CN101294419A - Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate - Google Patents
Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate Download PDFInfo
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- CN101294419A CN101294419A CNA2007100348325A CN200710034832A CN101294419A CN 101294419 A CN101294419 A CN 101294419A CN A2007100348325 A CNA2007100348325 A CN A2007100348325A CN 200710034832 A CN200710034832 A CN 200710034832A CN 101294419 A CN101294419 A CN 101294419A
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Abstract
A novel method for rapidly assembling a low-cost energy-saving house with precast columns, beams and slabs comprises the steps of preparing house columns, beam molds and built-in reinforcing steel bars or profiled steel bars, pouring concrete grout into the molds, high-speed rotating in a centrifuge, curing, and demolding to obtain precast reinforced concrete columns and beam components; and inserting the precast columns on a cup foundation element, passing the precast beams through the preformed pores on the precast column, lapping precast floor slabs on the precast beams, and embedding wall slabs inside the embedding grooves of the precast beams, so as to form the major structure of the rapidly assembled low-cost energy-saving house. The inventive method has the advantages of application to industrial production, no air holes in components, high density, high strength, long service life, standardized production, low production cost, low time and raw materials consumption, rapid house construction speed, and high quality; and is a novel energy-saving house construction method in the construction field.
Description
Technical field:
The present invention relates to a kind of house building method, be specifically related to a kind of with prefabricated post, beam, plate novel method for quickly assembling low-cost energy-saving house.
Background technology:
The existing building technology has building block formula, cast-in-site steel concrete formula, steel work formula etc. by classifying with material, but shortcoming is separately all arranged.For example the maximum building block formula of accounting example is built, and builds a house to develop into stone, earth walling in early days from the mankind and extensively adopts brick or building-block walling load-bearing lid building now.Reinforce with reinforced concrete circle beam and constructional column, build multistoried building, having shortcoming is that the manpower consumption amount is big, room building block total amount is big, and freight volume is big, and the body of wall floor space is big, reduced firmly chamber area, window can not be excessive, causes depth narrow and account for house site more, also make exterior wall surface long-pending and effectively live the chamber area than very much not insulation and take air conditioning energy consumption more.Cast-in-site reinforced concrete building template consumption is big, and loading and unloading hand labor amount is big, and under atmospheric pressure the fluid concrete pore is many at the scene, loose, intensity is low with the reinforcing bar adhesion stress is limited, so have to adopt the fertile beam slab of thick post, cause waste of raw materials big, long construction period, cost is higher.Full steel structure building invar material compressive resistance is limited, and no concrete increase compressive strength heightens and the cost height steel consumption amount, and do not prevent fires, shortcoming such as not antirust.Along with modernization is accelerated, urban population increases sharply, people's living standard improves constantly, housing quality is required also in continuous enhancing, and building speed does not catch up with market demand speed, in addition standardized administration many reasons such as lack experience, cause the room rate difficulty that year after year goes up to be fallen, numerous middle and low income groups worry because of the room of cannot afford, and cause the concern of the whole society of both the central and local governments, and quickly assembling low-cost energy-saving house becomes the technical problem that the building field engineers and technicians need to be resolved hurrily.
Summary of the invention:
Technical problem to be solved by this invention is: solve the problem that above-mentioned prior art exists, and provide a kind of industrialized mass production, the assembly pore-free, density is big, the intensity height, the life-span is long, the standardization manufacturing, the cost cost is low, the material-saving that saves time, the speed that builds a house is fast, the quality height, the energy-conservation saving labour cost that saves land effectively solves usefulness prefabricated post, beam, the plate novel method for quickly assembling low-cost energy-saving house of middle and low income group's housing need.
The technical solution used in the present invention is: at first make the house post, beam mould and built-in reinforcing bar or angle steel, channel-section steel, i iron, shaped steel, and fluid concrete is starched in mould, rotate in the centrifuge high speed, take off after the curing and touch, become prefabricated reinforced concrete column, beam, be reserved with the installation hole on the prefabricated post, be reserved with caulking groove on the precast beam, prefabricated post is inserted on the rim of a cup basic part then, precast beam passes prefabricated post heart reserving hole, and precast floor slab rides on the precast beam, and wallboard is embedded in the caulking groove of precast beam, so assembling is fixing, promptly becomes the low-cost energy-saving house main structure body of quick assembling.
In the technique scheme, prefabricated post adopts hollow column.
In the technique scheme, prefabricated post, beam are square, circular, I-shaped, rectangle, square trough of belt or T-shaped etc.
The present invention initiates employing hydrodynamics, pours into a mould house components such as various high strength high-quality reinforced concrete posts, beam in batches in precast yard, with precast floor slab, wood-based plate, glass etc., is assembled into framework light board formula low layer, multilayer or high-rise building on-site.Since the present invention be industrialization, mechanization, in enormous quantities, prefabricated all the room members of standardization, the hand labor amount significantly reduces, the duration shortens greatly, does not consume and touches plate, raw material do not have waste, environmental protection.Technology of the present invention is compared with existing building block formula, cast-in-site steel concrete or all steel formula building, cost can reduce 30-50%, and can adopt the large-area glass door and window, increases the depth width, the exterior wall area subtracts and energy-conservation than greatly with living space, and daylighting is good and pleasant.
Modern age engineering fluid mechanics, being successfully applied to the centrifugal force cast pore-free under suitable tens atmospheric pressures, big density, high strength, long-life train rim, roll, cast iron pipe and steel concrete upper and lower conduit, electric pole etc., is to carry out in circle or the conical molds but centrifugal casting in the past only limits to profile.Characteristics of the present invention are when grasping concrete grout, physical state belongs to fluid, fluid does not have fixed shape, shape is difference with the difference of container form, as long as thereby design and water ditch, can fill concrete grout in moulds such as axis of rotation plane difform post far away, beam, shape is not necessarily circular or conical in the mould, in the mould shape to be designed to rectangle, square, flute profile or other shape also passable.The acceleration that is produced when centrifuge rotates is during greater than concrete grout acceleration of gravity, form hollow tube chamber thereupon, solid particle is because of bigger than great centrifugal force in the concrete grout, be compressed in axis of rotation mould far away, and moisture and air bubble are squeezed in the place discharge nearer from the axle center because of the little centrifugal force of proportion is little, the concrete of staying in the mould becomes solid state, its shape is the various posts of the interior different profiles of mould just, room members such as beam, grasp this characteristics, almost the various posts of present all different profile sizes, the all available different sizes of room members such as beam, different moulds horizontal, tilting or vertical centrifuge pour into.The concrete detailed calculated method of need centrifugal force size can be with reference to " engineering fluid mechanics " books during cast.
Advantage of the present invention is as follows:
1, save time, the speed that builds a house is fast.The present invention utilizes present precast yard ability to produce and is about various required post beams below 12 meters, building high level can several spreading, transport to the building site, post is inserted the rim of a cup basic part, and beam penetrates the post heart and becomes framework, floor on the framework upper berth, embedded folder wood-based plate of beam groove or glass plate, become wall or door and window, therefore a building main house body structure can be finished in several days or tens days, and conventional art building block method or cast rule need half a year and even several years durations just can finish.And the present invention is subjected to seasonal effect little.
2, material-saving.The present invention is higher by 1/3 than the intensity of present lash method cast with post prefabricated under the big pressure, Liangqi concrete strength, and can reduce post beam cross-sectional area and weight, the present invention is a Light weight wall slab in addition, changed the fat body building law of the fertile thick wall of beam of the thick post of existing building block method or cast-in-site method, conservation of raw material is more than 1/3.
3, improved floor space.The present invention replaces thick brick wall with the thin plate wall, and effectively floor space has improved 5%-8%, and the present invention, spreads floor and promptly can obtain the positive balcony in front and back as long as outer about 1.2 meters of post is stretched out in transverse beam because of adopting column-beam frame.
4, save land.Adopt the inventive method, can thoroughly eliminate tradition and burn the primitive method that common brick is ruined ground.The conventional art building block building is by wall load-bearing room body, and having limited window can not be excessive, thereby causes the room body narrow deeply, and residence group floor space is excessive and waste soil with effective building ground.The present invention adopts column-beam frame, post load-bearing room body, and front and back all can be adopted and be landed glass plate door and window wall, and daylighting is good, and depth can be widened 50-100% again, saves the room floor space.
5, energy-conservation.Because depth is wide, exterior wall surface amasss and lives the chamber area than reducing, and presses thermal technology principle, and the indoor heat insulating performance becomes corresponding proportion to improve, and can save air conditioning energy consumption in a large number.
6, save labour cost.Existing building block or cast-in-site, cost of labor accounts for significant proportion in the cost of a building.Prefabricated units assembled house of the present invention is because of mechanization high-quality production in enormous quantities, and labour cost can reduce 70%.
7, cost is low.The present invention by the material-saving that saves time, saving of labor, save land, comprehensive assessments such as energy-conservation, high-quality, living space raising, prefabricated building member assembled house cost is expected to reduce 30-50% than existing building method.
8, social benefit is good.The present invention's mechanization in factory is produced the room member in enormous quantities and is transported to assembled on site, make building construction by manual building block or semi-hand semi-mechanization cast-in-site enter into the production efficiency height, the speed that builds a house is fast, high-quality, the energy-saving and cost-reducing industrialization of more science that cost is low build a house the epoch, help solving numerous middle and low income groups and buy house, make the people all over the world that suitable house all be arranged.
Description of drawings:
Fig. 1 is the present invention's prefabricated post, beam, the quick package system structural representation of plate
Fig. 2 is a frame structure building profile schematic diagram of the present invention
Fig. 3 is the energy-conservation low cost post of the wide depth of platoon of the present invention, beam, plate assembling building floor map
Fig. 4 inserts the room body schematic cross section of rim of a cup, the beam prick post heart, plate embedding beam groove for post of the present invention
Fig. 5 is a centrifugal casting rectangle hollow rod structure schematic diagram
Fig. 6 is a centrifugal casting beam schematic cross section
Fig. 7 to Figure 15 is centrifugal casting profile steel concrete column, beam schematic cross section
The specific embodiment:
Referring to Fig. 1-Fig. 7, centrifugal casting reinforced concrete hollow rectangular column of the present invention, mainly be widely used as Lou Zhu from now on, but some little pillar also can adopt hollow column for fat-reducing, Lou Zhu bears deadweight and is connected all room body gross weights that transmit with beam in column-beam frame Light weight wall slab room, be most important room member, can adopt the horizontal centrifuge cast.Indication centrifuge essence of the present invention is the at a high speed revolving drum and the plant equipment thereof of rotation, and the mould of precast beam, post is installed in rotation at a high speed in the revolving drum, and in mould fluid concrete, shaped steel such as reinforcing bar or angle steel, channel-section steel, i iron are installed in the mould.Plant equipment can be referring to electric pole precast yard equipment, and similar to prefabricated concrete wire pole, difference is that the revolving drum inner chamber is the rectangular tube mould, rather than the conical tube mould of cast electric pole.Horizontal centrifuge is poured into a mould hollow building post cross sectional representation as shown in Figure 5.
For Lou Zhuneng install crossbeam, in length and breadth, lintel, tie-beam etc., before cast on every floor Duan Zhu all with the mould plug in the beam hole, watered to tie when Lou Zhu draws off and taken out the mould plug, just be reserved with on the post and wear the beam hole.If need other column type, post looks, only need increase mould.Can precast bracket post, cap post or other art sculpture pattern post, the advantage of precast hollow post is: 1, the post beam is assembled into framework, the post beam intersects the slit on each node, can reserve the perforation silt particle of pouring water from shell of column top and starch in the hollow lumen, fills the node slit; 2, alleviate prefabricated post weight, be convenient to transportation.
Precast beam, solid post: pour into a mould the beam and the solid post of various profiles and size, the centrifuge instrument of employing is similar to the casting cement electric pole.As shown in Figure 6, be arranged in shaped steel, reinforcing bar beam column, skeleton in the mould after, pouring cement sandstone are starched in the revolving drum, start centrifuge and rotate at a high speed, shut down after the dehydration degassing moulding.Unclamp revolving drum halves connecting screw rod, draw off precast beam.Once pourable two beams of this equipment or many beams.If change beam mould into the solid post mould, once also can pour into a mould two posts or many posts, if the mould of a plurality of beams or post is arranged symmetrically on the revolving drum inner chamber circumference, mould as Fig. 6 post, moment took off when mould can draw off prefabricated component vertically downward after pouring, and fell on the car below the revolving drum, can obtain many posts, beam column product, transport to and store the place, efficient improves greatly.
Rapid assembling house: each patten is made rim of a cup shape, then prefabricated post is inserted, and be mounted in the rim of a cup, as shown in Figure 4, beam traverses in the looser preformed hole of post, and exposed crotch steel part is arranged at the beam bottom, aim at and insert in the post hollow cavity, there is exposed steel part beam and post junction, after the post beam aligned position, with the naked steel part welding of post beam.Again in the post to the hollow cavity silt particle slurry blocking slit of pouring water, the post beam is firmly connected.Every prefabricated post beam size, length need by design and transportation mounting condition and deciding.Increase equally with concrete wire pole, multilayer or highrise building also can be reserved exposed steel part in the post beam end, when many of needs are increased lengthening, can weld and are linked to be integral body.Fig. 3 is assembled into framework with the prefabricated post beam earlier, repaves the floor plan of precast floor slab.Fig. 4 be again cross skirt groove beam on the post, door and window is crossed groove beam, little upright pillar, is embedded in the prefabricated concrete hollow slab party wall at the transverse beam groove again, is embedded in structural glass or various artificial precast plates etc. at the longitudinal beam groove, makes the locellus partition wall.
In the specific embodiment of the invention, Fig. 1 is for assembling beam, plate, the post chassis body structural system schematic perspective view of putting up.Fig. 2 is for adopting frame structure building outline drawing of the present invention.Fig. 3 is post of the present invention, beam, plate assembling building plan view, among the figure 1---prefabricated post, 2---prefabricated crossbeam, 3---prefabricated longeron, 4---precast floor slab.Fig. 4 is a package assembly longitudinal profile schematic diagram of the present invention, among Fig. 4, and 1---prefabricated post; 2---prefabricated crossbeam, this prefabricated crossbeam is the trough of belt spandrel girder; 5---the longeron hole is worn in the reservation in the prefabricated post; 6---pre-buried steel part pad; 7---hollow wall panel or glass; 8---the door lintel of trough of belt; 9---door; 10---doorframe column; 11---trough of belt skirt beam; 12---the rim of a cup basic part.Fig. 5 is a centrifugal casting rectangle hollow rod structure schematic diagram of the present invention, among the figure 13---revolving drum, 14---die coat, 15---steel concrete column, 16---four detachable moulds.Fig. 6 is centrifuge cast beam schematic cross section, among the figure, and 13---revolving drum, 17---beam first half mould cover, 18---beam Lower Half mould cover, 19---revolving drum halves connecting screw rod, 20---detachable post mold cover, 21---the post mold support, 22---detachable template.Fig. 7 to Figure 15 is the various profile steel concrete column beam of a centrifugal casting schematic cross section, Fig. 7 is the square post of angle steel concrete hollow of centrifugal casting, Fig. 8 is a centrifugal casting reinforced concrete hollow garden post, Fig. 9 is the solid square column of centrifugal casting angle steel concrete, Figure 10 is a centrifugal casting steel concrete I-shaped beam, Figure 11 is centrifugal casting i iron concrete beam or post, Figure 12 is centrifugal casting i iron concrete trough of belt beam or post, Figure 13 is centrifugal casting rectangular solid reinforced concrete beam or post, Figure 14 is a centrifugal casting T-steel concrete beam, and Figure 15 is square solid reinforced concrete beam of centrifugal casting or post.
Claims (3)
1, a kind of prefabricated post of using, beam, the plate novel method for quickly assembling low-cost energy-saving house, it is characterized in that at first making the house post, beam mould and built-in reinforcing bar or angle steel, channel-section steel, i iron, shaped steel, and fluid concrete is starched in mould, rotate in the centrifuge high speed, take off after the curing and touch, become prefabricated reinforced concrete column, beam, be reserved with the installation hole on the prefabricated post, be reserved with caulking groove on the precast beam, prefabricated post is inserted on the rim of a cup basic part then, and precast beam passes prefabricated post heart reserving hole, precast floor slab rides on the precast beam, wallboard is embedded in the caulking groove of precast beam, and so assembling is fixing, promptly becomes the low-cost energy-saving house agent structure of quick assembling.
2, according to claim 1 with prefabricated post, beam, plate novel method for quickly assembling low-cost energy-saving house, it is characterized in that prefabricated post adopts hollow column.
3, according to claim 1 with prefabricated post, beam, plate novel method for quickly assembling low-cost energy-saving house, it is characterized in that prefabricated post, beam are square, circular, I-shaped, rectangle, square trough of belt or T-shaped.
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| Application Number | Priority Date | Filing Date | Title |
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| CNA2007100348325A CN101294419A (en) | 2007-04-27 | 2007-04-27 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
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| Application Number | Priority Date | Filing Date | Title |
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| CNA2007100348325A CN101294419A (en) | 2007-04-27 | 2007-04-27 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
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| CN101294419A true CN101294419A (en) | 2008-10-29 |
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| CNA2007100348325A Pending CN101294419A (en) | 2007-04-27 | 2007-04-27 | Novel method for quickly assembling low-cost energy-saving house with prefabricated pole, beam, plate |
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| CN115450472A (en) * | 2021-06-08 | 2022-12-09 | 吴忠来 | Assembled concrete structure villa |
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2007
- 2007-04-27 CN CNA2007100348325A patent/CN101294419A/en active Pending
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