CN200952187Y - Assembling building structural components - Google Patents
Assembling building structural components Download PDFInfo
- Publication number
- CN200952187Y CN200952187Y CN 200620079744 CN200620079744U CN200952187Y CN 200952187 Y CN200952187 Y CN 200952187Y CN 200620079744 CN200620079744 CN 200620079744 CN 200620079744 U CN200620079744 U CN 200620079744U CN 200952187 Y CN200952187 Y CN 200952187Y
- Authority
- CN
- China
- Prior art keywords
- floor
- partition board
- side fascia
- collar tie
- tie beam
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model belongs to the technical field of building materials and construction, in particular to an assembled building component and a field hoisting construction method. At present, wall is constructed by manual masonry and plastering, resulting in the problems of large labor intensity and waste of time and labor. The utility model involves industrial production of various building components and field hoisting and assembly of the building components. The technical project of the utility model is that the construction method comprises adjusting a support rod assembly to support a wallboard, pre-embedding screw nuts inside the lateral surface of each of a partition wall board and an external wall panel, connecting a screw with hook with an external shackle rib, inserting a column stud through an upper ring and a lower ring of the shackle rib, pouring fine aggregate concrete to form a structural column. The utility model has the advantages that the building materials such as wall board and floor slab are prefabricated and can be connected hermetically after assembly without plastering on two surfaces, and the field construction is safe and simple without needing template and has high overall strength and good earthquake-proof performance.
Description
One, affiliated technical field
The utility model relates to the technical field of building materials and industrialization of construction industry production, specially refers to the building member that can assemble that a kind of batch production is produced.
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 " small-sized fast-assembling light weight steel structure component of thing " 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 work 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 purpose of this utility model 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 utility model is to solve 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 the half hoop tendon 5 that external band annulus and band spiral shell are buckled, 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.
The technical solution adopted in the utility model 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 beneficial effects of the utility model are:
1. 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.
2. because the special construction of side fascia hollow structure, can in its hole, fill the thermal insulation light material during installation, as materials such as rock wool, perlite, vermiculite, polystyrene according to the local climate condition, be used to reduce building and use energy consumption, reach energy-conservation purpose.
When 3. 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.
4. 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.
5. 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.
6. according to designing requirement when casting ash wall body plate and floor, put into floor tile, furring tile 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.Help with adjustable support bar assembly when simultaneously body of wall is installed and adjust, this assembly of dismantling after last concrete collar tie beam solidifies, operation is easy, safe, reliably.
7. 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,, also saved the labour cost of installing/dismounting template and support so saved a large amount of templates and timbering cost usefulness.
8. 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
Below in conjunction with drawings and Examples the utility model is further specified:
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, are threaded 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 buckle bolt 15 connections with adjustable positive and negative spiral shell, 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.
The floor that need to prove the process waterproofing work that leaves the beard muscle in addition is exactly a roof panel, and roof panel is exactly that floor 6 is through the plate after the waterproofing work 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 with adjustable support bar 14 assemblies, install below each wallboard and place, right angle fixedly a leakproof blade angle mould 8 and a still open model of the column 3 of side fascia 2 between the grade beam; Quantitatively inject mortar 18 for each vertical cavity above wallboard, making wallboard bottom and grade beam through vibrating in conjunction with tight; In each collar tie beam groove above wallboard, place leakproof base plate 10 and reinforcing bar cage 9,, and stud 17 is connected with constructional column stud 17 on the grade beam with thread bush at the constructional column stud 17 of assigning double headed roller spiral shell button; 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 (3)
1, a kind of assembled building member, substantially be by the partition board that erects (1), the floor (6) of side fascia (2) and the horizontal positioned composition that is connected, it is characterized in that: partition board that erects (1) 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) side, the nut of buckle (13) is connected with threaded half hoop tendon (5) with external band annulus, join with adapter sleeve (4) between two half hoop tendons (5), insert constructional column stud (17) in the annulus up and down of its hoop tendon (5), the constructional column stud (17) of two interlayers connects with threaded sleeve; Floor (6) docking port that is connected on partition board (1) is reserved with and waters the cementation of fissures (12), all place leakproof base plate (10) and reinforcing bar cage (9) in the collar tie beam groove above partition board (1) and the side fascia (2), water in the collar tie beam groove and smash pea gravel concreten (11) formation collar tie beam; 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 plate hole cork stifled (7) be set in floor (6) connectivity port on the partition board (1), above between said partition board (1), side fascia (2) and the floor (6) by cast-in-place being connected and fixed of pea gravel concreten (11).
2, a kind of assembled building member according to claim 1, it is characterized in that: in described dismantled and assembled adjustable support bar (14) assembly, 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) fixedly erect by adjustable support bar (14).
3, a kind of assembled building member according to claim 1 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 is added the 10-15 millimeter.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620079744 CN200952187Y (en) | 2006-09-07 | 2006-09-07 | Assembling building structural components |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620079744 CN200952187Y (en) | 2006-09-07 | 2006-09-07 | Assembling building structural components |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200952187Y true CN200952187Y (en) | 2007-09-26 |
Family
ID=38810487
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620079744 Expired - Fee Related CN200952187Y (en) | 2006-09-07 | 2006-09-07 | Assembling building structural components |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200952187Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102695590A (en) * | 2009-11-30 | 2012-09-26 | 因内奥托雷斯有限公司 | Factory for the molding manufacture of precast concrete voussoirs for the construction of wind generator support towers |
| CN103758213A (en) * | 2014-01-26 | 2014-04-30 | 湖北弘毅钢结构工程有限公司 | Precise locating mounting connecting structure of assembled wall boards and beam body |
| CN110409700A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of prefabricated lining of combined type for assembled architecture |
| CN110965649A (en) * | 2019-12-20 | 2020-04-07 | 界首市天瓴建筑工程有限公司 | Supporting device for mounting building I-shaped steel column |
-
2006
- 2006-09-07 CN CN 200620079744 patent/CN200952187Y/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102695590A (en) * | 2009-11-30 | 2012-09-26 | 因内奥托雷斯有限公司 | Factory for the molding manufacture of precast concrete voussoirs for the construction of wind generator support towers |
| CN103758213A (en) * | 2014-01-26 | 2014-04-30 | 湖北弘毅钢结构工程有限公司 | Precise locating mounting connecting structure of assembled wall boards and beam body |
| CN103758213B (en) * | 2014-01-26 | 2015-09-23 | 湖北弘毅钢结构工程有限公司 | A kind of assembled wallboard and beam body precise positioning mounting connection structure |
| CN110409700A (en) * | 2019-07-25 | 2019-11-05 | 中国十七冶集团有限公司 | A kind of prefabricated lining of combined type for assembled architecture |
| CN110409700B (en) * | 2019-07-25 | 2021-09-28 | 中国十七冶集团有限公司 | Composite prefabricated inner wallboard for prefabricated building |
| CN110965649A (en) * | 2019-12-20 | 2020-04-07 | 界首市天瓴建筑工程有限公司 | Supporting device for mounting building I-shaped steel column |
| CN110965649B (en) * | 2019-12-20 | 2021-04-27 | 中国建筑第五工程局有限公司 | Supporting device for mounting building I-shaped steel column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101139849A (en) | Modular building component and on-site hoisting building method | |
| CN206070835U (en) | A kind of assembled architecture bottom composite floor | |
| CN103374986B (en) | A kind of multifunction combined light weight concrete construction curtain wall and preparation method thereof | |
| CN105064545A (en) | Assembled integral type masonry wall assembling structure and construction method thereof | |
| CN107780576A (en) | A kind of assembled architecture bottom composite floor and its connected mode | |
| CN105649360A (en) | Integral assembling type building system and installing method | |
| CN108005387B (en) | Synchronous construction method for cast-in-place main body of assembled wallboard and short-limb shear wall | |
| CN101967851A (en) | Board-mixing structure assembly type house and building method thereof | |
| CN105863110A (en) | Modular assembling type cold-bent thin-wall type steel wall board structural system | |
| CN1800531A (en) | Joint construction method of prefabricated composite bearing wall structure | |
| CN206016309U (en) | A kind of overall assembled building system | |
| CN103590486B (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN105672664A (en) | Integral heat insulation wallboard building system | |
| CN200952187Y (en) | Assembling building structural components | |
| CN111593941B (en) | Prefabricated quickly-assembled enclosing wall structure and construction method thereof | |
| CN211874116U (en) | Assembled enclosure | |
| CN204753834U (en) | Partition plate of scissors stair and connection structure of floor roof beam | |
| CN109267578B (en) | Inclined plane plain concrete structure and construction method thereof | |
| CN114658141B (en) | T-shaped constructional column and independent foundation connection structure of assembled composite wallboard and manufacturing method | |
| CN110593397A (en) | Multilayer assembled plate type building | |
| CN115534095A (en) | Assembled counter-beating prefabricated part and production process thereof | |
| CN202577741U (en) | Sintering-free mortar perlite hollow large wallboard | |
| CN210482370U (en) | Assembled interior wall of track traffic | |
| CN211200692U (en) | Multilayer assembled plate type building | |
| CN210049489U (en) | Steel concrete combined frame column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |