing stone of a little cloud stone glue, then fill with structure glue, safe and reliable to guarantee the stone decoration face length phase;
(2), according to cladding sequence of construction from bottom to up, mount successively two absolute semi-circular structure stone materials of every one deck, until finally all install, complete mounting of stone facing.
CN201310422805.0A 2013-09-17 2013-09-17 A kind of stone material dry suspending facing of column structure and construction method thereof Active CN103603470B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310422805.0A CN103603470B (en) 2013-09-17 2013-09-17 A kind of stone material dry suspending facing of column structure and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310422805.0A CN103603470B (en) 2013-09-17 2013-09-17 A kind of stone material dry suspending facing of column structure and construction method thereof

Publications (2)

Publication Number Publication Date
CN103603470A true CN103603470A (en) 2014-02-26
CN103603470B CN103603470B (en) 2015-10-21

Family

ID=50121725

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310422805.0A Active CN103603470B (en) 2013-09-17 2013-09-17 A kind of stone material dry suspending facing of column structure and construction method thereof

Country Status (1)

Country Link
CN (1) CN103603470B (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631898A (en) * 2015-01-20 2015-05-20 成都格瑞思文化传播有限公司 Dry-hang type marble pillar convenient to build
CN105040951A (en) * 2015-08-27 2015-11-11 苏州金螳螂建筑装饰股份有限公司 Arc-shaped GRG mounting structure
CN105781044A (en) * 2016-04-28 2016-07-20 苏州金螳螂建筑装饰股份有限公司 Light-transmitting cylindrical shell mounting structure
CN107060240A (en) * 2017-04-27 2017-08-18 江苏华宇装饰集团有限公司 Cambered surface stone infrared cuts embedded metal decorative bar dry hanging construction method
CN107965112A (en) * 2017-11-21 2018-04-27 杭州市城市建设基础工程有限公司 A kind of construction technology cladding for BAU architectural concrete plates
CN108019008A (en) * 2017-11-30 2018-05-11 中国建筑第八工程局有限公司 Column plate eye-splice-type mounting structure and its installation method
WO2019144571A1 (en) * 2018-01-28 2019-08-01 深圳市宝鹰建设集团股份有限公司 Hoop-type connecting device for cylindrical stone dry hanging
CN110397231A (en) * 2019-07-22 2019-11-01 苏州金螳螂文化发展股份有限公司 A kind of rectangle face stone dry-hanging mounting structure based on cylinder base
CN110485671A (en) * 2019-09-09 2019-11-22 苏州美瑞德建筑装饰有限公司 A kind of stone material aluminum honeycomb combined wall board mounting structure and method
CN110725492A (en) * 2019-09-30 2020-01-24 中建七局建筑装饰工程有限公司 Square column wrapped cylinder rooting-free construction process
CN111005519A (en) * 2019-11-29 2020-04-14 杨国燕 Ready-package steel construction
CN111719798A (en) * 2020-06-09 2020-09-29 北京同舟嘉艺装饰工程有限责任公司 Process method for seamless processing of curved surface stone and annular building hall

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104631898A (en) * 2015-01-20 2015-05-20 成都格瑞思文化传播有限公司 Dry-hang type marble pillar convenient to build
CN105040951A (en) * 2015-08-27 2015-11-11 苏州金螳螂建筑装饰股份有限公司 Arc-shaped GRG mounting structure
CN105781044A (en) * 2016-04-28 2016-07-20 苏州金螳螂建筑装饰股份有限公司 Light-transmitting cylindrical shell mounting structure
CN105781044B (en) * 2016-04-28 2018-09-25 苏州金螳螂建筑装饰股份有限公司 Light transmission cylindrical shell mounting structure
CN107060240A (en) * 2017-04-27 2017-08-18 江苏华宇装饰集团有限公司 Cambered surface stone infrared cuts embedded metal decorative bar dry hanging construction method
CN107965112A (en) * 2017-11-21 2018-04-27 杭州市城市建设基础工程有限公司 A kind of construction technology cladding for BAU architectural concrete plates
CN108019008A (en) * 2017-11-30 2018-05-11 中国建筑第八工程局有限公司 Column plate eye-splice-type mounting structure and its installation method
WO2019144571A1 (en) * 2018-01-28 2019-08-01 深圳市宝鹰建设集团股份有限公司 Hoop-type connecting device for cylindrical stone dry hanging
CN110397231A (en) * 2019-07-22 2019-11-01 苏州金螳螂文化发展股份有限公司 A kind of rectangle face stone dry-hanging mounting structure based on cylinder base
CN110397231B (en) * 2019-07-22 2024-03-26 苏州金螳螂文化发展股份有限公司 Rectangular stone dry-hanging installation structure based on cylindrical base layer
CN110485671A (en) * 2019-09-09 2019-11-22 苏州美瑞德建筑装饰有限公司 A kind of stone material aluminum honeycomb combined wall board mounting structure and method
CN110485671B (en) * 2019-09-09 2024-03-15 苏州美瑞德建筑装饰有限公司 Stone aluminum honeycomb composite wallboard mounting structure and method
CN110725492A (en) * 2019-09-30 2020-01-24 中建七局建筑装饰工程有限公司 Square column wrapped cylinder rooting-free construction process
CN110725492B (en) * 2019-09-30 2020-10-30 中建七局建筑装饰工程有限公司 Square column wrapped cylinder rooting-free construction process
CN111005519A (en) * 2019-11-29 2020-04-14 杨国燕 Ready-package steel construction
CN111719798A (en) * 2020-06-09 2020-09-29 北京同舟嘉艺装饰工程有限责任公司 Process method for seamless processing of curved surface stone and annular building hall

Also Published As

Publication number Publication date
CN103603470B (en) 2015-10-21

Similar Documents

Publication Publication Date Title
CN103603470B (en) A kind of stone material dry suspending facing of column structure and construction method thereof
CN105113671B (en) A kind of large-scale conchoidal Double curved arc curtain wall construction method
CN103225362B (en) Assembled light steel keel gypsum plate irregularly-shaped suspended ceiling system
CN103758265A (en) Rack type GRC curtain wall with irregular vertical face and mounting method thereof
CN206279651U (en) Assembled cast-in-place concrete external heat insulating wall steel skeleton template system and connector
CN203626164U (en) Dry-hanging stone veneer of cylindrical structure
CN103670452A (en) Installation structure and method for accurately positioning tunnel arch wall lining buried type water-stop belt
CN101906858B (en) Seamless installation process for polyline artistic GRC (Glass-fiber Reinforced Composite) board
CN105201107A (en) Construction method for stacked plate type shear wall of underground garage
CN202430879U (en) Perforated panel connecting mechanism
CN106193540B (en) A kind of GRC components
CN203701381U (en) Irregular vertical face rack type GRC curtain wall
CN111894223B (en) Method for separating, externally processing and installing large-area multi-curved-surface artistic ribbon
CN204152041U (en) A kind of cornice stone material and aluminium alloy decorative structure
CN107718242A (en) A kind of prefabricated panel for concrete prefabricated element production line positions hole tool
CN209837690U (en) Template structure for controlling quality of construction joint of concrete wall
CN207553363U (en) A kind of prefabricated partition wall connecting structure
CN207568017U (en) A kind of multi-panel glass curtain wall joins structure
CN207402949U (en) A kind of prefabricated panel for concrete prefabricated element production line positions hole tool
CN101666145B (en) Method for upward hanging projecting eave stones
CN111889962B (en) Assembly construction method for large-area multi-curve complex artistic facing
CN105952084B (en) A kind of GRC component and its mounting structure and method
CN205134518U (en) High prefabricated balcony of installation intensity
CN212224286U (en) Fast-assembling composite energy-saving wall
CN111894221B (en) Industrial external processing method for large-area multi-curve complex artistic facing

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant