CN103806531A - Modularized building - Google Patents
Modularized building Download PDFInfo
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- CN103806531A CN103806531A CN201410071355.XA CN201410071355A CN103806531A CN 103806531 A CN103806531 A CN 103806531A CN 201410071355 A CN201410071355 A CN 201410071355A CN 103806531 A CN103806531 A CN 103806531A
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Abstract
The invention relates to a modularized building which comprises a body, a bearing wall and a connecting column. The bearing wall is arranged in the body. The connecting column is used for connecting two office module buildings. The modularized building is characterized in that the body and a case of the bearing wall are prefabricated in a factory, concrete is poured into the body and the bearing wall on the construction site and the whole is of a cake shape.
Description
Technical field
The present invention relates to building field, particularly a kind of modular architectural.
Background technology
Existing construction method adopts cast-in-place existing cast formula, labor intensive material resources, and building time is long, and greatly, antidetonation fireproof performance is poor in climate impact, on the whole can not energy-conserving and environment-protective, construction efficiency is not high.
Modular architectural is a kind of emerging architectural structure system, and this system is using each room as a modular unit, all in factory, carries out Prefabrication, is transported to scene and is assembled into building integral by reliable connected mode after completing.Compared with the mode of construction of traditional architecture, the advantage such as it has can the reduction of erection time, use manpower and material resources sparingly, environmental protection, quality are superior.
But existing modular architectural adopts prefabricated panel and load-carrying members in factory, and then to on-site consolidation, this kind of method can cause building that intensity is not high, and that can not build is too high, and inner space is narrow and small; Some modular architecturals also adopt full steel structure, except the too high and inner space that can not build is narrow and small, also have fireproof performance poor, and for example, because World Trade Organization of U.S. mansion adopts full steel structure, result fragility before fire cannot withstand a single blow.
CN101208484A discloses a kind of modular architectural, and this modular architectural adopts collapsible, is similar to the operating principle of tent, can only be used for Interim use.
CN101307620A discloses a kind of modular architectural of frame type, this modular architectural adopts the mode of precast frame, can cause inner space narrow and small, and only adopt screw to be connected with steel disc between two module groups, lateral force intensity weakens greatly, also only can be used for temporary building.
Summary of the invention
The object of the invention is to improve existing modular architectural mode, thereby it can be used for a long time, and fire-proof and water-proof and environmental protection aspect achieve noticeable achievement.
And, the present invention also provide a kind of in factory pre-cast building non-bearing shell and parts, transport to behind job site, form the construction method of load bearing wall to reserved Concrete Filled district sprinkling irrigation concrete in shell.
In addition, the present invention provides again a kind of building structure of environmental protection, can be at least more energy-conservation more than 50% than common building, and can make cool in summer and warm in winterly, no matter when there is by day sunlight to enter to inject building interior.
Modular architectural according to the present invention is characterised in that: by main body 1, load bearing wall 4 and joint pin 3 form; Main body 1 and load bearing wall 4 shells are prefabricated in factory, and job site is to main body and the inner concrete perfusion of load bearing wall 4; Wherein, load bearing wall 4 is in main body 1 inside, and joint pin 3 connects two office building modules.
Main body 1 is divided into low layer main body 1-1 and high layer main body 1-2; Two kinds of main bodys are all by outward appearance wall 2, and ceiling 12 and ground 11 form, and main body 1 is cake type structure, and outward appearance wall 2 is shaped as cylindrical, and ceiling 12 and ground 11 are circular.
The central part of described low layer main body 1-1 is hollow structure, forms courtyard 5 forms, and wherein, courtyard 5 inside are equipped with the park class scenery such as pond artificial hillock;
High layer main body 1-2 has one along radius, the recess 8 that length is radius.
The outward appearance wall 2 of described low layer main body 1-1 from outside to inside structure is followed successively by: reflective insulation material, porous material, aerogel blanket, foam concrete fill area, add the strong concrete fill area of glass fiber, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber;
Form the ceiling 12 of low layer main body 1-1 and ground 11 from outside to inside structure be followed successively by: polyimides, aerogel blanket, foam concrete fill area, the strong concrete that adds glass fiber adds district, aerogel blanket, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber.
Form the ceiling 12 of high layer main body 1-2 and ground 11 from outside to inside structure be followed successively by: polyimides, aerogel blanket, foam concrete fill area, the strong concrete that adds glass fiber adds district, aerogel blanket, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber.
Described load bearing wall 4 from left to right structure is followed successively by polytetrafluorethylecoatings coatings, adds the polyimides of carbon fiber, and the strong concrete that adds glass fiber adds district, polytetrafluorethylecoatings coatings, the polyimides of interpolation carbon fiber; Load bearing wall 4 is in main body 1 inside, and formation triangle and circular layout.
Described joint pin 3 adopts manganese steel post, and joint pin is positioned at three angles of the equilateral triangle load bearing wall 4-1 of outward appearance wall 2.
Described load bearing wall 4 has: equilateral triangle load bearing wall 4-1 be cylindrical exterior wall 2 in connect equilateral triangle; Circular load bearing wall 4-2 is the inscribed circle of equilateral triangle load bearing wall; And in low layer main body 1-1 building, in also having in circular load bearing wall 4-2, meet the load bearing wall of falling equilateral triangle 4-3.
Described construction techniques is, pre-cast building non-bearing shell and parts in factory, transport to behind job site, forms load bearing wall 4 to reserved Concrete Filled district sprinkling irrigation concrete in shell.
In described construction method, leave Concrete Filled hole on the shell of main body 1, use wherein a part of hole to spray into concrete when filling, whether remaining hole is used for detecting concrete and fills in inner headspace; After filling, need to seal all holes, prevent from leaking, and will between ceiling 12 and ground 11, use fixing device, both sides are supported until concrete setting.
Described joint pin 3 adopts dislocation method, means: three joint pins 3 that simultaneously insert are not isometric, and while preventing from connecing next root steel column, there is junction at three places, and in same plane; If three are isometric, can cause the mechanical strength of junction greatly to decline, weaken for lateral pressure prevention ability, easily cause superstructure displacement.
The building structure of described environmental protection is the forms of several main bodys 1 after assembled, and wherein to adopt central authorities be leg-of-mutton hollow to low layer main body 1-1, and overall is that the structure of cake type builds; Adopting entirety to high layer main body 1-2 is the structure of cake type, but there is the recess 8 of a radius length, and when high-rise main body is assembled, two main bodys misplace slightly, make after assembled completing, from the appearance, recess 8 forms one and is similar to and is wrapped in architectural silk ribbon, makes no matter when to have sunlight to inject in courtyard 5 structures of low layer main body 1-1 from recess 8.
Particularly advantageously, a large amount of new materials in the present invention, have been used.
For example, the reflective insulation material using on the outward appearance wall 2 effectively solar heat of the visible ray to 400 ~ 1800nm scope and near infrared region carries out height and reflects, in reflective insulation material, introduce the transmission that air microporous layers that coefficient of thermal conductivity is extremely low completely cuts off heat energy simultaneously, the remarkable resistance of transmitting by reinforcing reflex solar heat and convection current like this, can effectively reduce radiant heat transfer and convection heat transfer' heat-transfer by convection, thereby reduce the thermal equilibrium temperature of body surface, can make 20 ℃ of the highest reductions of roofing temperature, interior temperature reduces by 5 ~ 10 ℃.The adiabatic grade of product reaches R-33.3, and heat reflectivity is 89%, and coefficient of thermal conductivity is 0.030W/m.K, and wherein, porous material can make reflective insulation material have larger coverage rate.
Preferably, heat insulating material, except reflective insulation material, also has aerogel blanket and foam concrete.
Preferably, fire proofing material is selected glass magnesium PLASTIC LAMINATED and polytetrafluorethylecoatings coatings.
Preferably, load-bearing material is selected the strong concrete that adds glass fiber.
Preferably, concrete fill area shell is selected the polyimides that adds carbon fiber.
Preferably, in high layer main body 1-2, outward appearance wall is selected the tempered glass that scribbles low-density reflective insulation material.
Accompanying drawing explanation
Describe in more detail the present invention below by preferred embodiment, described embodiment is schematically shown in the accompanying drawings, wherein:
Fig. 1 shows according to low layer main body plan view of the present invention.
Fig. 2 shows according to high layer main body plan view of the present invention.
Fig. 3 shows according to the sectional drawing along dotted line in low layer main body plan view of the present invention.
Fig. 4 shows according to the enlarged drawing between two main bodys of the present invention.
The specific embodiment
Shown in Figure 1 according to the low layer main body 1-1 plan view of modular architectural of the present invention.As Fig. 1, in low layer main body 1-1, comprise the outward appearance wall 2 as building integral profile, on outward appearance wall 2, there is a 7-1, there is the ridge 6 using as wind deflector on door 7-1 opposite, wherein, ridge 6 is 4-1 on equilateral triangle load bearing wall, same, on equilateral triangle wall, also there is a 7-2, there are three joint pins 3 at three angles of equilateral triangle load bearing wall 4-1, also has circular load bearing wall 4-2 in the inside of equilateral triangle load bearing wall, same, on circular load bearing wall, also there is a 7-3, at the inner load bearing wall of the falling equilateral triangle 4-3 in addition of circular load bearing wall, in del load bearing wall 4-3, be courtyard 5 structures.
The ridge 6 occurring in Fig. 1 uses as wind deflector, in the time that wind is blown into from door 7-1, during through ridge 6, is entered from two door 7-2 by shunting, plays the effect that purifies air in triangle load bearing wall 4-1 and circular load bearing wall 4-2.
In courtyard 5 structures that occur, can build park class scenery to reach the effect that building surface is lowered the temperature and purified air in Fig. 1.
The equilateral triangle load bearing wall 4-1 occurring in Fig. 1 and circular load bearing wall 4-2 and the load bearing wall of falling equilateral triangle 4-3 are stable structures in geometry, and circle being inscribed within equilateral triangle stable structure especially, plays the effect of antidetonation.
Same, in Fig. 1, door 7 also may reside on other limit of outward appearance wall 2 and equilateral triangle load bearing wall 4-1, and with door 7-1,7-2,7-3 in like manner, does not repeat one by one at this.
Shown in Figure 2 according to the high layer main body 1-2 plan view of modular architectural of the present invention.As Fig. 2, in high layer main body 1-2, comprise the outward appearance wall 2 as building integral profile, especially, on outward appearance wall 2, there is no door 7, but have recess 8; In outward appearance wall has, meet equilateral triangle load bearing wall 4-1, three angles of equilateral triangle load bearing wall 4-1 have on three joint pin 3, three limits and have a 7-2, also have circular load bearing wall 4-2 in the inside of equilateral triangle load bearing wall, same, also have a 7-3 on circular load bearing wall.
Especially, now, in high layer main body, 1-2 does not have courtyard 5 structures, and the sub-fraction in high layer main body of the patio areas in low layer main body 1-1 is recess 8, and all the other major parts are Administrative Area.
Shown in Figure 3 according to the sectional drawing of modular architectural of the present invention, this sectional drawing is cut open and is plotted along the dotted line in Fig. 1.As Fig. 3, be outward appearance wall 2 from left to right, joint pin 3, circular load bearing wall 4-2, the load bearing wall of falling equilateral triangle 4-3, wherein, has door 7 in the load bearing wall of falling equilateral triangle 4-3, then in dotted line, be courtyard 5 structures, then be the load bearing wall of falling equilateral triangle 4-3, circular load bearing wall 4-2, equilateral triangle load bearing wall 4-1, be finally outward appearance wall 2, wherein on outward appearance wall 2, have a 7-1.
As Fig. 3, load bearing wall top is ceiling 12, wherein, has ring 10 and continuous semicircle cylindricality 13 on ceiling; Load bearing wall below is ground 11, wherein on ground, has plug 9 and continuous semicircle cylindricality 13.
Shown in Figure 4 according to the enlarged drawing between two of modular architectural of the present invention main bodys, as Fig. 4, between two main bodys, there are four semicircle cylindricalitys 13, on the ceiling of a main body, there is therein ring 10, on the ground of another main body, there is plug 9, both sides are outward appearance wall 2.
The semicircle cylindricality 13 occurring in Fig. 4 is the buoyancy that utilizes wind to produce, two interaction forces between main body are declined, when wind is blown into along the direction of arrow after two semicircular cylindricality 13, can form circulation as shown in the figure, wind is gathered between two main bodys, larger buoyancy is provided, has effectively reduced the interaction force between two main bodys, particularly evident in high level.
The ring 10 occurring in Fig. 4 can play with joint pin 3 and similarly act on plug 9, in order to fix two main bodys and to leaving gap between two main bodys, prevents from being shifted and utilizes the buoyancy of wind.
Claims (11)
1. a modular architectural, especially for office building type, comprising:
Main body;
Load bearing wall; With
Joint pin forms;
Wherein, load bearing wall is in body interior, and joint pin connects two office building modules;
Described modular architectural is characterised in that:
Main body and load bearing wall shell are prefabricated in factory, and job site is to main body and the inner concrete perfusion of load bearing wall, and global shape is cake type.
2. modular architectural according to claim 1, is characterized in that: main body is divided into low layer main body and high layer main body; Two kinds of main bodys are all by outward appearance wall, and ceiling and ground form.
3. low layer main body according to claim 2, it is characterized in that: the outward appearance wall that forms low layer main body from outside to inside structure is followed successively by: reflective insulation material, porous material, aerogel blanket, foam concrete fill area, add the strong concrete fill area of glass fiber, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber;
Form the ceiling of low layer main body and ground from outside to inside structure be followed successively by: polyimides, aerogel blanket, foam concrete fill area, the strong concrete that adds glass fiber adds district, aerogel blanket, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber.
4. high layer main body according to claim 2, is characterized in that: the outward appearance wall construction that forms high layer main body is the tempered glass that scribbles low-density reflective insulation material;
Form the ceiling of low layer main body and ground from outside to inside structure be followed successively by: polyimides, aerogel blanket, foam concrete fill area, the strong concrete that adds glass fiber adds district, aerogel blanket, glass magnesium PLASTIC LAMINATED, polyimides and the polytetrafluorethylecoatings coatings of interpolation carbon fiber.
5. modular architectural according to claim 1, it is characterized in that: load bearing wall from left to right structure is followed successively by polytetrafluorethylecoatings coatings, add the polyimides of carbon fiber, the strong concrete that adds glass fiber adds district, polytetrafluorethylecoatings coatings, the polyimides of interpolation carbon fiber; Load bearing wall is in body interior, and formation triangle and circular layout.
6. modular architectural according to claim 1, is characterized in that: joint pin adopts manganese steel post.
7. main body according to claim 2, is characterized in that: outward appearance wall is cylindrical; Ceiling and ground are circular, and ceiling and ground be at rounded edge place with there is the continuous semicircle cylindricality of projection in hollow structure edge, have discontinuous discontinuous around central plug around having on central ring and ground on semicolumn pictographic element of a pictophonetic ceiling.
8. load bearing wall according to claim 3, it is characterized in that: equilateral triangle load bearing wall be cylindrical exterior wall in connect equilateral triangle, circular load bearing wall is the inscribed circle of equilateral triangle load bearing wall, and in low layer main body, also has the load bearing wall of falling equilateral triangle in circular load bearing wall.
9. joint pin according to claim 4, is characterized in that: joint pin is positioned at three angles of equilateral triangle load bearing wall.
10. modular architectural according to claim 1, is characterized in that, the central part of low layer main body is hollow structure, forms courtyard form; High layer main body has one along radius, the recess that length is radius.
11. provide a kind of construction techniques, and pre-cast building non-bearing shell and parts in factory, transport to behind job site, form load bearing wall to Concrete Filled district sprinkling irrigation concrete reserved in shell.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410071355.XA CN103806531A (en) | 2014-03-02 | 2014-03-02 | Modularized building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410071355.XA CN103806531A (en) | 2014-03-02 | 2014-03-02 | Modularized building |
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| CN103806531A true CN103806531A (en) | 2014-05-21 |
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| US20080209820A1 (en) * | 2005-06-16 | 2008-09-04 | Deployable Structures International Pty Ltd | Prefabricated Modular Building |
| CN101705726A (en) * | 2009-10-28 | 2010-05-12 | 陈星� | Cement thin-wall square tube assembling type wall body and construction method thereof |
| CN101761158A (en) * | 2010-01-05 | 2010-06-30 | 中国建筑第八工程局有限公司 | Method and structure for manufacturing shear wall |
| WO2012065534A1 (en) * | 2010-11-19 | 2012-05-24 | 清华大学建筑设计研究院有限公司 | Prefabricated reinforced concrete formwork and manufacturing method thereof, as well as building and construction method thereof |
| CN102605951A (en) * | 2012-02-28 | 2012-07-25 | 中核能源科技有限公司 | Construction method for steel plate concrete wall of primary loop cabin of high temperature gas cooled reactor |
| CN202519821U (en) * | 2012-02-28 | 2012-11-07 | 中核能源科技有限公司 | High temperature air-cool nuclear reactor primary loop cabin steel plate concrete wall body |
| CN103206021A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Wall insulation layer structure and construction method thereof |
-
2014
- 2014-03-02 CN CN201410071355.XA patent/CN103806531A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080209820A1 (en) * | 2005-06-16 | 2008-09-04 | Deployable Structures International Pty Ltd | Prefabricated Modular Building |
| CN101705726A (en) * | 2009-10-28 | 2010-05-12 | 陈星� | Cement thin-wall square tube assembling type wall body and construction method thereof |
| CN101761158A (en) * | 2010-01-05 | 2010-06-30 | 中国建筑第八工程局有限公司 | Method and structure for manufacturing shear wall |
| WO2012065534A1 (en) * | 2010-11-19 | 2012-05-24 | 清华大学建筑设计研究院有限公司 | Prefabricated reinforced concrete formwork and manufacturing method thereof, as well as building and construction method thereof |
| CN102605951A (en) * | 2012-02-28 | 2012-07-25 | 中核能源科技有限公司 | Construction method for steel plate concrete wall of primary loop cabin of high temperature gas cooled reactor |
| CN202519821U (en) * | 2012-02-28 | 2012-11-07 | 中核能源科技有限公司 | High temperature air-cool nuclear reactor primary loop cabin steel plate concrete wall body |
| CN103206021A (en) * | 2013-03-28 | 2013-07-17 | 苏州市世好建材新技术工程有限公司 | Wall insulation layer structure and construction method thereof |
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Application publication date: 20140521 |