CN101139849A - Modular building component and on-site hoisting building method - Google Patents
Modular building component and on-site hoisting building method Download PDFInfo
- Publication number
- CN101139849A CN101139849A CNA2006101045429A CN200610104542A CN101139849A CN 101139849 A CN101139849 A CN 101139849A CN A2006101045429 A CNA2006101045429 A CN A2006101045429A CN 200610104542 A CN200610104542 A CN 200610104542A CN 101139849 A CN101139849 A CN 101139849A
- Authority
- CN
- China
- Prior art keywords
- floor
- partition board
- side fascia
- collar tie
- tie beam
- Prior art date
Links
- 238000000034 methods Methods 0 abstract 1
Abstract
Description
One, affiliated technical field
The present invention relates to the technical field that building materials and industrialization of construction industry are produced, specially refer to a kind of batch production production building member, and the building method that member is transported to on-site hoisting.
Two, background technology
At present, China in building field, mostly also following traditional the sort of body of wall by manually the building by laying bricks or stones of brick of bricklayer, a cutter ash, being plastered to whitewash by plasterer then forms, it is big to exist labour intensity, the work efficiency low quality is difficult to problems such as control.State Intellectual Property Office on March 9th, 2005 announced that application number is 200420041516, notification number is " the light steel construction building member of small-sized fast-assembling " patent of 2683744, it is made up of junction plate, steel column, girder steel, purlin, it is characterized in that: steel column, girder steel, purlin are crimping H shaped steel, its thickness is between 2-4mm, fixedly connected hole is arranged on steel column, girder steel, the purlin, steel column and girder steel, girder steel and purlin are by connector and bolt; Junction plate is fixed with steel column, girder steel, purlin respectively.Accelerated site operation speed though this employing steel construction connects, rolled steel dosage is not low; And only be applicable to places such as industrial premises, farm product market, exhibit halls, still inapplicable for dwelling house, office, office premises etc.
Three, summary of the invention
The objective of the invention is to lag behind in order to overcome production technology traditional in the above-mentioned background technology, unreasonable structure, cause that the labour intensity of wasting time and energy is big, work efficiency is low, the uppity shortcoming of quality, and remedied the weak point that lightweight steel construction can not adapt to occasions such as dwelling house, office, the building method of a kind of assembled building member and on-site hoisting is provided.Produce all kinds building member with batch production, mechanization, standardization, prefabricated modern production pattern, be transported to the job site lifting then.This technology is to design according to customer requirement earlier, produces body of wall and members such as floor and stair according to figure again, is transported to the site safety Fast Installation.The present invention solves the problems of the technologies described above the technical scheme that is adopted to be:
A kind of assembled building member, substantially be by the partition board 1 that erects, the floor 6 of side fascia 2 and the horizontal positioned composition that is connected, it is characterized in that: partition board 1 that erects and side fascia 2 are by dismantled and assembled adjustable support bar 14 assembly adjustment, help, fixing, the nut 13 of pre-buried buckle in monoblock partition board 1 and monoblock side fascia 2 sides, the nut 13 of buckle is connected with threaded half hoop tendon 5 with external band annulus, join with adapter sleeve 4 between two half hoop tendons 5, the constructional column stud 17 usefulness threaded sleeves of its hoop tendon annulus insertion constructional column stud 17, two interlayers about in the of 5 connect; Floor 6 docking ports that are connected on partition board 1 are reserved with and water the cementation of fissures 12, all place leakproof base plate 10 and reinforcing bar cage 9 in partition board 1 and the collar tie beam groove above the side fascia 2, water in the collar tie beam groove and smash pea gravel concreten 11 formation collar tie beams; The fixing leakproof blade angle mould 8 in place, right angle between floor 6 and partition board 1 and floor 6 and the side fascia 2, be placed in that the plate hole cork is set in floor 6 connectivity ports on the partition board 1 is stifled 7, above be connected and fixed by pea gravel concreten 11 between said partition board 1, side fascia 2 and the floor 6.
A kind of building method of assembled building member on-site hoisting is characterized in that: at first ground is changed processing routinely, and unique difference is that every pillar all gives being embedded with on the grade beam of correspondence and exceeds 100 millimeters threaded studs of grade beam; Be transported to site with flat car with producing good partition board 1, side fascia 2 and floor 6 successively according to erection sequence, draw the installation site line earlier, lay and respectively put a parallels at 1/5 and 4/5 place that partition board 1 and side fascia 2 positions will be installed on grade beam, sit cement mortar 18 below the parallels, use the level gauge levelling during installation, every block of parallels exceeds flat 10-15 millimeter on the grade beam; Behind every partition board 1 and side fascia 2 hoisted in position, help fixingly with adjustable support bar 14 assemblies, and then install below each wallboard and place, right angle fixedly leakproof blade angle mould 8 and the still open surface construction template 3 of side fascia 2 between the grade beam; Quantitatively inject mortar 18 for again each vertical cavity above wallboard, make wallboard bottom and grade beam through vibrating in conjunction with closely knit; In each collar tie beam groove above wallboard, place leakproof base plate 10 and reinforcing bar cage 9, assign the threaded constructional column stud 17 in two again, and stud 17 is connected with constructional column stud 17 on the grade beam with thread bush; In like manner a parallels is placed at 1/5 and 4/5 place on every mounted partition board 1, sits cement mortar 18 below the parallels, uses the level gauge levelling during installation, and every block of parallels exceeds flat 10-15 millimeter on the collar tie beam; What lifting floor 6 stayed the 45-55 mm wide between two adjacent floors 6 waters the cementation of fissures 12, the leakproof blade angle mould 8 of floor 6 and following each joint portion, body of wall right angle is installed again, pour constructional column with pea gravel concreten 11, and vibration compacting, when treating that constructional column waters to the collar tie beam baseplane, unified pouring collar tie beam is put down to floor 6, and vibration compacting; After treating that the collar tie beam concrete setting is solid, unload again to help and adjust support bar 14 assemblies; The rest may be inferred for every layer of room building.
The technical solution used in the present invention also comprises:
A kind of assembled building member recited above, it is characterized in that: in described removable adjustable support bar 14 assemblies, removable radial type tetrad base 16 be fixed on the ground line or floor 6 ground on, four direction all can be helped partition board 1 and/or the side fascia 2 that fixedly erects by adjustable support bar 14.
A kind of assembled building member recited above is characterized in that: collar tie beam groove two side is high outside and low outside above the described side fascia 2, and its two side difference in height is that floor 6 thickness are added the 10-15 millimeter.
The building method of a kind of assembled building member on-site hoisting recited above, it is characterized in that: will leave between the floor 6 of beard muscle, and the connection between the roof panel all adopts pea gravel concreten 11 scenes to stir to make firm by ramming fixed, makes between the floor 6 and between the roof panel and is interconnected to form integral body.
The building method of a kind of assembled building member on-site hoisting recited above is characterized in that: below described partition board 1 or the side fascia 2 with ground line or floor ground between reservation grouting seam highly h be 10 to 15 millimeters.
The invention has the beneficial effects as follows:
Owing to adopt batch production, mechanization production building member technology, so can prefabricated whole big plate hollow wall body, floor, roof panel, through on-site hoisting good after, can form the no splicing seams of floor, roof panel and a whole face wall centre in one whole room, two-sidedly all need not whitewash; And smooth, bright and clean, flawless generation, saving of work and time material-saving, reliable in quality.
Because the special construction of side fascia hollow structure can be filled the thermal insulation light material according to the local climate condition in its hole during installation, as materials such as rock wool, perlite, vermiculite, polystyrene, be used to reduce building and use energy consumption, reaches energy-conservation purpose.
When in factory, making wallboard, floor, roof panel, can place penetration pipe, junction box etc. in advance, in order to avoid the building finishing time is dug groove again, and reduce building intensity, save decoration cost simultaneously and the air pollution that prevented to bring and the building waste of generation.
Because wallboard, floor, roof panel are produced in batch production, mechanization, every only 3 minutes production time, singly build manually with brick with regard to body of wall and tradition that comparing saves time reaches hundred times by laying bricks or stones, tens of times of reduction hand labor intensity.
Owing to be whole face wall, whole floor assembled on site, save a large amount of steel forms and scaffold, removed the operation and the cost of use of installation, dismounting punching block and scaffold from.
When casting wallboard and floor, put into floor tile, furring tile according to designing requirement in the lump, replaced artificial subsides porcelain; According to designing requirement also can be when casting floor the ground heat pipe of resettlement radiation heating usefulness in the lump, replaced and manually laid in addition, save manually, alleviate building weight.
All adopt cast-in-place method to connect between each wallboard and the floor, connect without electric welding, so do not have at the scene also can construct under the situation of power supply.
Because the whole face wall of batch production or floor prefabricated forming on the concrete pedestal are compared with cast-in-situ floor with existing cast-in-place whole shear wall, so saved a large amount of templates and timbering cost usefulness, have also saved the labour cost of installing/dismounting template and support.
Owing to be batch production prefabricated panel and floor etc., can adopt advanced prestressing technique, the intensity height, the work efficiency height, and save steel.
Through overtesting, proof the present invention has effect and the practicality that significant saving manually improves work efficiency, and this in a word structural construction component of thing is safe and reliable, simple in structure, light and handy, steel quantity consumption is little, be easy to site operation, realize batch production production, reduced cost 10-15%.Through to domestic relevant newspapers and periodicals, scientific and technical literature, relevant data Ku Chaxin, do not find similar same architectural feature and method, there is not same technology yet.
Four, description of drawings
Accompanying drawing 1 is three wallboard syndeton schematic top plan view, and accompanying drawing 2 is exterior wall and floor connection structure cross-sectional schematic; Accompanying drawing 3 partition walls and floor connection structure cross-sectional schematic; Accompanying drawing 4 is structure for amplifying schematic diagrames of the nut of buckle in the E portion among Fig. 5, accompanying drawing 5 is single side fascia perspective view, accompanying drawing 6 is the structure for amplifying schematic diagrames after two half hoop tendons of F portion band annulus among Fig. 5 make up, accompanying drawing 7 is that adjustable support bar assembly wallboard is helped fixing structural representation, accompanying drawing 8 is A portion enlarged diagrams among Fig. 7, accompanying drawing 9 is B portion enlarged diagrams among Fig. 7, accompanying drawing 10 is C portion enlarged diagrams among Fig. 7, accompanying drawing 11 is D portion enlarged diagrams among Fig. 7, accompanying drawing 12 is partition board and floor ground plane connection structure schematic diagram, and accompanying drawing 13 is G portion enlarged diagrams among Figure 12.
Above-mentioned number in the figure explanation: 1. partition board, 2. side fascia, 3. template, 4. adapter sleeve, the 5. hoop tendon of band annulus, 6. floor, 7. the plate hole cork is stifled, 8. leakproof blade angle mould, 9. reinforcing bar cage, 10. leakproof base plate, 11. pea gravel concretens, 12. water the cementation of fissures, 13. the nut of buckle, 14. adjustable support bars, 15. adjustable positive and negative bolts, 16. radial type tetrad base, 17. constructional column studs, 18. mortars.
Five, the specific embodiment
The present invention is further described below in conjunction with drawings and Examples:
Referring to Fig. 1, at the scene, see three wallboard syndetons from top to bottom, three blocks all have the collar tie beam groove above the wallboard, three wallboard connections are square columns, hoop tendon 5 by fixing separately band (being wound with) annulus of wallboard is coupled as one through adapter sleeves 4 horizontal levels, in corresponding up and down hoop tendon 5 annulus, insert constructional column stud 17, at side fascia 2 outside fixed forms 3, in template 3, form the joint construction post with hoop tendon 5, so just connect three blocks of plates and formed an integral body together with irritating with smashing adding concrete 11.
Referring to Fig. 2, be side fascia 2 and floor 6 syndetons, place leakproof base plate 10 and reinforcing bar cage 9 in the collar tie beam groove above the side fascia 2, floor 6 right-hand ends are placed on side fascia 2 inwalls (non-bearing), and leave and water the cementation of fissures 12 about 45 to 55 millimeters, side fascia 2 and floor 6 centerings, fixedly leakproof blade angle mould 8 is located at straight (turning) angle in it is connected, in watering the cementation of fissures 12, be connected collar tie beam with 9 formation of reinforcing bar cage, so just connect two boards and formed an integral body together with irritating with smashing adding concrete 11.
Referring to Fig. 3, in like manner partition board 1 and two floor 6 syndetons are also the same, fill in plate hole cork stifled 7 in two floor 6 butt holes, before last floor 6, place leakproof base plate 10 and reinforcing bar cage 9 in the collar tie beam groove above the partition board 1, two floors, 6 butt end symmetries are placed on the partition board 1, leaving and watering the cementation of fissures 12 is any number in 45 to 55 millimeters scopes, two floors 6 and partition board 1 centering, fixedly leakproof blade angle mould 8 is located at straight (turning) angle in it is connected, in watering the cementation of fissures 12, be connected collar tie beam with 9 formation of reinforcing bar cage, so just connect three blocks of plates and formed an integral body together with irritating with smashing adding concrete 11.
Referring to Fig. 4, Fig. 5 and Fig. 6, this is side fascia 2 single schematic diagrames, in like manner partition board 1 too, the collar tie beam groove is arranged above the side fascia 2, there is hollow circular hole hole in collar tie beam groove bottom, and the nut 13 of pre-buried buckle from top to bottom in side fascia 2 two sides will be connected with the nut 13 of buckle with half hoop tendon 5 screw threads of annulus again, two half hoop tendons 5 on the horizontal plane are relative, connect by adapter sleeve 4.
Referring to Fig. 7, Fig. 8, Fig. 9, Figure 10 and Figure 11, this is an adjustable support bar assembly, can adjust between the strut 14 for two and link with adjustable positive and negative screw bolt 15, top support bar 14 connects partition boards 1, following support bar 14 connects radial type tetrad bases 16, base 16 four directions all can connect support bar 14, and four walls all can be adjusted thus, set upright and fix so within doors, be connected both sides, place, right angle with floor 6 or grade beam and fix with leakproof blade angle mould 8 below partition board 1.When whole floor room placing of concrete 11 solidify solid after, unload adjustable support bar 14 assemblies again, use again in order to next time.
From Figure 12 and Figure 13, simultaneously referring to Fig. 7, Fig. 9, below partition board 1, be connected both sides, place, right angle with the fixing centering of leakproof blade angle mould 8 with floor, making partition board 1 and floor ground level h is 10 to 15 millimeters, inject mortar 18 from partition board 1 top by vertical plate hole equivalent, and tamping makes grade beam and wallboard in conjunction with closely knit.
Need to prove that in addition the process waterproofing work that leaves the beard muscle and the floor of heat insulation processing are exactly roof panel, roof panel is exactly the plate of floor 6 after through waterproofing work and heat insulation processing in other words.
The building method that assembled building member of the present invention (such as the house) lifts at the scene:
At first ground is changed processing routinely, and unique difference is that every pillar all gives being embedded with on the grade beam of correspondence and exceeds 100 millimeters threaded studs of grade beam; Be transported to site with flat car with producing good partition board 1, side fascia 2 and floor 6 successively according to erection sequence, draw the installation site line earlier, totally two blocks of parallels are laid at 1/5 and 4/5 place that partition board 1 and side fascia 2 positions will be installed on grade beam, sit cement mortar 18 below the parallels, use the level gauge levelling during installation, every block of parallels exceeds flat 10-15 millimeter on the grade beam; Collar tie beam groove two side is high outside and low outside above the side fascia 2, its two side difference in height is that floor 6 thickness are added the 10-15 millimeter, behind every partition board 1 and side fascia 2 hoisted in position, help fixingly immediately with adjustable support bar 14 assemblies, install below each wallboard and place, right angle fixedly leakproof blade angle mould 8 and the still open surface construction template 3 of side fascia 2 between the grade beam; Quantitatively inject mortar 18 for each vertical hole above wallboard, making wallboard bottom and grade beam through vibrating in conjunction with closely knit; In each collar tie beam groove above wallboard, place leakproof base plate 10 and reinforcing bar cage 9, assign the threaded constructional column stud 17 in two again, and stud 17 is connected with constructional column stud 17 on the grade beam with thread bush; In like manner a parallels is laid at 1/5 and 4/5 place of position on every mounted partition board 1, sits cement mortar 18 below the parallels, uses the level gauge levelling during installation, and every block of parallels exceeds flat 10-15 millimeter on the collar tie beam; What lifting floor 6 stayed the 45-55 mm wide between two adjacent floors 6 waters the cementation of fissures 12, the leakproof blade angle mould 8 of floor 6 and following each joint portion, body of wall right angle is installed again, pour constructional column with pea gravel concreten 11, and vibration compacting, when treating that constructional column waters to the collar tie beam baseplane, unified pouring collar tie beam is put down to floor 6, and vibration compacting; Treat in the wallboard placing of concrete solidify solid after, unload again to help and adjust support bar 14 assemblies; Every layer of room building by that analogy.
Between the described floor 6 that will leave the beard muscle, and the connection between the roof panel all adopts pea gravel concreten 11 scenes to stir to make firm by ramming fixed, makes between the floor 6 and between the roof panel and is interconnected to form integral body.
Below described partition board 1 or the side fascia 2 with ground line or floor ground between adjustment highly h be 10 to 15 millimeters.
Claims (6)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006101045429A CN101139849A (en) | 2006-09-07 | 2006-09-07 | Modular building component and on-site hoisting building method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2006101045429A CN101139849A (en) | 2006-09-07 | 2006-09-07 | Modular building component and on-site hoisting building method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101139849A true CN101139849A (en) | 2008-03-12 |
Family
ID=39191937
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2006101045429A CN101139849A (en) | 2006-09-07 | 2006-09-07 | Modular building component and on-site hoisting building method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101139849A (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101812869A (en) * | 2010-04-02 | 2010-08-25 | 清远市建巢工业设计有限公司 | Prefabricated reinforced concrete unit body for building and prefabricating method thereof |
| CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
| CN102061747A (en) * | 2010-12-22 | 2011-05-18 | 中国二十二冶集团有限公司 | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar |
| WO2011157228A1 (en) * | 2010-06-19 | 2011-12-22 | Zhang Peixia | Method for constructing permanent dwelling |
| CN102383598A (en) * | 2011-09-23 | 2012-03-21 | 中国十七冶集团有限公司 | Method for section construction of building project constructional column |
| CN102561554A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Joint for wallboard components of precast concrete shear wall structure |
| CN102561555A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Method for connecting wallboard components of precast concrete shear wall structure |
| CN102644382A (en) * | 2012-05-15 | 2012-08-22 | 黑龙江高格建材科技股份有限公司 | Mounting technology of large-module wall |
| CN103806657A (en) * | 2012-11-08 | 2014-05-21 | 中国二十冶集团有限公司 | Similar brick-concrete structure construction method of frame structure building |
| CN104264786A (en) * | 2014-09-29 | 2015-01-07 | 中铁四局集团有限公司 | Steel bar connection mode of precast concrete components and application thereof |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
| CN106638940A (en) * | 2016-12-30 | 2017-05-10 | 青建集团股份公司 | Fabricated high-rise residence precast concrete component construction method |
| WO2017173656A1 (en) * | 2016-04-08 | 2017-10-12 | 陈敬全 | Assembled building structure |
| CN109518838A (en) * | 2018-11-29 | 2019-03-26 | 承德绿建建筑节能科技有限公司 | A kind of construction for internal partition for building structure |
-
2006
- 2006-09-07 CN CNA2006101045429A patent/CN101139849A/en not_active Application Discontinuation
Cited By (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101812869A (en) * | 2010-04-02 | 2010-08-25 | 清远市建巢工业设计有限公司 | Prefabricated reinforced concrete unit body for building and prefabricating method thereof |
| CN101812869B (en) * | 2010-04-02 | 2012-06-20 | 清远市建巢工业设计有限公司 | Prefabricated reinforced concrete unit body for building and prefabricating method thereof |
| WO2011157228A1 (en) * | 2010-06-19 | 2011-12-22 | Zhang Peixia | Method for constructing permanent dwelling |
| CN101985856B (en) * | 2010-11-19 | 2014-04-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
| CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
| CN102061747A (en) * | 2010-12-22 | 2011-05-18 | 中国二十二冶集团有限公司 | Connection method of high-rise steel structure steel column base and bottom plate reinforcing steel bar |
| CN102383598A (en) * | 2011-09-23 | 2012-03-21 | 中国十七冶集团有限公司 | Method for section construction of building project constructional column |
| CN102561554A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Joint for wallboard components of precast concrete shear wall structure |
| CN102561555A (en) * | 2012-02-16 | 2012-07-11 | 同济大学 | Method for connecting wallboard components of precast concrete shear wall structure |
| CN102561554B (en) * | 2012-02-16 | 2014-04-02 | 同济大学 | Joint for wallboard components of precast concrete shear wall structure |
| CN102644382B (en) * | 2012-05-15 | 2014-07-23 | 黑龙江高格建材科技股份有限公司 | Mounting technology of large-module wall |
| CN102644382A (en) * | 2012-05-15 | 2012-08-22 | 黑龙江高格建材科技股份有限公司 | Mounting technology of large-module wall |
| CN103806657B (en) * | 2012-11-08 | 2016-02-03 | 中国二十冶集团有限公司 | A kind of class brick mix structure construction method of frame structure building |
| CN103806657A (en) * | 2012-11-08 | 2014-05-21 | 中国二十冶集团有限公司 | Similar brick-concrete structure construction method of frame structure building |
| CN104831811A (en) * | 2014-02-12 | 2015-08-12 | 赵光林 | Hollow reinforced concrete prefabricated wall body module |
| CN104831811B (en) * | 2014-02-12 | 2017-12-19 | 赵光林 | A kind of hollow armored concrete precast wall body module |
| CN104264786A (en) * | 2014-09-29 | 2015-01-07 | 中铁四局集团有限公司 | Steel bar connection mode of precast concrete components and application thereof |
| CN104264786B (en) * | 2014-09-29 | 2016-08-17 | 中铁四局集团有限公司 | The bar connecting mode of a kind of prefabricated concrete element and application thereof |
| WO2017173656A1 (en) * | 2016-04-08 | 2017-10-12 | 陈敬全 | Assembled building structure |
| CN106638940A (en) * | 2016-12-30 | 2017-05-10 | 青建集团股份公司 | Fabricated high-rise residence precast concrete component construction method |
| CN106638940B (en) * | 2016-12-30 | 2019-02-05 | 青建集团股份公司 | A kind of assembled high residential building concrete prefabricated element construction |
| CN109518838A (en) * | 2018-11-29 | 2019-03-26 | 承德绿建建筑节能科技有限公司 | A kind of construction for internal partition for building structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103422672B (en) | A kind of reinforced concrete precast assembling housing construction construction method | |
| JP3218530U (en) | Central assembly steel structure | |
| CN103015565B (en) | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method | |
| CN1112490C (en) | Hollow chamber member for built-in dense rib building plate | |
| CN102959162B (en) | Prefabricated wall panels | |
| US4219978A (en) | Pre-cast reinforced concrete building panel wall structure | |
| CN203247737U (en) | Light steel keel composite board partition wall | |
| CN202559569U (en) | Assembled monolithic self-insulation hidden dense rib light superposed floor slab | |
| US20090165399A1 (en) | Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling | |
| CN102116061B (en) | Masonry construction method for filling wall core pillar, core girder and building blocks into framework structure | |
| CN105317137B (en) | Precast wall body, wallboard and its construction method and prefabricated panel production method | |
| AU2013101343A4 (en) | Methods, systems and components for multi-storey building construction | |
| CN101748903B (en) | Structural system of industrial low storied dwelling | |
| CN104005502B (en) | A kind of precast light building cover board and industrialized building house floor slab structure | |
| US20070044392A1 (en) | Modular building construction employing concrete mold assembly | |
| CN102182260B (en) | Composite armored thermal insulation wall of foamed concrete and construction method thereof | |
| CN102071797A (en) | Fiber-reinforced plaster-free dismantle-free integrated heat-preservation template and exterior wall heat-preservation construction process | |
| CN101818539A (en) | Assembled integral building and construction method thereof | |
| CN104947792A (en) | Simply-built green light steel fabricated building and installation method | |
| CN100416010C (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN101319525A (en) | Externally reinforced concrete irrigated and heat preservation wall structure embedded energy-saving system and its construction method | |
| CN101858114A (en) | Construction method for cast-in-place integral light-weight partition wall | |
| US7908804B2 (en) | Structural lintel assembly and building construction method using the same | |
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN201217898Y (en) | Concrete prefabricated stairs |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20080312 |