CN102787651A - Prefabricated plate combined house - Google Patents

Prefabricated plate combined house Download PDF

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Publication number
CN102787651A
CN102787651A CN2011101311413A CN201110131141A CN102787651A CN 102787651 A CN102787651 A CN 102787651A CN 2011101311413 A CN2011101311413 A CN 2011101311413A CN 201110131141 A CN201110131141 A CN 201110131141A CN 102787651 A CN102787651 A CN 102787651A
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CN
China
Prior art keywords
prefabricated component
prefabricated
component assembly
wall
assembly
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.)
Pending
Application number
CN2011101311413A
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Chinese (zh)
Inventor
赵宏忠
仝庆
魏久才
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.)
TIANJIN ZHONGJIN BOAO HEAVY INDUSTRY MACHINERY CO LTD
Original Assignee
TIANJIN ZHONGJIN BOAO HEAVY INDUSTRY MACHINERY 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 TIANJIN ZHONGJIN BOAO HEAVY INDUSTRY MACHINERY CO LTD filed Critical TIANJIN ZHONGJIN BOAO HEAVY INDUSTRY MACHINERY CO LTD
Priority to CN2011101311413A priority Critical patent/CN102787651A/en
Publication of CN102787651A publication Critical patent/CN102787651A/en
Pending legal-status Critical Current

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Abstract

A prefabricated plate combined house comprises a base portion, a vertical wall portion, a roof portion and a step prefabricated part 3. The base portion consists of a strip footing prefabricated part assembly A and a base plate prefabricated part assembly B, the vertical wall portion consists of a front vertical wall prefabricated part assembly C, a rear vertical wall prefabricated part assembly D, a left-right side wall prefabricated part assembly E, a partition wall prefabricated part assembly F and a connecting beam prefabricated part assembly G, wherein heat preservation benzene plates are built inside prefabricated parts. The roof portion consists of a roof prefabricated part assembly H and glass fiber tiles 42. Embedded locking sleeves 30 are built inside the prefabricated parts, and the prefabricated parts are connected and fixed through locking bolts 31 and rotation-preventing gaskets 32. The prefabricated plate combined house is quick and convenient to assemble, low in cost and capable of achieving two-time removing cycle use and simultaneously achieving high strength, heat preservation and shock resistance.

Description

The precast plate modular house
Technical field
The present invention relates to a kind of modular house, be specially the house that a kind of concrete reinforcement precast plate assembling combination forms.
Background technology
Modular house has been widely used in many fields, and it is simple in structure, is easy to assembling, characteristics such as with low cost, but can only solve the housing need of various interim or short-terms.
Therefore along with the increase of urban population, the fast development of people's living standard is had higher requirement to the living space, is pursuing novel and diversified while, also require house building firmly, fast to reach the life-span long.Existing simple combination formula house can not satisfy the requirement of permanent inhabitation, and the high cities and towns large tracts of land that is inappropriate for of some wooden villa type modular house costs is promoted.
Summary of the invention
The object of the present invention is to provide a kind of assembling quick, with low cost, satisfy the modular house of high-strength, insulation, antidetonation simultaneously.Urban Large scale dwelling construction relatively, the dwelling construction in rural area is at random unordered, through popularization of the present invention, can effectively change the present situation that grange falls behind; The construction of force urges new socialist countryside is arranged, have high social value.
The present invention is batch production production, and product component is unified, and the product design size is convenient to transportation.Traditional unshared housing is built a house, change the intensive production of factory into, improved efficiency of construction, practice thrift a large amount of social labor power.And fundamentally eliminated traditional brick and tile and fired, for protecting farmland and environment has played impetus energetically.
But the present invention is the demolition-style permanent construction, and its structure has reached antidetonation, insulation, heat insulation, waterproof and requirement such as attractive in appearance, significantly improves urban residents' living quality; And the life-span is long, also can realize the strange land migration, thereby the generation of having stopped building waste meets national recycling economy development direction.
The present invention is the prefabricated component modular house, and it comprises whole load receiving part itemize base prefabricated component assembly A, base plate prefabricated component assembly B; Front vertical wall prefabricated component assembly C, back wall prefabricated component assembly D, left and right sides side wall prefabricated component assembly E; Vertical partition wall prefabricated component assembly F; Tie-beam prefabricated component assembly G, prefabricated roof assembly H, step prefabricated component 3 and each prefabricated component connect the fixedly attachment bolt of usefulness;
The bar base prefabricated component that at first will be used for the whole load-bearing in house is put in ground smooth, compacting; Load-bearing bar base is formed by a plurality of rectangle strip prefabricated component composite assemblies; Bar base prefabricated component connecting portion is designed with the taper detent mechanism and accurately locatees, and is fastening with connecting between each base with attachment bolt then;
The base plate prefabricated component is tiled in bar base prefabricated component top, and the adjustment position is connected fixing with attachment bolt with reaching the base plate prefabricated component between the base plate prefabricated component with bar base prefabricated component;
The left side wall is combined into by three blocks of prefabricated components, and forming height is the house inside height, is cast with splice sleeve in the prefabricated component, with attachment bolt prefabricated component is connected fasteningly, forms whole left side of face wall;
The front and back wall is combined into by the polylith prefabricated component; Carry out assembly unit from left to right simultaneously; Relate to the assembly unit of vertical partition wall in the assembly unit process; It is fastening that vertical partition wall prefabricated component and base plate prefabricated component and front-back wall prefabricated component are connected with attachment bolt, assembles right side wall prefabricated component at last, the main body wall assembled in house;
The roof, house is combined into by the polylith prefabricated component, and every block of prefabricated component all is connected fasteningly with wall with attachment bolt, and also connect fastening between the prefabricated roof with attachment bolt;
Also be designed with tie-beam between wall and the roof, be connected fasteningly between roof and vertical partition wall with bolt, improve the house integral intensity greatly.
Adopt the taper location structure accurately to locate between each prefabricated component of the present invention, and adopted the connection form of service sleeve, be convenient to construction, assembling, reduced the assembling difficulty and the construction cost in house greatly.The present invention compares with existing modular house has higher structural strength, and the bonding strength between each prefabricated component is high, and the antidetonation grade can reach more than seven grades.The present invention be applicable to all kinds of cities and towns and country house etc. independently, permanent building construction.
Description of drawings
Fig. 1 is a front view of the present invention;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the A-A sectional view of Fig. 1;
Fig. 4 is the B-B sectional view of Fig. 1;
Fig. 5 is a bolted-on attachment composition between prefabricated component;
Fig. 6 is the D-D sectional view of Fig. 3;
Fig. 7 is a bar base prefabricated component assembling sketch map;
Fig. 8 is base plate prefabricated component assembling sketch map;
Fig. 9 is left side wall prefabricated component assembling sketch map (right side wall structure and a left side wall symmetry);
Figure 10 is vertical partition wall prefabricated component assembling sketch map;
Figure 11 is a rear side wall prefabricated component assembling sketch map;
Figure 12 is tie-beam prefabricated component assembling sketch map;
Figure 13 is front side wall prefabricated component and step prefabricated component assembling sketch map;
Figure 14 is prefabricated roof assembling sketch map;
Figure 15 is prefabricated component seam figure;
Figure 16 is the prefabricated component cut-away view;
Figure 17 is the 3-D solid structure figure of this modular house.
Sequence number is among the figure: 1. right front wall prefabricated component down; 2. wall prefabricated component in right front; 3. step prefabricated component; 4. wall prefabricated component in left front; 5. left front wall prefabricated component down; 6. left front limit wall prefabricated component; 7. the left side is beam prefabricated; 8. roof A piece prefabricated component; 9. roof B piece prefabricated component; 10. roof C piece prefabricated component; 11. roof D piece prefabricated component; 12. middle side bar prefabricated component; 13. roof E piece prefabricated component; 14. roof F piece prefabricated component; 15. beam prefabricated of the right; 16. right front limit wall prefabricated component; 17. front vertical wall prefabricated component; 18. middle wall prefabricated component; 19. back wall prefabricated component; 20. preceding vertical partition wall prefabricated component; 21. middle vertical partition wall prefabricated component; 22. back vertical partition wall prefabricated component; 23 platter prefabricated components; 24. big base plate prefabricated component; 25. back wall A piece prefabricated component; 26. back wall B piece prefabricated component; 27. back wall C piece prefabricated component; 28. back wall D piece prefabricated component; 29. back wall E piece prefabricated component; 30. pre-buried locking sleeve; 31. lock bolt; 32. spline packing ring; 33. connecting angle; Article 34, basic A piece prefabricated component; 35. bar base B piece prefabricated component; 36. bar base C piece prefabricated component; 37. bar base D piece prefabricated component; 38. bar base E piece prefabricated component; 39. bar base F piece prefabricated component; 40. bar base G piece prefabricated component; 41. bar base F piece prefabricated component; 42. glass watt.
The specific embodiment
The present invention; Comprise bar base prefabricated component assembly A; By two left back (right front) wall bar base prefabricated components 38, two left front (right back) wall bar base prefabricated components 36, a left side (the preceding right side) bar base prefabricated component 34 after two, right (a preceding left side) bar base prefabricated component 41 after two, (back) discal patch base prefabricated component 35 before two, four limit tie-beam prefabricated components 37, four compartmentation strip base prefabricated components 39, two middle tie-beam prefabricated components 40, structure as shown in Figure 7 connects fixes.
Base plate prefabricated component assembly B is laid on bar base prefabricated component top, is connected with bar base prefabricated component and fixes, and by six blocks of platter prefabricated components 23 and three blocks of big base plate prefabricated components 24, structural configuration as shown in Figure 8 is formed.
Side wall prefabricated component assembly E is as shown in Figure 9 in the left and right sides, is connected respectively by front vertical wall prefabricated component 17, middle wall prefabricated component 18 and back wall prefabricated component 19 and fixes, and the wall that assembles is connected fixing with bar base prefabricated component, and the wall of the left and right sides is a symmetrical structure.
Vertical partition wall prefabricated component assembly F structure and left and right sides side wall prefabricated component assembly E structural similarity, shown in figure 10, assembled by preceding vertical partition wall prefabricated component 20, middle vertical partition wall prefabricated component 21 and 22 3 of back vertical partition wall prefabricated components, is connected with compartmentation strip base prefabricated component 39 and fixes.
Back wall prefabricated component assembly D forms shown in figure 11 by five, assemble the back wall in order, and back wall is connected with the bar base to be fixed, and bolt is connected and fixes between back wall and left and right sides wall and the vertical partition wall.
Front vertical wall prefabricated component assembly C by about before down the wall prefabricated component, about before interior wall prefabricated component, front, left and right sides wall prefabricated component form front wall, the hole of door and window is reserved in assembly unit.Front wall is installed left side beam 7, middle side bar 12 and the right beam 15 with wall top, back and is strengthened fixing.
After the main house body wall installs, lifting prefabricated roof assembly H.This modular house is the ridge design of slope, pinnacle, and top, every slope is made up of six blocks of prefabricated components, and is fixing with interconnecting between the prefabricated roof, and the roof is connected with bolt with left and right sides wall to be fixed, and roof and vertical partition wall grip with connecting angle 33.
Exterior wall and house top board, base plate all adopt the reinforced concrete prefabricated board structure in the present invention, and inside is added with insulation layer, reach good house insulation effect.Be marked with pre-buried locking sleeve in the prefabricated component, can directly be connected fixingly, quick and easy for installation between plate and the plate with lock bolt, intensity is high.Each prefabricated component seam crossing is designed with the location frustum and joinery and its construction prevents dislocation.
After this modular house assembling is accomplished; Install and fix door, window in reservation place of door, window, the internal pipeline in house has been done pre-buried processing, lays effectively waterproof of glass watts 42 on the prefabricated roof surface; And reduce rainwater or hail and beat the noise that produces on the roof; Exterior wall is handled more attractive in appearance through embossing, only need pass through indoor decoration again, can move in.

Claims (5)

1. precast plate modular house; It is characterized in that; It comprises bar base prefabricated component assembly (A), base plate prefabricated component assembly (B), front vertical wall prefabricated component assembly (C), back wall prefabricated component assembly (D), left and right sides side wall prefabricated component assembly (E), vertical partition wall prefabricated component assembly (F), tie-beam prefabricated component assembly (G), prefabricated roof assembly (H) and step prefabricated component (3); Pre-buried locking sleeve (30) has been built in said prefabricated component inside, adds spline packing ring (32) with lock bolt (31) between each prefabricated component and connects fixing.
2. precast plate modular house according to claim 1 is characterized in that, insulation benzene plate has been built in the prefabricated component inside of said front vertical wall prefabricated component assembly (C), back wall prefabricated component assembly (D) and left and right sides side wall prefabricated component assembly (E).
3. precast plate modular house according to claim 1 is characterized in that, said prefabricated roof assembly (H) top overlays layer of glass fiber watt (42).
4. precast plate modular house according to claim 1 is characterized in that, the steel pipe buried in advance processing has been adopted in said prefabricated component inside in the composition house.
5. precast plate modular house according to claim 2 is characterized in that, the wall outer side of said front vertical wall prefabricated component assembly (C), back wall prefabricated component assembly (D) and left and right sides side wall prefabricated component assembly (E) has been carried out the embossing processing.
CN2011101311413A 2011-05-20 2011-05-20 Prefabricated plate combined house Pending CN102787651A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011101311413A CN102787651A (en) 2011-05-20 2011-05-20 Prefabricated plate combined house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011101311413A CN102787651A (en) 2011-05-20 2011-05-20 Prefabricated plate combined house

Publications (1)

Publication Number Publication Date
CN102787651A true CN102787651A (en) 2012-11-21

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061407A (en) * 2012-12-15 2013-04-24 黄昆 Prefabricated house building and building method thereof
CN104009431A (en) * 2013-02-21 2014-08-27 任丘市永基建筑安装工程有限公司 Pre-embedding technology of electrical appliance pipeline and synthetic concrete
CN104420575A (en) * 2013-09-01 2015-03-18 孙善骏 Notch plate, bevel plate and jointed plate matched with cylindrical container combination unit combined body
CN109252681A (en) * 2018-10-09 2019-01-22 鼎宸建设管理有限公司 A kind of shockproof installation method of prefabricated roof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1095785A (en) * 1993-03-23 1994-11-30 金灵柱 The wallboard of prefabricated housing
US5950374A (en) * 1993-07-08 1999-09-14 Leftminster Pty Ltd. Prefabricated building systems
CN2900656Y (en) * 2006-03-17 2007-05-16 陶伦 Convenient house
CN101215933A (en) * 2008-01-15 2008-07-09 马春东 Chamber type combined light residential building
CN201121365Y (en) * 2007-10-29 2008-09-24 黄敏光 Fast assembling type recording studio
CN201411783Y (en) * 2009-05-25 2010-02-24 雅致集成房屋股份有限公司 Box type combined house with convenient disassembly and assembly
CN201826393U (en) * 2010-03-31 2011-05-11 徐州九鼎建设集团有限公司 Assembled movable house
CN202187423U (en) * 2011-05-20 2012-04-11 天津中金博奥重工机械有限责任公司 Precast panel combined house

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1095785A (en) * 1993-03-23 1994-11-30 金灵柱 The wallboard of prefabricated housing
US5950374A (en) * 1993-07-08 1999-09-14 Leftminster Pty Ltd. Prefabricated building systems
CN2900656Y (en) * 2006-03-17 2007-05-16 陶伦 Convenient house
CN201121365Y (en) * 2007-10-29 2008-09-24 黄敏光 Fast assembling type recording studio
CN101215933A (en) * 2008-01-15 2008-07-09 马春东 Chamber type combined light residential building
CN201411783Y (en) * 2009-05-25 2010-02-24 雅致集成房屋股份有限公司 Box type combined house with convenient disassembly and assembly
CN201826393U (en) * 2010-03-31 2011-05-11 徐州九鼎建设集团有限公司 Assembled movable house
CN202187423U (en) * 2011-05-20 2012-04-11 天津中金博奥重工机械有限责任公司 Precast panel combined house

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103061407A (en) * 2012-12-15 2013-04-24 黄昆 Prefabricated house building and building method thereof
CN104009431A (en) * 2013-02-21 2014-08-27 任丘市永基建筑安装工程有限公司 Pre-embedding technology of electrical appliance pipeline and synthetic concrete
CN104420575A (en) * 2013-09-01 2015-03-18 孙善骏 Notch plate, bevel plate and jointed plate matched with cylindrical container combination unit combined body
CN109252681A (en) * 2018-10-09 2019-01-22 鼎宸建设管理有限公司 A kind of shockproof installation method of prefabricated roof
CN109252681B (en) * 2018-10-09 2021-08-17 广东博智林机器人有限公司 Quakeproof installation method of roof prefabricated member

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Application publication date: 20121121