CN1189561A - Building construction method - Google Patents
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- CN1189561A CN1189561A CN97100396A CN97100396A CN1189561A CN 1189561 A CN1189561 A CN 1189561A CN 97100396 A CN97100396 A CN 97100396A CN 97100396 A CN97100396 A CN 97100396A CN 1189561 A CN1189561 A CN 1189561A
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Abstract
A building is made of modular parts in the absence of special tools.Its wall locks include a thick, insulating mixture of a cementitions material, polystyrene, and organic fiber aggregates capable of retaining water. A floor is built by spanning foundation beams with floor trusses that have a key along their espective top and by sliding modular floor panels between contiguous floor trusses. A roof is made in a similar manner by sliding modular roof panels between contiguous roof trusses. Tensioning rods are extended from a top surface of the walls to the building foundation to compress the walls. Door and window openings are framed with special channels that facilitate door and window installation.
Description
The present invention relates to build the method and the device thereof in low-cost house, more specifically say, relate to a kind of module house building that had not both required that special instrument did not also need special skills.
People have made to make great efforts in a large number to provide commercial inexpensive building structure and low-cost commodity room for many years.The patent that relates to this structure or house is often all mentioned and will be used cement material, and this mainly is because this material cost is lower.In general, house component is at first prefabricated, fits together on the building site then.The house component size can be smaller, and slag fragment of brick for example also can be very big, for example whole face wall plate or floor.
The patent that relates to large size prefabricated relatively member building technology has U.S. Patent No. 3,979,863 (people such as He Li applications, couple together with bolt in abutting connection with wallboard), No.5,150,552 (David A Zhake applications, whole wallboard or prefabricated, or cast at the scene form), and No.4,443,985 (More's promise applications, house component comprises precast concrete beam, column and floor slab).
Relate to the small size building unit, for example the patent of slag brick body has No.5, and 024,035 (people such as applicant Han Xun, building unit is connected to each other by the glossal canal combination, so do not need mortar, be only limited to wall construction), No.3,600,862 (applicant Ai Kete), and No.4,884,382 (applicant He Erbin) also have some other certainly.
Some other inventor has developed lightweight building unit, and this helps building operation, and this member has excellent heat insulation property.This member is disclosed in following United States Patent (USP): U.S. Patent No. 4,831,802 (people such as applicant's clo Mu Liqi, the member skin is shaped by brick clay commonly used, and the second layer, just isolation layer is formed by clay and expanded vermiculite), No.4,306,395 (applicant Ka Pingte utilizes the bulky grain polyvinyl chloride to be dispersed in the water-bearing concrete compound), No.3,653,170 (applicant Xie Kele, heat insulation organic foam material are clipped in the middle of the member masonry part), No.5,290,356 (applicant Fu Langkesiji admixes the scrap rubber bits that reclaim in the concrete-like material).
Although these previous creation have advanced Building technology after they occur, most in them have the workman of skill to finish arrangement works, but also will utilize some special tool(s)s.For example, building unit normally links together with bolt, or engages one another with mortar.The more important thing is that the method for how correctly to assemble these members is not very clear, so need acquainted building consultant to instruct in the working site in the whole working time.In addition, there is this architectural design not indicate how door and window is installed, so when the workman need install door and window, also must ask experienced door and window erector to instruct.
In addition, also do not consider or almost do not consider how to utilize by various waste materials, comprise not heat insulation constructional materials of making up to now.
The above-mentioned prior art of overview, next to the those of ordinary skill of building field when the present invention finishes, how further to advance Building technology to be not very clear.
The present invention will solve an open question for a long time exactly: just can finish house building cheaply without special tool(s) and know-how workman.
The invention provides a kind of bonding component for building, wherein the shared weight ratio of concrete material is about 7%～65%, concrete material is to select from the concrete material class, the concrete material class comprises portland cement (portland cement), rubble cement (Masonry cement), alumina cement, magnesium cement, the calcium semihydrate does not dissolve hard burnt plaster, and various mixtures between them; Filler accounts for weight ratio and is about 2%～80% in the bonding component, and filler is by selecting in the earthfill rockfill concrete riprap RCC material, and they include the recovery polyvinyl chloride, new polyvinyl chloride, vermiculite, the timber of chopping reclaims timber, string, reclaimed waste paper, cement fragment, glass, rubber reclaims glass fiber, microfine silica, polypropylene, coal ash, flying dust, flue is removed ashes, paper mill waste material, the paper mill scrap iron, iron, carbon steel, steel, bronze, aluminium, aluminium block, plumbous aluminum oxide, emergy, aloxite (AI, rock piece, and their various mixtures; Water accounts for weight ratio and is about 10%～35% in the bonding component.The power absorptive capacity of this bonding component is about 75 pounds/inch
2To 2000 pounds/inch
2In most preferred embodiment of the present invention, the binding material composition is as follows: portland cement is about 7%～65%; Vermiculite is about 1%～20%; Polyvinyl chloride is about 1%～20%; Water is about 15%～35%, and above ratio is weight ratio (down together); The power absorptive capacity of this binding material is about 100～2000 pounds/inch
2And in a better embodiment, the binding material composition is as follows: portland cement is about 7%～65%; Vermiculite is about 1%～20%; Polyvinyl chloride is about 1%～20%; Polyvinyl chloride is about 1%～20%; Water is about 15%～35%; This binding material power absorptive capacity is about 100 pounds/inch
2The binding material composition is among the other embodiment: portland cement is about 7%～65%; The ore waste material is about 20%～80%; Glass is about 20%～80%; Sand is about 20%～80%; Water is about 10%～35%; The power absorptive capacity of this binding material is about 500～5000 pounds/inch
2At last, in another most preferred embodiment of the present invention, the binding material composition is: portland cement is about 10%～65%; Polyvinyl chloride is about 2%～60%; Sand is about 15%～50%; Water is about 15%～35%; The power absorptive capacity of this binding material is greater than 900 pounds/inch
2
The invention provides a kind of building structure of being made up of building unit, this member has the brick shape, the stone shape, the ash scoriform, a thick-layer heat-barrier material is posted in the front of timber shape or other Common Shape then, and heat-barrier material comprises that one or more can form the auxiliary element of strong bonding agglomerate, that for example reclaim or new polyvinyl chloride, vermiculite and the organic fiber agglomerate that can keep moisture, Qie Sui timber for example, the timber of recovery, string, reclaimed waste paper etc.
Another practice is, positive backing need not be made by heat-barrier material, and it can be made of waste material, and for example the broken rubble after the earthquake comprises broken concrete, glass, rubber, polyvinyl chloride etc.The bonding compound of vermiculite and polyvinyl chloride also can be applied.This mixture has good seismic resistance, so be suitable for being used in the Shockproof house structure; This material can also float, and therefore uses in floods.When the vermiculite that is mixed with pitch when market is available mixed with polyvinyl chloride, this material showed a kind of waterproof cement performance, and has good fire prevention and heat-proof quality.
Another kind ofly make that to close in the material of making non-heat insulation bonding filler be the ettle that stores in the mining area.For example in Africa, a large amount of ettles can be used for into wall member of the present invention, corner member, and floor tile.Certainly also can adopt ordinary Portland cement.But it is considered herein that, need the people in house will utilize local available waste materials to join in the binding mixtures at far zone, so that be used for into building unit of the present invention.
Building unit is made respectively to come out in a model.The material that at first will form the member front is added in the model, adds the bonding compound then, and it is made up of following: the timber of chopping, the timber of recovery, and the paper fiber, or only use lumber fibre, or other organic fiber filler, add pure polyvinyl chloride new or that reclaim again, vermiculite, fragment etc.Food granule is unique material of forming new bonding filler that is unwell to.
Each member has an end face and a bottom surface, a pair of side, and an outside and an inner face.It is wavy that the last bottom surface of each member preferably makes heartstrings, and they can be locked mutually and sting when these members are vertically piled up like this; Corrugatedly be stretched over outside place from inner face always; This makes has relative slip between the phase Kuai, a state in the Zhou Dynasty member in the vertical, but does not have in the horizontal or on the side direction.When earthquake took place, this member can be strengthened building structure, made it avoid destroying.
Other fit shapes that makes the member interlocking will be done explanation more completely also all within the scope of the invention below.
Each member all is provided with a middle opening, when member is piled up, has just formed an aperture of vertically stretching like this.In first embodiment (wall in the building structure is supporting the weight on top), a microscler bracing piece is inserted and is through in the described mesopore, so that antagonism is at bending force or the tensile force piled up on the member.Be provided with a latch hook every a segment distance at the place, basis in house along house length and width direction, when body of wall was erect, this latch hook and mesopore coincide.So after body of wall was erect, bracing piece put down by mesopore, it cooperates with latch hook on the top down; Top extends on it, is processed into screw thread, like this, just can strain bracing piece as long as rotation is processed threaded handle with described inside of going up the top engagement.Concrete is injected mesopore, thereby bury described bracing piece, finish metope work.
Each member also is provided with groove in its opposite flank, and the width of groove is half of mesopore, and the adjacent members combination time will constitute a concrete jointly and accepts the hole like this, the width in this hole and mesopore the same.Bracing piece also can be by these lateral aperture and the latch hook engagement that is distributed on the basis.
At first, also can on the inner surface of each wall body construction, form the groove of a vertical stretching, so after these a plurality of members are vertically piled up mutually, the common microscler groove that vertically stretches that forms on the body of wall inner surface just.Secondly, ground similar to the above also can form the groove of a horizontal stretching on each wall body construction inner surface, so forming the groove that a microscler along continuous straight runs stretches on complete body of wall inner surface.The horizontal stretching groove is the formula of opening with the vertical stretching groove and is connected, and like this, electric wire, water supply pipe etc. just can be installed in the described groove, and dry wall or other suitable lid body of wall of being installed on the inner surface of component cover.
The opening of door or window is to form like this, reserves the suitable space of a size, serves as a contrast on the base and opposed side edges in described space with end guide groove spare and side guidance spare then, and guide groove spare is by a par and a pair of perpendicular to forming of par of all-in-one-piece sidewall.The vertical direction scope of door and window opening is to cover by described side guidance spare flat is stacked on the opening opposite side, and the sidewall of so described side guidance spare just partly covers the member outer wall and the inwall of adjacent openings.Open lower side is to be stacked on the open lower side by the flat with end guide groove spare to cover, so the sidewall of guide groove spare of the described end just partly covers the member outside and the inner face of adjacent openings.
Reveal guide groove spare has the projection of a vertical split hinge of prepackage on it, and this guide groove spare vertically is arranged in the door opening, so that hang common door.Door upper rail spare and lower guide channel spare also have projection, but do not have hinge, and lower guide channel spare flatly is arranged on the top and the base of door opening on the door, and projection constitutes the block of door like this.
The window guide groove spare of analog structure includes the parallel projection of a pair of vertical stretching, the predetermined distance of being separated by between them, and window frame (comprising pane) can slide between parallel projection like this.
For providing this guide groove spare, door and window construction just no longer needed skilled door and window erector.
Except two exceptions, the basis in new house is to use shape always basically.The first, the basis the top make corrugated, perhaps make other shape so as with the wall body construction basal surface of piling up on it on corrugated or other form fit.The second, in the key dimension scope, its relatively part the inside edge equi-spaced apart be provided with slit, each described slit is the formula of opening with basic end face and is connected, and a desired depth is arranged, this degree of depth does not stretch by the basis.Flatly plate girder is across between the relative part in basis, and its opposed end is housed in the slit slidably.The vertical direction size of the ground plate girder of horizontal setting equals slit depth, so be housed in the upper surface flush on opposite end with the basis of the truss in the slit.
Whole top edge along each ground plate girder is provided with a wedge incessantly, and described wedge is upwards protruding slightly from truss.The plate that each piece is made up of a plurality of level lands plate has two opposed edges, and the latter cuts out a wedge road so that be installed in described wedge slidably, and this template is adjacent to install between the plate girder by it is slided into.The guide end of adjacent plate and trail that end can be the lapping shape or by slip feather structure and interlocking.
In first embodiment, microscler corner fittings is stacked and placed on the inside and outside upper edge of the top member that constitutes body of wall respectively.Corner fittings is connected to each other by flat cross-piece to the distribution equi-spaced apart separately along it.Upright installation contact pin is fastened on the cross-piece of preliminary election, horizontal so just being covered by these installation contact pin of being separated by.Each contact pin has the hole, and the head part truss is similar to the floor lattice construction like this, can be connected by bolt, or tighten up with other method.
Roofing slab is provided with the wedge road at its two relative edges edge place, slide on this wedge road once microscler wedge, but the soffit broad in lid wedge road that is to say, is wider than the soffit in floor member wedge road.The width of this increase makes roofing slab wedge road play the effect of gutter channel flow pipe between adjacent row's roofing slab.Roofing slab guiding side is a lapping with trailing side.The configuration of the roofing slab should make water can flow to the gutter channel flow pipe, that is to say that the middle part of each plate is thicker than its edge part, and water just flows to described edge part like this, and enters described gutter channel flow pipe.The gutter channel flow pipe is sent water into gutter channel, and the latter's structure also is new structure.
Roofing slab also can be used as raw sheet or replaces plate and be used in the existing building structure.New top panel embeds band and is installed on the roof boarding on existing roof, and the mode that new roofing slab slips into the position has detailed description subsequently.New roofing slab is a fireproof, and can ad infinitum continue with going down.New roofing slab also can include above-mentioned heat-barrier material.New another advantage of roofing slab is not need know-how and special tool(s) to install.
In a second embodiment, body of wall does not support the weight of roofing.Roof weight but go up the horizontal cement beam of installing by body of wall top and bear.Described beam is given weight transmitting in the vertical pillars structure, and the column member is given basis and footing with weight transmitting.In the present embodiment, anti-bending measure assembles squarely with bar with a plurality of bands of longitudinally separating and realizes.Being fixed on bottom on the flat board of first group of bar.And the latter is placed on the architecture basics.Described flat board need not to be connected on the described basis.More particularly, each all is fixed tightly in bottom by on basis and the reinforcing bar that goes out of dull and stereotyped convexity.In addition, similar bar assembly flatly is placed in the top of structure wall, and as the part of roof structure, this will be described in more detail below.
Second embodiment also comprises the measure that is installed in heating and air-conditioning duct structure.In such an embodiment, do not adopt the corner fittings on the body of wall of being installed among first embodiment.But use a microscler par mud beam, with it along on the outward flange that is placed in body of wall on the wall size, so that form an outer body of wall for pipeline configuration.The one long cement beam with ＂ L ＂ configuration is placed in described member top, but steps back a little than member inward flange, and the short leg of ＂ L ＂ just flushes with a level board like this, and the inner face of wall body construction is located in this level board.So, when dry wall or other body of wall covering are stacked on the wall body construction inner face by suitable mode, crossing a space between the long leg of described body of wall covering with regard to body of wall covering and ＂ L ＂ shape plate, the space that crosses so just forms a pipeline.
Beam support roof weight.Described, the compressive strength of the wall body construction of present embodiment can be less than the compressive strength of the load bearing wall member among first embodiment.Like this, except that the top food particle of mentioning, any filler all can be used to make the wall body construction that adopts among second embodiment.
Space between outer beam and the ＂ L ＂ shape inner beam is that the above-mentioned anti-bending bar combination that links together is occupied, and compound rod is located horizontal level in the space.The connection contact pin of one perforate all is housed on each described band, and roof truss just is fixed tightly in the described contact pin, and this is the same with the first embodiment situation.
Thereby can see that primary and foremost purpose of the present invention provides new member and new assemble method, the cost of house building work be reduced, and do not need know-how personnel and special tool(s), thereby advanced Building technology.
Another free-revving engine provides a kind of building unit, and this member has new composition, and in light weight, and heat-proof quality is good, but also has other desired feature.
Along with this manual launches, these and other objects of the present invention, feature, that advantage will become will be more clear.
Therefore the present invention includes the construction feature, the combination of assembly and the arrangement of member, and these will be by the example explanation in following building.
Now in conjunction with the accompanying drawings the present invention is elaborated, so that better understand essence of the present invention and purpose.
Fig. 1 is the building structure perspective illustration that new method is made according to the present invention;
Fig. 2 is the basic component plan view of structure shown in Figure 1;
Fig. 3 is the phantom drawing of one of basic component shown in Figure 1;
Fig. 4 is the plan view of the grade beam of basic component supporting shown in Figure 2;
Fig. 5 is the ground plate girder plan view of grade beam supporting shown in Figure 4;
Fig. 6 is the phantom drawing of building structure shown in Figure 1 different phase in building course;
Fig. 6 A is applied in the another kind of phantom drawing that the nutted rod method is installed among Fig. 6 embodiment;
Fig. 7 is the phantom drawing that the ground panel cooperates with ground shown in Figure 5 plate girder;
Fig. 8 is the ground panel plane figure by floor shown in Figure 5 truss support;
Fig. 9 is the plan view similar in appearance to structure shown in Figure 1, at least showing some piles up on grade beam shown in Figure 4 so that form the building unit of body of wall, illustrate how to reserve exit window with and door use opening, and the situation of this structural floor after showing all ground panels and installing;
Figure 10 is the roof truss plan view by wall support among Fig. 9, also shows the fastening accessory thereon of roof truss;
Figure 11 is new roof structure phantom drawing;
Figure 12 is the roofing slab plan view of roof truss supporting shown in Figure 10;
Figure 13 is the phantom drawing of structure shown in Figure 1 when building according to second embodiment of the invention, shows each different phase in the architectural process;
Figure 14 separates the lateral view of situation with shock-damping structure for basic component shown in Figure 2 and grade beam shown in Figure 3;
Figure 15 is a structure vertical view shown in Figure 14;
Figure 16 is a designs simplification phantom drawing shown in Figure 14 and 15.
The present invention relates to build the method and apparatus in low-cost house, as aforementioned, this house comprises the building module structure, thereby neither needs the know-how personnel, does not also need special tool(s). The present invention also relates to the binding material composition, this composition is of great use in the methods of the invention. Binding material composition of the present invention holds facile packing material by Concrete Material, water and one or more and forms, and will do the blow by blow explanation below. The amount of each component that adopts in the binding material composition can in very large range change, and will depend on to a great extent the desired density of cement products and weight characteristic, and the occasion of cement products application. In addition, the ultimate constituent also will depend on obtainable cheaply packing material to a great extent, and the latter gives the desired density of final binding material composition, weight and useful performance and characteristics, such as damping property and durability. Binding material composition of the present invention is adopted as that the known method of those of ordinary skill prepares in cement industry and the building industry.
Those of ordinary skill is known in building industry and the cement sectors, before the present invention occurs, believes that generally the concrete material composition that is used for preparing member and other structural member in building industry requires to have high absorbability. For example, it is generally acknowledged and to stand to be about 100～500 pounds/inch2The concrete material composition of power is unwell to as structural member and is used in this industry. Surprisingly, because the unique property that concrete material of the present invention becomes branch to have, suction capacity only is about 100～400 pounds/inch2Member and other structural member but the utmost point purposes is arranged. Particularly, the power absorbability of some concrete composition of the present invention 100 a pounds/inch2Be mixed with can swim in waterborne, and in case stressedly surpass 100 pounds/inch2Then be fragmented into dust. These characteristics have very big superiority, and it is low to be not only the concrete composition cost of manufacture, but also can be used in flood district and earthquake territory. The floatability of concrete material composition of the present invention is so that can reuse member after floods. In addition, broken minute property of concrete material composition of the present invention reduced because the injures and deaths that earthquake causes the building element structural collapse to bring.
Some helper components can also be added, such as adhesive, plasticizer etc. in concrete material of the present invention. Adhesive comprises aluminous cement, magnesium phosphate cement, other inorganic cement and polymer cement. Plasticizer has poly cyanamid formaldehyde and the sulfonation cycloalkanes formaldehyde of sulfonation, and these say it all is known for those of ordinary skills. Generally do not wish to add helper component because some helper component price is excessively expensive, and the other component known be carcinogenic substance. But, in concrete material composition of the present invention, do not require and use these auxiliary elements. The present invention also has a unexpected advantage, Here it is, and concrete material composition of the present invention still has above-mentioned desirable characteristic in the situation that does not add these helper components, thereby reduce cost, reduce this concrete material of production and add the harm that the assisted group sense of propriety brings for health of human body.
For the present invention, hold facile packing material and can have insulative properties, these materials include, but are not limited to, that reclaim and new polyvinyl chloride, vermiculite can keep the organic fiber filler of moisture, for example shreds timber, reclaim timber, string, reclaimed waste paper etc. Perhaps, hold facile filler and also can possess heat-proof quality. For example, holding facile filler can give the concrete material composition other desired characteristic that obtains. As aforementioned, holding facile filler can be such as showy property, and shock absorption or other desirable characteristic such as comminuted are given the concrete material composition. These characteristics have more importance for developing country because these countries lack resource and/or financial resources produce and/or purchase traditionally commonly used, expensive construction material. Other holds facile filler and also comprises some waste materials, such as broken rubble after the earthquake, cement fragment, glass, rubber, polyvinyl chloride reclaims glass fibre, particulate silica, polypropylene, coal ash, flying dust, chimney is scraped chalk dust removing, the paper mill waste material, comprise the paper mill scrap iron, metallic fiber comprises iron, carbon steel, copper, bronze, aluminium, aluminium block, plumbous aluminum oxide, corundum, melting vanadine, rock block etc.
The term ＂ concrete ＂ that uses in this specification or ＂ coagulation great soil group ＂ material are understood to include any water material, are a slurry when this material begins, in case cure just becomes a kind of solid shape, and the material of basic homogeneous. Concrete comprises hydraulic cement, Portland cement for example, slag cements, alumina cement, magnesium cement etc.; Also comprise gypsum, for example the calcium hemihydrate does not dissolve anhydrite etc.
The ＂ that uses in this specification builds concrete ＂ by laying bricks or stones and is interpreted as the special concrete of a class, and they are applied in the mortar of masonry project. This concrete of building by laying bricks or stones has more plasticity than the easier operation of Portland cement. Build concrete by laying bricks or stones and be similar to the waterproof Portland cement, and other class is built concrete by laying bricks or stones and comprised and be mixed with white lime, crushed stone lime stone, the Portland cement of diatomite and slag sand. In addition, that use in this specification and build concrete ＂ by laying bricks or stones as the term ＂ that building industry and cement sectors are accepted and represented the another kind of concrete that is different from ＂ Portland cement ＂ one word used herein.
The example that now provides some concrete material compositions further specifies the present invention, but these examples are not determinate, do not limit the scope of the invention.
Example 1:
Weight percentages of components
Concrete seven～65
Polyvinyl chloride 1～20
Vermiculite 1～20
Water 15～35
Example 2:
Weight percentages of components
Concrete seven～65
Polyvinyl chloride 1～20
Vermiculite 1～20
Water 15～35
Above-mentioned listed concrete material composition is used for producing construction flood district or the employed structural member in cheap house, earthquake zone.This material composition can float waterborne, in addition, surpasses 100 pounds/inch when it is stressed
2The time, this material just is ground into dust.
Example 3:
Weight percentages of components
Concrete seven～65
Above-mentioned concrete material composition is used for production and comprises structural element such as wall body construction, roofing slab and quoin.
Example 4
Weight percentages of components
Polyvinyl chloride 15～50
Water 15～35
Above-listed concrete material composition is used for the grown place plate, and it can stand greater than 900 pounds/inch
2Power.
Although having mentioned the embodiment that lists in this manual is most preferred embodiment, but those of ordinary skills know, can make an amendment to embodiment does not exceed spiritual essence of the present invention with conversion, thereby these change and conversion all falls within the scope of the present invention.
Now consult Fig. 1, from Fig. 1 as seen, the embodiment of the invention is whole to indicate with label 10.
Build one and resemble the house that has simple shape the house 10, the step of beginning is that cement components 22 is placed on the suitable ground by distribution allocation plan shown in Figure 2 location; Different distribution allocation plans is used in the difformity house.Another kind method is to excavate shrinkage pool, then cement or other suitable concrete product are filled in the hole so that produce identical structure, but this method advantage is that the last end face of each member 22 is flushed with ground.
Fig. 3 at length shows member 22.The metal latch hook member 24 that is the U of falling ＂ ＂ shape is imbedded its relative termination of laterally separating in the cement, and after theing cement solidifies, latch hook member 24 just can not take off from cement more like this.These latch hook member are applied in the back step of this new method.
Then with a plurality of microscler grade beam 26 cross connection types be placed in the phase Kuai, a state in the Zhou Dynasty between the grade beam 22, as shown in Figure 4.Two opposite end portions at each grade beam are provided with groove 28, thereby make the grade beam can be from the top near latch hook member 24.In this step of this method, also angle support member 12 is installed to each place, angle of structure.
In addition, equidistantly be provided with a plurality of grooves 30 at the inboard place of the upper surface of each grade beam of vertically settling 26 along this beam longitudinal size.
Two opposite end portions of the ground plate girder 32 that will laterally settle then put into groove 30, as shown in Figure 5.
The optimum structure of each ground plate girder 32 is illustrated among Fig. 6.As mentioned above, in 32 liang of opposite end portions of truss inserting groove 30 that the inside top surface place forms on grade beam 26, the part 27 that each grade beam upper surface is not provided with groove is corrugated.
The upper surface of each member 40 and downside all make corrugated 41, so that mate with the corrugated 27 on grade beam 26 upper surfaces, and mate with the corrugated on other member.This laid dry interlocking structure of member help to prevent the relative grade beam of member and mutually between along the horizontal slip of ripple axis of symmetry.
Fig. 6 B is depicted as other match surface shape 43, and these shapes can be used for substituting corrugated surface 41.All use the interlock mode of interlocking coupling face all in scope of the present invention.
Consult Fig. 6 again, flute profile doorframe 42 has a planomural 44 and a pair of relative sidewall 46, and planomural is covered with the end of member 40, and sidewall then is covered with the outside and the inner face at place, the contiguous described end of described member.All be provided with a stile 48 on each planomural 44, hinge just is fastened on the described stile 48.Doorframe also has a head part and end part 52 and 54 respectively, also has door shield 56,58 on the end part of top.Like this, even non-know-how personnel also can install the door on this doorframe; All need be done reserves the opening of above-mentioned door exactly when piling up member 40, then that opposite side frid 42 and head part and 52,54 assemblings of end part is in place.The back is simple affairs again: utilize screwdriver that door is connected on the hinge 50.
The mounting method of window is basic identical.Only be provided with single projection on doorframe, promptly stile 48, and each opposite side frid of a formation window assembly part has two projectioies 49,51, and they are separated parallel to each other, and this can be better understood from Fig. 9.Complete sash assembly is introduced between the projection 49,51 slidably, and then installs inverted draw cut spare 52, makes its bridge joint on the side channel plate.
Body of wall 14 construct require height after beginning roof construction work.Can know from Fig. 6 and to see that microscler corner fittings 60 and 62 is covered with the inside and outside top edge of overhead 40 respectively; Described corner fittings is by being connected to each other along equidistant flat horizontal fitting 64 spaced apart on its size.The upright hyoplastron 66 of installing is fastened on the horizontal fitting 64 of preliminary election, so that make described installation hyoplastron is housed on the body of wall of laterally being separated by.Have the hole on every hyoplastron, as shown in the figure, roof truss just can connect with bolt like this, perhaps adopts additive method fastening.
The next step of new building method is a step of utilizing steel reinforcing body of wall 14.In first embodiment of the invention, this step is to finish by allowing the hook-type lower end of each latch hook member imbedded 24 and a microscler nutted rod 68 hook together, and the top of microscler nutted rod 68 is fixed tightly on the horizontal fitting 64.Say that more specifically as shown in Figure 6, each horizontal fitting 64 all has the hole, so that allow the threaded top of nutted rod 68 processing portion pass through.Like this, it is fastening in place that the fastening nut (not shown) just can make bar 68.When cement grouting was in the perforate of wall body construction, bar 68 just was embedded in cement and has suffered.
Fig. 6 A is depicted as and another kind of nutted rod 68 is connected to mode on the basic component 22 bottom.In member 22, process a flat hole, affixed bottom a flat board 69 of nutted rod 68.As shown in the figure, dull and stereotyped 69 change 90 ° by 23 backs, hole fully, and dull and stereotyped 69 just can not pass through described hole more like this.As described above, tighten bar 68 upper ends, then described bar just obtains tensioning.This has strengthened body of wall 14 flexural strengths and tensile strength, and well-known cement tensile strength is very poor.
Can know from Fig. 7 and to see, be installed in to microscler ＂ V ＂ shape rail bar or spline 34 continous ways on each ground plate girder 32, it or make an integral body with truss, perhaps be fastened on the truss with suitable mode.
On the opposite edges of ground panel 38, be provided with complementary shape elongated slot 36, when housing floor is installed, this elongated slot and described rail bar 34 sliding fits.More specifically saying, shown in Fig. 8 and 9, is to slip into and in place at the set groove 36 of various places panel 38 relative sides, so a pair of adjacent ground plate girder 32 of each ground panel cross-over connection.Like this, non-know-how personnel also can slide into the position with ground panel 38 and finish until whole ground surface consolidation, as shown in Figure 9.
Fig. 9 also shows the initial step of body of wall, window and the door of building structure.Orlop member 40 is settled to such an extent that cover on the grade beam 26, as requested, reserves the opening that door 18 usefulness are installed.Pile up other each layer member so that build body of wall 14 with mutual coverage mode then, as shown in Figure 6, and reserve the opening of window 18 usefulness according to the position of architectural drawing defined.As seen from Figure 9, the middle part of each member 24 is provided with an opening, has had this opening just can be near the above-mentioned latch hook member of imbedding in the basic component 22 24, shown in the part of Fig. 9 lower right corner.
Figure 10 is a plan view, shows the horizontal fitting 64 that is installed in the corner fittings on the body of wall 60,62 among first embodiment and corner fittings is connected to each other.This accompanying drawing also shows, and after installing the corner fittings assembly, new building method next step is that roof truss 70 is connected on the upright hyoplastron 66, and hyoplastron then is installed on the described horizontal fishplate bar as previously mentioned.
As shown in figure 11, the configuration of roof truss 70 identical with ground plate girder 32 basically.But on the following rail of each truss 70, all be provided with bolt hole, so that it can be connected with the upright hyoplastron 66 that matches.Module roofing slab 72 slides in placely then, and the floor stage of construction of this and this method is identical.Each roofing slab 72 makes stairstepping at its head and the tail avris place, cooperates so that form lapping between the adjacent top board.It is compacted to be preferably in joint, so that form sealing, prevents that moisture from infiltrating.
Figure 11 also shows web and how to be provided with.Basic identical with roofing slab of the configuration of web 73 is the upset shape as shown in the figure, and the cooperating as slidingtype bottom of the roof truss 70 of joining with company.Figure 10 shows the web that some are in the installation site in the plan view mode.
The gutter channel system forms like this: the outermost end at each roof truss adds a hook 74, and module tank spare 76 hooks that will have complementary connected in star 78 then fit on the hook 74.Figure 12 shows the building structure that has some roofing slabs 72 and some mounted tank spares 76 with plan view.When installing remaining web, behind top board and the tank, the building operation of first embodiment has just been finished.
Figure 11 shows the roof structure of first embodiment, and Figure 11 A then shows the roof structure of second embodiment, also will elaborate below this structure.Shown in Figure 11 B, hook 74 also available ＂ V ＂ shape tracks replace, and the dovetail groove 77 that forms on ＂ V ＂ shape track and the tank part rear wall cooperates.
Figure 13 shows that second embodiment of the invention, number in the figure is 80.This embodiment of the present invention comprises and is installed in electric and structure tap water pipe line that the bending resistance curved bar structure 82 of improvement is improved the structure on roof, and the structure that air-conditioning duct is set.This embodiment also comprises structure spandrel girder and column, like this body of wall not load-bearing basically in the building structure.
Electric wire and water supply pipe are installed in the present embodiment by the groove 41 and 43 that is arranged on selected member 40 inner surfaces.Groove 41 space that forms a vertical stretching that combines is used for being installed in electric wire or pipeline, and horizontal groove 43 then is combined to form by the horizontal groove that is provided with on the selected member 40, is communicated with described perpendicular grooves.
The anti-bending bar structure of improving 82 comprises that one group of hoop forms square bar, and the hoop knot is that the metal tape or the bonding jumper 84 that distribute by longitudinally being separated by carry out.Being fixed tightly in bottom on the grade slab 88 of every group of bar 82, grade slab covers on the basic component 22 or partly imbeds wherein.
The upright hyoplastron 86 of installing is fastened on the metal tape 84, and its structure is the same with hyoplastron 66 among first embodiment, promptly is flat, and has the aperture.
Roof structure also improves, and removes corner fittings 60,62 and horizontal fitting 64 among first embodiment.For it, a long flat plate shape load-bearing cement beam 90 is placed in the outside that makes described beam on the member 40 flushes along its edge with the external surface of member 40.In addition, again a ＂ L ＂ shape load-bearing cement beam 92 is placed in close member inside edge on the described member 40, but steps back a little, as shown in the figure than member inside edge.The amount of retreating equals the protrusion amount of beam spare 92 extensions or cantilever portion 94, and like this, the inward flange of cantilever portion 94 flushes with the vertical plane that each member 40 inward flange is formed, and that is to say that the inner surface of cantilever portion 94 and building structure interior wall make even.So, when on described member 40 inner surfaces, adding dry wall or other wall covering, the just common air-conditioning passage that forms of the soffit of the inner surface of the inner surface of described wall covering, spandrel girder spare 92 and described beam 92 cantilever portion 94.
Cement beam 90 and 92 itself also constitutes the part of the roof structure of improvement.Beam 90 and 92 is the common opening groove up that forms between them; The tension assembly 82 that a plurality of levels are put just is placed in the groove of described beam formation, and as shown in the figure, tension assembly is arranged one by one, enough cement groutings is gone into to cover tension assembly in the groove then.Say that more specifically groove is entirely filled by cement, the uppermost edge of cement and described beam 90,92 is flushed, as shown in figure 13.
Hyoplastron 86 is installed along the configuration of tensioner 82 length direction equi-spaced apart ground, hyoplastron 66 is identical among its structure and first embodiment, and roof truss also is to be fixed on the hyoplastron as the first embodiment situation.Roofing slab among first embodiment and gutter channel can be applied in the present embodiment too.
Figure 14～16 are depicted as and reduce because the shock-damping structure of the vibrations that earthquake causes.In Figure 14, one group of upright spring 100 is separated mutually in each basic component 22 coupled grade beam of joining 26, and spring is settled parallel to each otherly, can know from Figure 15 and see.Being placed in bottom in the groove 101 that forms on described member 22 upper surfaces of spring 100, the top of spring 100 then are housed in from the suspended spring housing 102 of channel 104, and channel 104 is fastened on the soffit of grade beam 26.Spring housing 106 is fixed on described channel 104 inside surface of side wall, and spring housing 108 then is fixed on the inner surface of structure shell 110.Correspondingly, 112 on spring is held between described spring housing 106 and 108, can know from Figure 16 and see.Can also see that from Figure 14 spring 100 is embedded in the light cement 103.Described cement is the mixture of concrete, polyvinyl chloride and vermiculite preferably; Such cement has damping performance preferably.Therefore, spring 100 and described cement concur and reduce the vertical direction vibrations, and spring 112 then reduces the horizontal direction vibrations.
Can also see that from Figure 14 bar composite member 114 links together basic component 22 and grade beam 26.
Medi-spring of the present invention is not limited to above-mentioned the sort of concrete configuration mode.In addition, spring can also substitute with other structures or mode, and its structure still within the scope of the invention.
Clearly the present invention is new, effectively.In addition, when the present invention finished, it said so non-obvious for those of ordinary skills.
The present invention utilizes lightweight material to build the pioneer in house, and there is fine heat-proof quality in these houses, and can build without special tool(s) and mortar.Therefore protection content of the present invention should obtain broad the explanation, protects effectively so that the spiritual essence of this breakthrough invention obtains law, and does not make it to be stolen.
Therefore can think that the purpose of the above-mentioned proposition of the present invention is showed clearly by above-mentioned explanation, and reached effectively.Owing to can do some change and do not depart from the scope of the present invention to said structure, therefore will be understood that in the above-mentioned manual or the content of showing mutually in accompanying drawing usefulness as an illustration just, be not determinate.
Should also be appreciated that the protection content that the present invention proposes means covering general features of the present invention and concrete feature.
Claims (35)
1. method of building housing floor, it is made up of the following step:
A plurality of basic components are placed on the precalculated position according to house shape;
A plurality of basic girder span postures are placed on the described basic component;
Along the inward flange of selected grade beam and along on the predetermined relative edge's length direction of grade beam, a plurality of grooves are set equi-spaced apart;
The face opposed end reeve of a plurality of ground plate girder is many in the groove opposite, and described ground plate girder is provided with parallel to each otherly, and crane span structure is on the described predetermined relative edge's of selected grade beam length direction;
Described ground plate girder is applied in this method step subsequently and is used for supporting the housing floor structure.
2. according to the described method of claim 1, it also comprises a step, and this step makes described groove have an openend that flushes with the grade beam top edge, and it is one predetermined that described groove is had, the common degree of depth.
3. method according to claim 2, it also comprises a step, this step makes the degree of depth of each ground plate girder equal the degree of depth of described groove, thereby when making the opposed end of described ground plate girder be placed in the described groove, its uppermost edge flushes with the upper space of selected grade beam.
4. according to the described method of claim 1, it also comprises the following steps:
On the uppermost edge of each described ground plate girder, make a continuously long wedge;
Prepare a flat-die piece ground panel with predetermined thickness, described ground panel is provided with a wedge road in its opposite flank, each wedge road all with each described uppermost edge on long wedge complementation;
A plurality of described modules ground panel is slided between each described ground plate girder, thereby constitute a floor, like this, the two opposite sides of each ground panel by the floor truss support of phase Kuai, a state in the Zhou Dynasty.
5. according to the described method of claim 4, it also comprises the following steps:
With the guide end of each ground panel with trail end and couple together, like this, these ground panels support two ends and interlocking when inserting between the described ground plate girder.
6. method of building house wall, it comprises the following steps:
Prepare a basis;
Prepare a plurality of wall members;
In the end face and the bottom surface of each described wall member, and on the end face on described basis, make complementary interlocking structure;
A plurality of described wall members are vertically piled up to stagger arrangement mutually, to form one section wall by foundation support;
More wall member piled up in a manner described along described basis then constitute more multistage wall, be closed described house is whole until these wall sections of adding.
7. according to the described method of claim 6, it also comprises the following steps:
The groove of on the inner surface of the wall member under the choosing, making vertical stretching, described groove is stretched over its soffit from the upper surface of each described selected wall member, so, when a plurality of described selected wall members are vertically piled up mutually, the just common groove that constitutes a vertical stretching of each groove on it, this total vertical stretching groove is stretched over wall member in the top of described selected wall member always from described basis;
Therefore, electric wire and water supply pipe just can be placed in the described vertical stretching groove;
Therefore, described selected wall member inner surface and vertical stretching groove just may be covered by a body of wall covering, thereby electric wire and water supply pipe are covered in.
8. according to the described method of claim 7, it also comprises this step:
On selected wall member inner surface, leave a horizontal stretching groove, described groove is stretched over right-hand member from the left end of each described selected wall member, like this, when a plurality of described selected wall members are piled up mutually in the horizontal, the just common groove that constitutes a horizontal stretching of described groove;
Therefore, electric wire and water supply pipe just can be placed in the stretching, extension groove of described level;
Therefore, the inner surface of described selected wall member and described horizontal stretching groove just can be covered by a body of wall covering, thereby electric wire and running water pipe etc. is closed.
9. according to the described method of claim 6, it also comprises this step:
In each described wall member, make a mesopore, thereby in each section body of wall, constitute a upright mesopore;
One tension structure plug-in mounting is gone in the mesopore of selecting, and the least significant end of described tension structure is fastened on the selected basic component of one in described a plurality of basic component;
Cement is injected each mesopore, each described tension structure is imbedded in the cement.
10. method of building the roof, house, it comprises the following steps:
Prepare a basis;
Prepare a plurality of wall body constructions;
Complementary interlocking structure is made in end face and bottom surface at each described wall body construction;
A plurality of described wall body constructions are vertically pushed away block mutually, thereby form one section body of wall by described foundation support;
More wall body constructions are piled up to stagger arrangement mutually along described basis and vertically, thereby formed more wall section, jointly described house is closed until described more wall section;
The wall section on arrange and install in one corner fittings outside the corner fittings and, corner fittings has one to be covered with the described planomural of going up row most of wall section in described, also have one to hang the sidewall that gets off from above from described planomural, this sidewall is covered with the interior wall in described house, described outer corner fittings has one to be covered with the described planomural of going up row most of wall section, also have one to hang the sidewall that gets off from above from described planomural, this sidewall is covered with the exterior wall in described house.
11. according to the described method of claim 10, it also comprises this step:
With a plurality of horizontal fittings described inside and outside corner fittings is connected to each other, described horizontal fitting is along the ground configuration of described corner fittings length direction equi-spaced apart;
The one upright hyoplastron of installing is installed on each described horizontal fitting;
One roof truss is installed on the described installation hyoplastron;
Make a long wedge along the uppermost edge of each roof truss;
Prepare one and have the predetermined thick flat roof module board that fills, described roofing slab is prepared a wedge road at its two relative edges edge, described wedge road on configuration with the long wedge complementation that forms in described roof truss uppermost edge;
A plurality of described roofs module board is slided between the adjacent roof truss, thereby constitute a roof.
12. according to the described method of claim 11, it also comprises this step:
By the first limit of described roofing slab and the structure of trailing edge lapping are made adjacent roofing slab head and the tail limit interlocking.
13. roof, construction house method, it comprises the following steps:
Prepare a basis;
Prepare a plurality of wall body constructions;
On the end face of each described wall body construction and bottom surface, make complementary interlocking structure;
A plurality of described wall body constructions are vertically piled up mutually to form one section body of wall by described foundation support;
More wall body construction is piled up along described basis and vertically mutual stagger arrangement ground, thereby formed more wall sections, jointly described house is closed until more wall sections;
Each wall section on arrange an internal support beam and an external support beam be installed;
Between described inside and outside supporting beam, flatly settle one group of tensioner, tensioner is positioned at each wall section described go up most row above;
A plurality of upright installation hyoplastrons are installed on each group tensioner, and described hyoplastron is vertically separated mutually along described tensioner;
Cement is injected between the described inside and outside supporting beam, thereby described tension assembly is imbedded in the cement, but do not imbed described until hyoplastron is installed;
The described installation tongue piece of roof truss and each is connected;
Make a long wedge at the top edge of each roof truss;
Prepare a flat roof module board with predetermined thickness, described roofing slab is made a wedge road at its relative edge place, described wedge road on the configuration with described each roof truss top on the long wedge complementation done;
A plurality of described roofs module board is slided between the adjacent roof truss, thereby constitute a roof.
14. according to the described method of claim 13, it also comprises this step:
By allowing the mode of described roofing slab head and the tail limit lapping make the head and the tail limit interlocking of adjacent roofing slab.
15. according to the described method of claim 14, it also comprises the following steps:
Utilize a plurality of metal tapes of vertically going up separation that the tensioning pole band of a plurality of mutual separations is tied together, thereby constitute described tension assembly;
Described installation tongue piece is connected with described metal tape.
16. a method of building house window, it is made up of the following step:
Prepare a basis;
Prepare a plurality of wall body constructions;
Complementary interlocking structure is made in end face and bottom surface at each described wall body construction;
A plurality of described wall body constructions are vertically piled up to stagger arrangement mutually, so that form a wall section by described foundation support;
Pre-position in described wall section reserves the window shape space as the window opening, and its base links to each other with place, limit, two opposite sides;
With the first window supporting member cover type be placed on the described base, with the second and the 3rd window supporting member cover type be placed on the limit, described two opposite sides;
On the described second and the 3rd window supporting member, make a window frame dump tank;
By being slidingly matched the window frame that comprises luffer boards is put into described window frame dump tank;
One flat pieces is striden frame on the described second and the 3rd window supporting member;
Continue to build described wall section.
17. a method of building the house door, its following step is formed:
Prepare a basis;
Prepare a plurality of wall body constructions;
On the end face of each described wall body construction and bottom surface, make complementary interlocking structure;
Pile up a plurality of described wall body constructions are vertically mutual, so that constitute one section body of wall by described foundation support wrongly;
The pre-position reserves the opening of a shape space as door in described wall section, and its base links to each other with the limit, two opposite sides;
The first and second upright doorframe spare cover type ground are placed in respectively on first and second sides of described door shape opening;
A plurality of door hinge spares are installed on the doorframe spare of selecting in advance;
With an end part cover type be placed on the bottom surface of described door opening;
One flat is placed on the described first and second doorframe spares with striding posture;
Door is connected with described door hinge spare.
18. a method of building the roof, it is made up of the following step:
Prepare a roof framework, it comprises a plurality of parallel to each other, separate in the horizontal and in the vertical the alignment roof covering element;
One microscler track is installed on the end face of each roof covering element;
On each described microscler track, make a pair of parallel to each other, the spaced-apart and watt plate counterpart protruding upward in side direction, described watt of plate counterpart stretches along whole long track length size substantially;
Prepare a plurality of watts of plates, on the horizontal two opposite sides of each described watt of plate, make a groove, so that be slidingly matched with a watt plate counterpart that matches;
Each watt plate that is slidingly matched a plurality of described watt of plates by associated watt of plate counterpart of described groove slides between the laterally adjacent long track.
19. method according to claim 18, it also comprises this step:
Allow the corresponding guide end of vertical adjacent watt of plate hold mutual lapping with trailing.
20. method according to claim 18, it also comprises this step:
On each watt plate, make the median rise portion of vertical alignment, so that make water flow to transversely two opposite sides Bian Chu of described watt of plate from described median rise portion.
21. method according to claim 18, it also comprises this step:
A plurality of flowing flux modular member are installed on the good roof of construction.
22. a wall body construction, it includes:
One has the front of predetermined thickness, and there are an outside and an inner face in the front;
One sticks on the described inner face, has the concrete mix layer of a predetermined thickness;
The predetermined thickness of described concrete mix layer is basically greater than the predetermined thickness in described front;
Therefore, the building with body of wall of being made up of described wall body construction has a front that can cover described concrete mix outward appearance.
23., it is characterized in that described front has the outward appearance of brick sample according to the described wall body construction of claim 22.
24., it is characterized in that described front has timber shape outward appearance according to the described wall body construction of claim 22.
25., it is characterized in that described front has masonry shape outward appearance according to the described wall body construction of claim 22.
26., it is characterized in that described front has stone shape outward appearance according to the described wall body construction of claim 22.
27. a building unit that is made by concrete mix is characterized in that described concrete mix is by concrete, polyvinyl chloride and can keep the light-duty organic fiber filler of moisture to form.
28. building unit according to claim 27 is characterized in that described organic fiber filler comprises the lumber fibre of chopping.
29. building unit according to claim 27 is characterized in that described organic fiber filler comprises the string of chopping.
30. a method for preparing building unit, it comprises the steps:
A kind of concrete mix is mixed with filler, and filler is by selecting in the following classification: glass, rubber, polyvinyl chloride, vermiculite, and organic fibrous material.
31. a concrete material composition is made up of following component:
A kind of concrete, its shared percentage by weight is about 7%～65%, and described concrete is by selecting in the following classification: portland cement, Masonry cement, alumina cement, magnesium cement, the calcium hemihydrate does not dissolve anhydrite, and various mixtures between them;
A kind of filler, its shared percentage by weight is about 2%～80%, and described filler is by selecting in the following classification: reclaim polyvinyl chloride, new polyvinyl chloride, vermiculite, the timber of chopping reclaims timber, string, reclaimed waste paper, cement aster, glass, rubber reclaims glass fiber, the particulate silica, polypropylene, coal ash, flying dust, chimney strikes off dust, the paper mill refuse, the paper mill scrap iron, iron, carbon steel, copper, bronze, aluminium, Al filler, plumbous aluminum oxide, corundum, the fusion alumina, rock piece, and various mixtures between them;
Water, its shared percentage by weight is about 10%～35%,
The power absorptive capacity of described concrete material composition is about 75～2,000 pound/inch
2
32. a concrete material composition is made up of following component:
Portland cement, its shared percentage by weight is about 7%～65%;
Vermiculite, its shared percentage by weight is about 1%～20%;
Polyvinyl chloride, its shared percentage by weight is about 1%～20%;
Water, its shared heavy percentage is about 15%～35%,
The power absorptive capacity of described concrete material composition is about 100～2,000 pound/inch
2
33. a concrete material composition is made up of following component:
Portland cement is about 7%～65% (weight);
Vermiculite is about 1%～20% (weight);
Polyvinyl chloride is about 1%～20% (weight);
Water is about 15%～35% (weight),
The power absorptive capacity of described concrete material composition is about 100 pounds/inch
2
34. a concrete material composition is made up of following component:
Portland cement is about 7%～65% (weight);
Ettle is about 20%～80% (weight);
Glass is about 20%～80% (weight);
Sand is about 20%～80% (weight);
Water is about 10%～35% (weight),
The power absorptive capacity of described concrete material composition is about 500～5,000 pound/inch
2
35. a concrete material composition is made up of following component:
Portland cement is about 10%～65% (weight);
Polyvinyl chloride is about 2%～60% (weight);
Sand is about 15%～50% (weight);
Water is about 15%～35% (weight),
The power absorptive capacity of described concrete material composition is greater than 900 pounds/inch
2
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN97100396A CN1189561A (en) | 1997-01-27 | 1997-01-27 | Building construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN97100396A CN1189561A (en) | 1997-01-27 | 1997-01-27 | Building construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1189561A true CN1189561A (en) | 1998-08-05 |
Family
ID=5165024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN97100396A Pending CN1189561A (en) | 1997-01-27 | 1997-01-27 | Building construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1189561A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1329589C (en) * | 2004-01-07 | 2007-08-01 | 冈田弘 | Underground beam construction frame and underground beam construction method using the same |
| CN101307621B (en) * | 2008-06-13 | 2010-06-09 | 李永清 | Upper and lower light steel chute corner support assembled house building method |
| CN103924870A (en) * | 2014-04-23 | 2014-07-16 | 浙江元森态家具有限公司 | Method for mounting wood-plastic house aluminum alloy door frame |
| CN104204373A (en) * | 2012-01-23 | 2014-12-10 | 英特酒店服务控股有限公司 | Prefabricated module for a building |
| CN105625455A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete slab poured L-shaped foundation for detached house |
| CN106760045A (en) * | 2016-12-29 | 2017-05-31 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN108412039A (en) * | 2018-03-16 | 2018-08-17 | 合肥托卡拉图科技有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN109098307A (en) * | 2018-07-13 | 2018-12-28 | 中国冶集团有限公司 | Brick output enters the wall body structure and wall building method of stone |
| CN111002463A (en) * | 2019-08-30 | 2020-04-14 | 中国二十冶集团有限公司 | Anti-cracking treatment method for prefabricated door type wallboard |
| CN111727292A (en) * | 2018-01-11 | 2020-09-29 | 穆加达姆·莫尔塔扎 | Structural panel |
| CN114427254A (en) * | 2021-06-11 | 2022-05-03 | 中建科技（福州）有限公司 | Precast concrete member and connecting method thereof |
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1997
- 1997-01-27 CN CN97100396A patent/CN1189561A/en active Pending
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1329589C (en) * | 2004-01-07 | 2007-08-01 | 冈田弘 | Underground beam construction frame and underground beam construction method using the same |
| CN101307621B (en) * | 2008-06-13 | 2010-06-09 | 李永清 | Upper and lower light steel chute corner support assembled house building method |
| CN104204373A (en) * | 2012-01-23 | 2014-12-10 | 英特酒店服务控股有限公司 | Prefabricated module for a building |
| CN103924870A (en) * | 2014-04-23 | 2014-07-16 | 浙江元森态家具有限公司 | Method for mounting wood-plastic house aluminum alloy door frame |
| CN105625455A (en) * | 2016-03-01 | 2016-06-01 | 沈阳建筑大学 | Concrete slab poured L-shaped foundation for detached house |
| CN106760045A (en) * | 2016-12-29 | 2017-05-31 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN106760045B (en) * | 2016-12-29 | 2019-04-23 | 佛山市盛画世纪建材有限公司 | A kind of form of construction work for building wall system |
| CN111727292A (en) * | 2018-01-11 | 2020-09-29 | 穆加达姆·莫尔塔扎 | Structural panel |
| CN111727292B (en) * | 2018-01-11 | 2022-05-27 | 穆加达姆·莫尔塔扎 | Structural panel |
| CN108412039A (en) * | 2018-03-16 | 2018-08-17 | 合肥托卡拉图科技有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN109098307A (en) * | 2018-07-13 | 2018-12-28 | 中国冶集团有限公司 | Brick output enters the wall body structure and wall building method of stone |
| CN111002463A (en) * | 2019-08-30 | 2020-04-14 | 中国二十冶集团有限公司 | Anti-cracking treatment method for prefabricated door type wallboard |
| CN114427254A (en) * | 2021-06-11 | 2022-05-03 | 中建科技（福州）有限公司 | Precast concrete member and connecting method thereof |
| CN114427254B (en) * | 2021-06-11 | 2023-09-22 | 中建科技（福州）有限公司 | Precast concrete member and connecting method thereof |
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