CN102852254A - Multi-functional template floor structural system for quickly building and construction method thereof - Google Patents
Multi-functional template floor structural system for quickly building and construction method thereof Download PDFInfo
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- CN102852254A CN102852254A CN2012102845130A CN201210284513A CN102852254A CN 102852254 A CN102852254 A CN 102852254A CN 2012102845130 A CN2012102845130 A CN 2012102845130A CN 201210284513 A CN201210284513 A CN 201210284513A CN 102852254 A CN102852254 A CN 102852254A
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Abstract
The invention relates to a multi-functional template floor structural system for quickly building and a construction method thereof. The multi-functional template floor structural system is integrally formed as follows: a bottom board is made of a metal material or an inorganic composite material, a triangular truss is fixedly or non-fixedly arranged on the bottom board, functional tubes are pre-arranged at the bottom of the upper surface of the bottom board, and/ or the top of the upper surface of the bottom board, and/or functional tubes are post-arranged at the top of the lower surface of the bottom plate. The template floor is used as a bottom template of the floor, functional tubes are installed on the template floor and vertically distributed reinforced bars are bound onto the template floor, and then concrete is poured, and finally, cement mortar is used for leveling to form a functional floor. When the building is carried out by the method, 3-5 or 5-10 floors and a frame structure can be poured in one step on site, so that the building has a very good overall anti-seismic performance, the speed is fast and the cost is low.
Description
Technical field
The present invention relates to New Building Materials and construction technology and in the Application in Building field of energy-saving and emission-reduction, be specifically related to a kind of multi-functional quickly building construction mould floor slab structure system and job practices thereof.
Background technology
At present, energy-saving and emission-reduction, low-carbon environment-friendly has become the common important topic of the whole mankind and strategic task, and the energy consumption of building and worker's consumption are very large, account for about half of total energy consumption; Means and the technology of building are still quite backward, in/development that high-rise steel structure building is advanced by leaps and bounds, especially the floor of building does not seriously mate with the speed of steel building, and generally steel work is very fast, and building floor is relatively very slow:
Because, (needing the regular hour) after wanting formwork/assembling reinforcement/pouring concrete/wait to solidify/could form removal/carry out next process, so both affected the building speed of whole engineering, need again to spend the workload that a large amount of template installation and removals repeats, also increased the expense of a large amount of labor wage;
In addition, the workman who is engaged in now building is fewer and feweri, and the wage for workmen is more and more expensive, and this is the most urgent problems of present construction industry.
Simultaneously, building is being in high-speed development period in the whole world, especially Chinese, the whole of China is exactly a large building site, adds the Chinese city motion just carrying out like a raging fire, and the historic pendulum of new countryside construction is present at us, and place on the agenda
Therefore, urgent need is sought one and had both been met China's actual conditions development, adapt to again world trends development, even guide world trends to advance---the scheme of the quickly building construction that building floor new technology and building floor new material combine, being a kind of multi-functional quickly building construction mould floor slab structure system and job practices thereof, is the task of top priority!
Summary of the invention
Technical problem to be solved by this invention is: for the problem of above-mentioned prior art existence, and the scheme that provides building floor new technology and building floor new material to combine, i.e. a kind of multi-functional quickly building construction mould floor slab structure system and job practices thereof.
The technical scheme that the present invention can provide is: the scheme that will provide a kind of building floor new technology and building floor new material to combine, theory and the form of structure of " mould floor " have been proposed especially, that is: a kind of multi-functional quickly building construction mould floor slab structure system and job practices thereof.
Wherein:
Described a kind of multi-functional quickly building construction mould floor slab structure system, specifically by the base plate made with metal material or inorganic composite materials, fix or be not fixedly installed the trigone truss at base plate, and the bottom on base plate, with or top above the base plate set in advance the function pipe, with or top prognosis below base plate the function pipe is set, and the mould floor slab structure system of the integral body that forms.
The described base plate made from metal material or inorganic composite materials: if the base plate made from metal material is preferred: galvanized steel plain sheet, Al-Zn coated steel, aluminium sheet, aluminium alloy plate, copper coin, copper alloy plate, corrosion resistant plate etc.; If the base plate made from inorganic composite materials specifically comprises: inorganic composite materials, organic composite material, and the organic and inorganic material that mixes compound use;
Wherein: inorganic composite materials, as preferred use, generally be with common and or glass magnesium cement make basic material, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining;
The organic material composite material, generally preferred: wood is moulded plate, perhaps uses the macromolecule engineering plastics, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining;
Organic and the inorganic material that mixes compound use generally is with nonwoven or geotextiles or cement cloth, adds other cementitious material again and forms through Compound Machining; Perhaps add cement with plastics and add foam and make basic material, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining.
The length of described mould floor base plate, for any linear meter is processed in plant produced, on-the-spot design length cutting according to floor is installed, and perhaps the length according to the floor design is fixedly installed, between general conventional preferred 1000-6000mm and two specification limits of 6000-12000mm; The width of mould floor base plate, for according to the construction module setting, general preferred 300/600/900/1200mm;
The two sides of described mould floor base plate or two women's head-ornaments up and down arrange respectively the tongue and groove wire casing of relatively concavo-convex mutual grafting, perhaps arrange relatively
The hasp wire casing of overlap joint perhaps arranges the flat mouth wire casing that relative flat mouth is docked mutually mutually;
Described mould floor base plate is set up in parallel the die mould salient line that two alternate in twos semicircular arcs make progress in the vertical, article two, distance be distance between the set backing shape earrings of two waist bar reinforcing bars of trigone truss underframe between the salient line, and the vertical height of salient line projection is 3-5 times of waist bar bar diameter;
Article two, between the salient line or between the adjacent protrusion line, be equipped with the projecting slot that circular arc middle rectangle in two makes progress, projecting slot is of a size of short and is of a size of long 1/3-1/4 to size, is spaced apart the short size of 1-2 times of projecting slot; The vertical depth of projecting slot projection is 0.1-0.5 times of waist bar bar diameter;
Described mould floor base plate is the section at two up and down: can be rectilinear, also can be any concavo-convex rule change shape and or irregular variation shape, or be any terraced font rule change shape and or irregular variation shape, or be half wave rule and change shape and or irregular variation shape.
Described fixing or be not fixedly installed the trigone truss at mould floor base plate: if be fixedly installed; For metal base plate, take backing shape earrings that the underframe waist bar reinforcing bar of trigone truss is arranged to, be welded and fixed with the salient line of base plate, described backing shape earrings is the circular arc plane and outwards is bent into half garden earrings shape; For the inorganic compounding base plate, take backing shape earrings that the underframe waist bar reinforcing bar of trigone truss is arranged to, upwards add weldering short reinforcing bar or steel bar on the plane, carry out compound pre-buried being fixedly installed with the salient line of base plate;
If be not fixedly installed; For metal base plate, take the backing shape earrings with the underframe waist bar reinforcing bar of trigone truss, be threaded with U-shaped card composite member with the salient line of base plate or rivet; For the inorganic compounding base plate, take the backing shape earrings of the underframe waist bar reinforcing bar of trigone truss is added weldering short reinforcing bar or steel bar in the plane, be threaded with U-shaped card composite member with the reinforcing bar of the salient line the inside that is embedded in base plate or steel bar or rivet;
Fix or be not fixedly installed at least one trigone truss on the described every mould floor base plate, the interval of adjacent two trigone truss is between 100-300mm and two specification limits of 300-600mm, can as required, be connected and fixed with socketing on a small quantity reinforcing bar on the whole.
Described trigone truss, concrete structure is: section is triangular in shape, and length is for being fixedly installed as required, perhaps any linear meter on-site cutting; The top of trigone truss arranges the reinforcing bar that winds up, and the both sides, bottom of trigone truss respectively arrange a lower edge reinforcing bar; The two sides of trigone truss arrange respectively a waist bar reinforcing bar, this waist bar reinforcing bar is to be the two sides symmetric figure to arrange, respectively along the two sides of trigone truss to both sides, carry out parallel welding according to upper with the reinforcing bar side of winding up at trigone truss top, lower bending is outer splayed and is arranged to backing shape earrings and lower edge reinforcing bar downwards and carries out the backing welding;
Described backing welding: be and waist bar reinforcing bar is arranged to be half-arc plane downwards outwards is bent into backing shape earrings, place the bending of the described backing shape earrings intersection that makes progress to carry out the backing welding lower edge reinforcing bar; So constantly repeat, till directly causing the two ends that this waist bar reinforcing bar is led to the trigone truss and finishing; And the connection of this waist bar reinforcing bar is successive shape.
Described this waist bar reinforcing bar also has a kind of structure that arranges, namely this waist bar reinforcing bar is the asymmetric shape layout in two sides, along a side of one of triangle bodily form truss forward, weld with the reinforcing bar end face that winds up trigone truss top according to upper, bending strides across the reinforcing bar that winds up and is outer splayed forward downwards, and intersection and lower edge reinforcing bar that the backing shape earrings bending of its described waist bar reinforcing bar is made progress carry out the backing welding; Again waist bar reinforcing bar is outer splayed upwards, bending stride across wind up reinforcing bar and with its welding, again waist bar reinforcing bar is outer splayed forward downwards, the intersection that the backing shape earrings bending of its described waist bar reinforcing bar is made progress and the lower edge reinforcing bar of opposite side carry out the backing welding; So constantly move in circles, until waist bar reinforcing bar is connected to the another side of triangle bodily form truss other end.
Described bottom on mould floor base plate, and or the function pipe that sets in advance of the top on mould floor base plate, and or the function pipe that arranges of the top prognosis below mould floor base plate:
One of them, the function pipe that bottom above the described mould floor base plate sets in advance, be arranged on the position that mould slab thickness center line is following and mould floor slab bottoms topping is above, specifically be arranged on the centre position, bottom of adjacent two the trigone truss above the base plate; The diameter of function pipe is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the trigone truss and be no less than one, and the function pipe is fixedly connected with short connector with the trussed construction bar of trigone truss the inside, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes the function pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein two, the function pipe that described top on mould floor base plate sets in advance, be arranged on the position that mould slab thickness center line is above and mould floor slab tops topping is following, specifically be arranged on the crown center position of adjacent two the trigone truss above the base plate; The diameter of function pipe is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the triangle bodily form truss and be no less than one, and the function pipe is to be fixedly connected with short connector with the trussed construction bar of trigone truss the inside, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein three, the function pipe that described top prognosis below mould floor base plate arranges arranges by following several method and form of structure:
(1), the function pipe is arranged on that section is that the alternate rule of any concave-convex/half waveform/terraced font changes and or the base plate of irregular variation shape below the centre position of adjacent two outer teats the insides, the setting of every root functionality pipe is no less than a Ω shape pipe collar and connecting bolt assembly and its base plate to be fixed, and perhaps direct and base plate is welded and fixed;
(2), the function pipe is arranged on the linearly outside below the shape base plate of section, every pipe setting is no less than a Ω shape pipe collar and connecting bolt assembly and its base plate fixes, and perhaps direct and base plate is welded and fixed, and spacing is decided according to the actual requirements;
The above function pipe: be provided with the pipe box of internal thread docking at two of its function pipe, be provided with externally threaded tube connector with a two between the adjacent two root functionality pipes in every left and right sides and be connected with it; If plastic pipe or PPR pipe can also carry out heat with hot fusion welding method with homogeneous material and melt connection; After mould floor overall package, the adjacent perforation in the left and right sides that also is in line of its function pipe connect after perhaps connecting with tube connector, and its setting party is to parallel with the body of wall face;
After the bottom of described function Guan Zaimo floor base plate sets, can be floating with cement mortar and mould floor base plate bottom, also can directly the function pipe be exposed in its outside, one deck furred ceiling can also be set in the function tube outside again be fixedly connected with bottom with mould floor base plate.
The mould floor of described integral body the inside or outside arrange the inside of function pipe, as required, can water flowing/coal gas/air, also can lead to other liquid/gas, can also the logical various electric wire/cables of part; The described mould floor function pipe the inside or the outside also can not reserved setting sometimes as required, and perhaps not reserved needs the time spent, can remove, and also can stop up floating getting final product with cement mortar.
The two sides of described mould floor base plate or two women's head-ornaments up and down arrange respectively the tongue and groove wire casing of relatively concavo-convex mutual grafting, perhaps arrange relatively
The hasp wire casing that the sun lap connects perhaps arranges the flat mouth wire casing that relative flat mouth is docked mutually; Be provided with the rubber press strip of sealed against leakage water in the middle of its tongue and groove wire casing/hasp wire casing, be provided with the rubber press strip of T font sealed against leakage water in the middle of its flat mouth wire casing; The so mutually continuous grafting/hasp of described mould wallboard/flat folding has just formed the structural system of monolithic architecture thing mould floor;
And on described mould floor according to designing requirement, behind linkage function pipe and the colligation up/down distribution reinforcement, placing of concrete can form whole function floor with cement mortar screeding at last again.
Described mould floor bottom plate surface layer just/reverse side on, equal brushing one deck A level fireproof paint, and simultaneously on its outside, all brushing cover one deck decorative coating or the paint of various colors of indoor needs; Preferably: employing can produce the negative oxygen ion cement mortar floated coat of negative oxygen ion, and or produce ecologic coating or the paint of negative oxygen ion; Perhaps water-based and or fluorine carbon coating or the paint of oiliness, perhaps imitating natural marble coating and true mineral varnish, perhaps imitative wood grain coating or paint; The outermost layer of the mould floor of described integral body is provided with layer protecting film, tears diaphragm off and get final product after construction finishes.
The form of structure of described mould floor, several below also having except above-mentioned preferred special case " " font, as: " U ",
" [", " M ", " recessed-protruding ", "+-+",
Etc. font, its internal construction and job practices are the same with " one " font.
Wherein:
The job practices of a kind of multi-functional quickly building construction mould floor slab structure system of the present invention, implement by following form of structure and construction sequence:
The first step according to the design thickness of floor and the requirement of length and other functions, is ready to be fit to the mould floor of needs; According to designing requirement, clear up and find out the relevant position that is supported on the beam simultaneously, and at beam the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the shear wall that is supported on both sides, and at shear wall the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the load bearing wall that is supported on both sides, and at load bearing wall the built-in fitting that is connected and fixed the mould floor is installed;
Second step, along beam or shear wall or load bearing wall both sides parallel plane laying mould floor, described mould floor respectively with beam or shear wall or load bearing wall on the embedded fixing component that arranges of both sides be connected and fixed, the two sides of every in twos two adjacent mould floors or be provided with water-tight rubber press strip between the tongue and groove of two women's head-ornaments up and down, so mutually continuous grafting/hasp/flat folded, just formed the whole floor of whole mould floor slab structure system, adjacent two triangle bodily form truss can be connected and fixed with socketing on a small quantity reinforcing bar as required;
The 3rd step, according to designing requirement, if require mould floor the inside or outside installation function pipe, so just the function pipe is installed in advance the bottom above the mould floor base plate, with or the function pipe is installed in top above the mould floor base plate in advance, and or the prognosis of function pipe is installed in top below the mould floor base plate; If do not require mould floor the inside or outside installation function pipe, so just get final product the function blockage is floating with the dismounting of function pipe or with cement mortar;
In the 4th step, on described mould floor, according to designing requirement, in the up/down topping of mould floor, distinguish colligation up/down distribution reinforcement; And connect the function pipe of various needs, keep described function pipe left and right sides aligned adjacent and point-blank, perhaps being connected on the straight line direction through tube connector;
The 5th step, on the basis in the 4th step, placing of concrete again; Begin placing of concrete from one side of mould floor, progressively draw close to the another side of mould floor, progressively water; Progressively with cement mortar successively progressively levelling, can form the function floor simultaneously.
The function pipe of every layer of mould floor inside after the described assembling keeps the adjacent connection in the left and right sides, in the left and right sides, monolithic architecture floor the inside aligned adjacent point-blank, perhaps the process tube connector being connected on the straight line direction, function pipe in the so described whole mould floor slab structure has just formed the function pipeline floor of monolithic architecture thing floor; Can be according to the needs of building, water flowing/coal gas/air also can lead to other liquid or gas, can also lead to various cable/wire, can also freeze as the heating in winter of regulating building and summer, perhaps gather the special channel of solar energy as building.
Form of structure and the job practices of described a kind of multi-functional quickly building construction mould floor slab structure system, disposable the finishing simultaneously of described mould floor can be arranged and be installed on 3-5 or the 5-10 floor plate, and simultaneously with described mould floor and frame construction corresponding every layer be connected and fixed simultaneously after; At every layer the up/down distribution reinforcement that every layer of linkage function pipe and colligation is installed is set simultaneously again, last on-the-spot disposable every layer begins successively progressively placing of concrete simultaneously, and begin simultaneously simultaneously progressively floatingly successively with every layer of cement mortar, can finish simultaneously the building of primary concreting 3-5 or 5-10 layer; The whole anti-seismic performance of such building is very good, and speed is fast, and cost is low.
The present invention has following advantage and effect: 1, and the standard modular plant produced, on-the-spot rapid-assembling is built the building, anti-shock robustness, function is complete, and cost is low, and speed is fast, and efficient is high; 2, floor and template are integrated, and template and decorative panel are integrated, and decorative panel and function are pipe integrated; 3, non-dismantling formwork is exempted from the operations such as rear road decoration, enhances productivity, and reducings the construction costs; 4, have the incubation and thermal insulation function of A level fire-proof function, its good cost performance is the first-selected products of energy-saving and emission-reduction; 5, economic benefit and social benefit are all high, for major contribution has been made in low-carbon environment-friendly and the energy-saving and emission-reduction of builing industry.
Description of drawings
Fig. 1 is that embodiment of the invention mould floor double joint waist bar reinforcing bar is arranged symmetrically with the plan structure schematic diagram.
Fig. 2 is that the single waist bar of embodiment of the invention mould floor steel bar continuous is arranged the plan structure schematic diagram.
Fig. 3-1 is for embodiment mould floor base plate both sides
The cross-sectional view of hasp shape.
Fig. 3-2 is the cross-sectional view of concavo-convex grafting shape for embodiment mould floor base plate both sides.
Fig. 3-3 is the cross-sectional view of flat mouth docking shape for embodiment mould floor base plate both sides.
Fig. 4 is the cross-sectional view that embodiment mould floor the inside arranges the function pipe.
Fig. 5-1 is installed in planar shaped cross-sectional view under the mould floor base plate for the function pipe.
Fig. 5-2 is installed in concave-convex cross-sectional view under the mould floor base plate for the function pipe.
Fig. 5-3 is installed in terraced i section structural representation under the mould floor base plate for the function pipe.
Fig. 5-4 is installed in half waveform cross-sectional view under the mould floor base plate for the function pipe.
Among the figure:
Fig. 1 has: 100 whole mould floors, 101 mould floor base plates, 102 mould floor two sides tongue and groove wire casings, 103 mould floors, two women's head-ornaments tongue and groove wire casings, 104 salient lines, 105 trigone truss, 106 reinforcing bars that wind up, the lower edge reinforcing bar above 107, lower edge reinforcing bar below 108,109 upper side waist bar reinforcing bars, backing shape earrings on 110,111 downside waist bar reinforcing bars, 112 times backing shape earrings, welding or the tie point of the backing shape earrings that welding or the tie point of the backing shape earrings that underframe waist bar reinforcing bar is arranged on 113 and the salient line of base plate, 114 times underframe waist bar reinforcing bars are arranged to and the salient line of base plate, 115U type pipe clamp component.
Fig. 2 has: 200 whole mould floors, 201 mould floor base plates, 202 mould floor two sides tongue and groove wire casings, 203 mould floors, two women's head-ornaments tongue and groove wire casings, 204 salient lines, 205 trigone truss, 206 reinforcing bars that wind up, the lower edge reinforcing bar above 207, the lower edge reinforcing bar below 208,209 single side waist bar reinforcing bars, backing shape earrings on 210,211 times backing shape earrings, welding or the tie point of the backing shape earrings that underframe waist bar reinforcing bar is arranged on 212 and the salient line of base plate, welding or the tie point of the backing shape earrings that 213 times underframe waist bar reinforcing bars are arranged to and the salient line of base plate, 214U type pipe clamp component.
Fig. 3-1 has: the 31-1 base plate, 31-2 tongue and groove wire casing, the 31-3 salient line, the 31-4 reinforcing bar that winds up, lower edge reinforcing bar above the 31-5, lower edge reinforcing bar below the 31-6,31-7 upper side waist bar reinforcing bar, the upper backing shape of 31-8 earrings, 31-9 downside waist bar reinforcing bar, backing shape earrings under the 31-10, welding or the tie point of the backing shape earrings that the upper underframe waist of 31-11 bar reinforcing bar is arranged to and the salient line of base plate, welding or the tie point of the backing shape earrings that underframe waist bar reinforcing bar is arranged under the 31-12 and the salient line of base plate, 31-13 trigone truss, 31-14 projecting slot.
Fig. 3-2 has: the 32-1 base plate, 32-2 tongue and groove wire casing, the 32-3 salient line, the 32-4 reinforcing bar that winds up, lower edge reinforcing bar above the 32-5, lower edge reinforcing bar below the 32-6,32-7 upper side waist bar reinforcing bar, the upper backing shape of 32-8 earrings, 32-9 downside waist bar reinforcing bar, backing shape earrings under the 32-10, welding or the tie point of the backing shape earrings that the upper underframe waist of 32-11 bar reinforcing bar is arranged to and the salient line of base plate, welding or the tie point of the backing shape earrings that underframe waist bar reinforcing bar is arranged under the 32-12 and the salient line of base plate, 32-13 trigone truss, 32-14 projecting slot.
Fig. 3-3 has: the 33-1 base plate, 33-2 tongue and groove wire casing, the 33-3 salient line, the 33-4 reinforcing bar that winds up, lower edge reinforcing bar above the 33-5, lower edge reinforcing bar below the 33-6,33-7 upper side waist bar reinforcing bar, the upper backing shape of 33-8 earrings, 33-9 downside waist bar reinforcing bar, backing shape earrings under the 33-10, welding or the tie point of the backing shape earrings that the upper underframe waist of 33-11 bar reinforcing bar is arranged to and the salient line of base plate, welding or the tie point of the backing shape earrings that underframe waist bar reinforcing bar is arranged under the 33-12 and the salient line of base plate, 33-13 trigone truss, 33-14 projecting slot.
Fig. 4 has: 400 whole section mould floors, 401 base plates, 402 tongue and groove wire casings; 403 lower protective layers, 404 salient lines, the function pipe that 405 lower floors arrange; 406 times backing shape earrings, 407 lower edge reinforcing bars, 408 waist bar reinforcing bars; welding or the tie point of the backing shape earrings that 409 underframe waist bar reinforcing bars are arranged to and the salient line of base plate, 410 reinforcing bars that wind up, the function pipe that 411 upper stratas arrange; topping on 412,413 surface layers, 414 trigone truss; 415 mould slab thicknesses, 416 projecting slot.
Fig. 5-1 has: the 51-1 section is the shape base plate linearly, 51-2 tongue and groove wire casing, the function pipe that the 51-3 base plate arranges below, 51-4U type pipe collar, the bolt assembly that 51-5 is connected with base plate.
Fig. 5-2 has: the 52-1 section is the concave-convex base plate, 52-2 tongue and groove wire casing, the function pipe that the 52-3 base plate arranges below, 52-4U type pipe collar, the bolt assembly that 52-5 is connected with base plate.
Fig. 5-3 has: the 53-1 section is terraced font base plate, 53-2 tongue and groove wire casing, the function pipe that the 53-3 base plate arranges below, 53-4U type pipe collar, the bolt assembly that 53-5 is connected with base plate.
Fig. 5-4 has: the 54-1 section is half waveform base plate, 54-2 tongue and groove wire casing, the function pipe that the 54-3 base plate arranges below, 54-4U type pipe collar, the bolt assembly that 54-5 is connected with base plate.
The specific embodiment
Below in conjunction with the accompanying drawing example, the present invention is described in further detail, but case study on implementation only is used for not limiting protection domain of the present invention as preferred special case explanation.
Referring to Fig. 1, Fig. 2, Fig. 3-1, Fig. 3-2, Fig. 3-3, Fig. 4, Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4, the technical scheme that the present invention can provide is to implement like this: a kind of multi-functional quickly building construction mould floor slab structure system and job practices thereof are provided;
Described a kind of multi-functional quickly building construction mould floor slab structure system, referring to Fig. 1, Fig. 2 is specifically by the base plate 101/201 made from metal material or inorganic composite materials, fixing or be not fixedly installed trigone truss 105/205 at base plate; Referring to Fig. 4, and the bottom on base plate and or the top above the base plate set in advance function pipe 405/411; Referring to Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4, and or the top prognosis below base plate function pipe 51-3/52-3/53-3/54-3 is set, and the mould floor slab structure system of the integral body that forms.
The length of described mould floor base plate, for any linear meter is processed in plant produced, on-the-spot design length cutting according to floor is installed, and perhaps the length according to the floor design is fixedly installed, between general conventional preferred 1000-6000mm and two specification limits of 6000-12000mm; The width of mould floor base plate, for according to the construction module setting, general preferred 300/600/900/1200mm, the two sides of mould floor base plate or two women's head-ornaments up and down arrange respectively the tongue and groove wire casing of relatively concavo-convex mutual grafting, perhaps arrange relatively
The hasp wire casing of overlap joint perhaps arranges the flat mouth wire casing that relative flat mouth is docked mutually mutually;
Referring to Fig. 1, described mould floor base plate is set up in parallel the die mould salient line 104 that two alternate in twos semicircular arcs make progress in the vertical, article two, distance be distance between the set backing shape earrings 110/112 of two waist bar reinforcing bars of trigone truss 105 underframe between the salient line, and the vertical height of salient line 104 projections is 3-5 times of waist bar bar diameter; Article two, between the salient line or between the adjacent protrusion line, be equipped with the projecting slot that circular arc middle rectangle in two makes progress, projecting slot is of a size of short and is of a size of long 1/3-1/4 to size, is spaced apart the short size of 1-2 times of projecting slot; The vertical depth of projecting slot projection is 0.1-0.5 times of waist bar bar diameter;
Described mould floor base plate is the section at two up and down: can be rectilinear, such as Fig. 5-1, also can be any concavo-convex rule change shape and or irregular variation shape, such as Fig. 5-2, or be any terraced font rule change shape and or irregular variation shape, such as Fig. 5-3, or be half wave rule change shape and or irregular variation shape, such as Fig. 5-4;
Referring to Fig. 1, described fixing or be not fixedly installed trigone truss 105 at mould floor base plate: if be fixedly installed; For metal base plate, take backing shape earrings 110/112 that the underframe waist bar reinforcing bar of trigone truss is arranged to, be welded and fixed with the salient line 104 of base plate, described backing shape earrings is the circular arc plane and outwards is bent into half garden earrings shape;
For the inorganic compounding base plate; Take the backing shape earrings 110/112 that the underframe waist bar reinforcing bar 109/111 of trigone truss 105 is arranged to is upwards added weldering short reinforcing bar or steel bar on the plane, carry out compound pre-buried being fixedly installed with the salient line 104 of base plate;
If be not fixedly installed; For metal base plate, take the backing shape earrings 110/112 with the underframe waist bar reinforcing bar of trigone truss 105, be threaded with the U-shaped card composite member 115 of salient line 104 usefulness of base plate 101 or rivet; For the inorganic compounding base plate, take the backing shape earrings 110/112 with the underframe waist bar reinforcing bar of trigone truss 105, add in the plane weldering short reinforcing bar or steel bar, with the reinforcing bar or the steel bar that are embedded in base plate salient line the inside, be threaded or rivet with U-shaped card composite member 115;
Fix or be not fixedly installed at least one trigone truss 105 on the described every mould floor base plate, the interval of adjacent two trigone truss is between 100-300mm and two specification limits of 300-600mm, can as required, be connected and fixed with socketing on a small quantity reinforcing bar on the whole;
Described trigone truss 105, concrete structure is: section is triangular in shape, and length is for being fixedly installed as required, perhaps any linear meter on-site cutting; The top of trigone truss arranges the reinforcing bar 106 that winds up, and the both sides, bottom of trigone truss respectively arrange a lower edge reinforcing bar 107/108; The two sides of trigone truss 105 arrange respectively a waist bar reinforcing bar 109/111, this waist bar reinforcing bar is to be the two sides symmetric figure to arrange, respectively along the two sides of trigone truss to both sides, carry out parallel welding according to upper with reinforcing bar 106 sides of winding up at trigone truss 105 tops, lower bending is outer splayed and is arranged to backing shape earrings 110/112 downwards and carries out the backing welding with lower edge reinforcing bar 107/108;
Described backing welding: be and waist bar reinforcing bar is arranged to be half-arc plane downwards outwards is bent into backing shape earrings 110/112, place the bending of the described backing shape earrings intersection that makes progress to carry out the backing welding lower edge reinforcing bar 107/108; So constantly repeat, till directly causing the two ends that this waist bar reinforcing bar is led to trigone truss 105 and finishing; And the connection of this waist bar reinforcing bar 109/111 is successive shape.
Referring to Fig. 2, described this waist bar reinforcing bar also has a kind of structure that arranges, namely this waist bar reinforcing bar 209 is the asymmetric shape layout in two sides, along a side of one of triangle bodily form truss 205 forward, weld with reinforcing bar 206 end faces that wind up trigone truss 205 tops according to upper, bending strides across the reinforcing bar 206 that winds up and is outer splayed forward downwards, and backing shape earrings 210/211 bending of its described waist bar reinforcing bar 209 is upwards carried out the backing welding with lower edge reinforcing bar 206; Again waist bar reinforcing bar 209 is outer splayed upwards, bending stride across wind up reinforcing bar and with its welding, again waist bar reinforcing bar 209 is outer splayed forward downwards, the make progress lower edge reinforcing bar of intersection and opposite side of backing shape earrings 210/211 bending of its described waist bar reinforcing bar 209 is carried out the backing welding; So constantly move in circles, until waist bar reinforcing bar is connected to the another side of triangle bodily form truss 205 other ends.
Described bottom on mould floor base plate, and or the function pipe that sets in advance of the top on mould floor base plate, and or the top prognosis below mould floor base plate the function pipe is set:
One of them, the function pipe that bottom above the described mould floor base plate sets in advance, referring to Fig. 4, be arranged on the following and position of mould floor slab bottoms topping more than 403 of mould slab thickness center line, specifically be arranged on the centre position, bottom of adjacent two the trigone truss 414 above the base plate; The diameter of function pipe 405 is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the trigone truss and be no less than one, and function pipe 405 is fixedly connected with short connector with the trussed construction bar of trigone truss 414 the insides, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes the function pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein two, the function pipe that described top on mould floor base plate sets in advance, referring to Fig. 4, be arranged on the above and position of mould floor slab tops topping below 412 of mould slab thickness center line, specifically be arranged on the crown center position of adjacent two the trigone truss 414 above the base plate; The diameter of function pipe 411 is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the triangle bodily form truss and be no less than one, and function pipe 411 is to be fixedly connected with short connector with truss 414 structural poles of trigone truss the inside, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein three, the function pipe that described top prognosis below mould floor base plate arranges, referring to Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4 arranges by following several method and form of structure:
(1), function pipe 52-3/53-3/54-3 is arranged on that section is that the alternate rule of any concave-convex/terraced font/half waveform changes and or the base plate 52-1/53-1/54-1 of irregular variation shape below the centre position of adjacent two outer teats the insides, every root functionality pipe 52-3/53-3/54-3 setting is no less than a Ω shape pipe collar 52-4/53-4/54-4 and connecting bolt 52-5/53-5/54-5 assembly and its base plate 52-1/53-1/54-1 to be fixed, and perhaps direct and base plate 52-1/53-1/54-1 is welded and fixed;
(2), the function pipe is arranged on the linearly outside below the shape base plate 51-1 of section, every pipe 51-3 setting is no less than a Ω shape pipe collar 51-4 and connecting bolt 51-5 assembly and its base plate 51-1 to be fixed, and perhaps direct and base plate 51-1 is welded and fixed, and spacing is decided according to the actual requirements;
The above function pipe: be provided with the pipe box of internal thread docking at two of its function pipe, be provided with externally threaded tube connector with a two between the adjacent two root functionality pipes in every left and right sides and be connected with it; If plastic pipe or PPR pipe can also carry out heat with hot fusion welding method with homogeneous material and melt connection; After mould floor overall package, the adjacent perforation in the left and right sides that also is in line of its function pipe connect after perhaps connecting with tube connector, and its setting party is to parallel with the body of wall face;
After the above function pipe sets, can be floating with the bottom of cement mortar and mould floor base plate, also can directly the function pipe be exposed outside, one deck furred ceiling can also be set in the function tube outside again be fixedly connected with bottom with mould floor base plate.
The mould floor of described integral body the inside or outside arrange the inside of function pipe, as required, can water flowing/coal gas/air, also can lead to other liquid/gas, can also the logical various electric wire/cables of part; The described mould floor function pipe the inside or the outside also can not reserved setting sometimes as required, and perhaps not reserved needs the time spent, can remove also and can stop up floating getting final product with cement mortar.
The two sides of described mould floor base plate or two women's head-ornaments up and down arrange respectively the tongue and groove wire casing of relatively concavo-convex mutual grafting, perhaps arrange relatively
The hasp wire casing that the sun lap connects perhaps arranges the flat mouth wire casing that relative flat mouth is docked mutually; Be provided with the rubber press strip of sealed against leakage water in the middle of its tongue and groove wire casing/hasp wire casing, be provided with the rubber press strip of T font sealed against leakage water in the middle of its flat mouth wire casing;
The so mutually continuous grafting/hasp of described mould wallboard/flat folding has just formed the structural system of monolithic architecture thing mould floor; And on the described mould floor according to designing requirement linkage function pipe and colligation up/down distribution reinforcement after, placing of concrete can form the function floor with cement mortar screeding at last again.
Described mould floor bottom plate surface layer just/reverse side on, equal brushing one deck A level fireproof paint, and simultaneously on its outside, all brushing cover one deck decorative coating or the paint of various colors of indoor needs; Preferably: employing can produce negative oxygen ion negative oxygen ion cement mortar floated coat and or produce ecologic coating or the paint of negative oxygen ion; Perhaps water-based and or fluorine carbon coating or the paint of oiliness, perhaps imitating natural marble coating and true mineral varnish, perhaps imitative wood grain coating or paint; The outermost layer of the mould floor of described integral body is provided with layer protecting film, tears diaphragm off and get final product after construction finishes.
The form of structure of described mould floor, several below also having except above-mentioned preferred special case " " font, as: " U ",
" [", " M ", " recessed-protruding ", "+-+",
Etc. font, its internal construction and job practices are the same with " one " font.
A kind of multi-functional quickly building construction mould floor slab structure system of the present invention and job practices thereof, implement by following form of structure and construction sequence: referring to Fig. 1, Fig. 3-1, Fig. 3-2, Fig. 3-3, Fig. 4, Fig. 5-1, Fig. 5-2, Fig. 5-3, Fig. 5-4;
The first step according to the design thickness of floor and the requirement of length and other functions, is ready to be fit to the mould floor of needs; According to designing requirement, clear up and find out the relevant position that is supported on the beam simultaneously, and at beam the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the shear wall that is supported on both sides, and at shear wall the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the load bearing wall that is supported on both sides, and at load bearing wall the built-in fitting that is connected and fixed the mould floor is installed;
Second step, along beam or shear wall or load bearing wall both sides parallel plane laying mould floor 100, described mould floor respectively with beam or shear wall or load bearing wall on the embedded fixing component that arranges of both sides be connected and fixed, the two sides of every in twos two adjacent mould floors or be provided with water-tight rubber press strip between the tongue and groove of two women's head-ornaments up and down, so mutually continuous grafting/hasp/flat folded, just formed the whole floor of whole mould floor slab structure system, adjacent two triangle bodily form truss 105 can be connected and fixed with socketing on a small quantity reinforcing bar as required;
The 3rd step, according to designing requirement, if require mould floor the inside or outside installation function pipe, so just function pipe 405 is installed in advance the bottom above the mould floor base plate, with or function pipe 411 is installed in top above the mould floor base plate in advance, and or function pipe 51-3/52-3/53-3/54-3 prognosis is installed in top below the mould floor base plate; If do not require mould floor the inside or outside installation function pipe, so just get final product the function blockage is floating with the dismounting of function pipe or with cement mortar;
The 4th step, on described mould floor according to designing requirement, in the up/down topping of mould floor 412/403, colligation up/down distribution reinforcement respectively; And connect the function pipe 411/405 of various needs, keep described function pipe left and right sides aligned adjacent and point-blank, perhaps being connected on the straight line direction through tube connector;
The 5th step, on the basis in the 4th step, placing of concrete again; Begin placing of concrete from one side of mould floor, progressively draw close to the another side of mould floor, progressively water; Progressively with cement mortar successively progressively levelling, can form the function floor simultaneously.
The function pipe of every layer of mould floor inside after the described assembling keeps the adjacent connection in the left and right sides, in the left and right sides, monolithic architecture floor the inside aligned adjacent point-blank, perhaps the process tube connector being connected on the straight line direction, function pipe in the so described whole mould floor slab structure has just formed the function pipeline floor of monolithic architecture thing floor; Can be according to the needs of building, water flowing/coal gas/air also can lead to other liquid or gas, can also lead to various cable/wire, can also freeze as the heating in winter of regulating building and summer, perhaps gather the special channel of solar energy as building.
Equally, in order to upper method building, disposable the finishing simultaneously of described mould floor can be arranged and be installed on 3-5 or the 5-10 floor plate, and simultaneously with described mould floor and frame construction corresponding every layer be connected and fixed simultaneously after; At every layer the up/down distribution reinforcement that every layer of linkage function pipe and colligation is installed is set simultaneously again, last on-the-spot disposable every layer begins successively progressively placing of concrete simultaneously, and begin simultaneously simultaneously progressively floatingly successively with every layer of cement mortar, can finish simultaneously the building of primary concreting 3-5 or 5-10 layer; The whole anti-seismic performance of such building is very good, and speed is fast, and cost is low.
Above disclosed only is most preferred embodiment of the present invention, certainly can not limit with this interest field of the present invention, and the equivalent variations therefore done according to the present patent application claim perhaps by that analogy, still belongs to the scope that the present invention is contained; Other connecting processes in the embodiment, technical method is public, and is no longer burdensome at this.
Claims (13)
1. multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described mould floor, it is the base plate made from metal material or inorganic composite materials, fix or be not fixedly installed the trigone truss at base plate, and the bottom on base plate, with or top above the base plate set in advance the function pipe, and or the top prognosis below base plate the function pipe is set, and the mould floor slab structure system of the integral body that forms.
2. a kind of multi-functional quickly building construction mould floor slab structure system according to claim 1, it is characterized in that: the described base plate made from metal material or inorganic composite materials: if the base plate made from metal material, preferably: galvanized steel plain sheet, Al-Zn coated steel, aluminium sheet, aluminium alloy plate, copper coin, copper alloy plate, corrosion resistant plate etc.; If the base plate made from inorganic composite materials specifically comprises: inorganic composite materials, organic composite material, and the organic and inorganic material that mixes compound use;
Wherein: inorganic composite materials, as preferred use, generally be with common and or glass magnesium cement make basic material, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining;
Organic composite material, generally preferred: wood is moulded plate, perhaps uses the macromolecule engineering plastics, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining;
Organic and the inorganic material that mixes compound use generally is with nonwoven or geotextiles or cement cloth, adds other cementitious material again and forms through Compound Machining; Perhaps add cement with plastics and add foam and make basic material, add the wire fiber and or glass fiber and or string isostructuralism material, add again other cementabilities and fillibility material and form through the combined reaction Compound Machining.
3. a kind of multi-functional quickly building construction mould floor slab structure system according to claim 1, it is characterized in that: the length of described mould floor base plate, for any linear meter is processed in plant produced, on-the-spot design length cutting according to floor is installed, perhaps the length according to the floor design is fixedly installed, between general conventional preferred 1000-6000mm and two specification limits of 6000-12000mm; The width of mould floor base plate, for according to the construction module setting, general preferred 300/600/900/1200mm;
Described mould floor base plate is the section at two up and down: can be rectilinear, also can be any concavo-convex rule change shape and or irregular variation shape, or be any terraced font rule change shape and or irregular variation shape, or be half wave rule change shape and or irregular variation shape;
The two sides of described mould floor base plate or two women's head-ornaments up and down arrange respectively the tongue and groove wire casing of relatively concavo-convex mutual grafting, perhaps arrange relatively
The hasp wire casing of overlap joint perhaps arranges the flat mouth wire casing that relative flat mouth is docked mutually mutually; Be provided with the rubber press strip of sealed against leakage water in the middle of its tongue and groove wire casing/hasp wire casing, be provided with the rubber press strip of T font sealed against leakage water in the middle of its flat mouth wire casing.
4. according to claim 1, or 2, described a kind of multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described mould floor base plate is set up in parallel the die mould salient line that two alternate in twos semicircular arcs make progress in the vertical, article two, distance be distance between the set backing shape earrings of two waist bar reinforcing bars of trigone truss underframe between the salient line, and the vertical height of salient line projection is 3-5 times of waist bar bar diameter;
Article two, between the salient line or between the adjacent protrusion line, be equipped with the projecting slot that circular arc middle rectangle in two makes progress, projecting slot is of a size of short and is of a size of long 1/3-1/4 to size, is spaced apart the short size of 1-2 times of projecting slot; The vertical depth of projecting slot projection is 0.1-0.5 times of waist bar bar diameter.
5. a kind of multi-functional quickly building construction mould floor slab structure system according to claim 1 is characterized in that: described fixing or be not fixedly installed the trigone truss at mould floor base plate: if be fixedly installed; For metal base plate, take backing shape earrings that the underframe waist bar reinforcing bar of trigone truss is arranged to, be welded and fixed with the salient line of base plate, described backing shape earrings is the circular arc plane and outwards is bent into half garden earrings shape; For the inorganic compounding base plate, take backing shape earrings that the underframe waist bar reinforcing bar of trigone truss is arranged to, upwards add weldering short reinforcing bar or steel bar on the plane, carry out compound pre-buried being fixedly installed with the salient line of base plate;
If be not fixedly installed; For metal base plate, take the backing shape earrings with the underframe waist bar reinforcing bar of trigone truss, be threaded with U-shaped card composite member with the salient line of base plate or rivet; For the inorganic compounding base plate, take the backing shape earrings of the underframe waist bar reinforcing bar of trigone truss is added weldering short reinforcing bar or steel bar in the plane, be threaded with U-shaped card composite member with the reinforcing bar of the salient line the inside that is embedded in base plate or steel bar or rivet;
Fix or be not fixedly installed at least one trigone truss on the described every mould floor base plate, the interval of adjacent two trigone truss is between 100-300mm and two specification limits of 300-600mm, can as required, be connected and fixed with socketing on a small quantity reinforcing bar on the whole.
6. according to claim 1, or 5, described a kind of multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described trigone truss, concrete structure is: section is triangular in shape, and length is for being fixedly installed as required, perhaps any linear meter on-site cutting; The top of trigone truss arranges the reinforcing bar that winds up, and the both sides, bottom of trigone truss respectively arrange a lower edge reinforcing bar; The two sides of trigone truss arrange respectively a waist bar reinforcing bar, this waist bar reinforcing bar is to be the two sides symmetric figure to arrange, respectively along the two sides of trigone truss to both sides, carry out parallel welding according to upper with the reinforcing bar side of winding up at trigone truss top, lower bending is outer splayed and is arranged to backing shape earrings and lower edge reinforcing bar downwards and carries out the backing welding;
Described backing welding: be and waist bar reinforcing bar is arranged to be half-arc plane downwards outwards is bent into backing shape earrings, place the bending of the described backing shape earrings intersection that makes progress to carry out the backing welding lower edge reinforcing bar; So constantly repeat, till directly causing the two ends that this waist bar reinforcing bar is led to the trigone truss and finishing; And the connection of this waist bar reinforcing bar is successive shape.
7. according to claim 1, or 5, described a kind of multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described this waist bar reinforcing bar also has a kind of structure that arranges, namely this waist bar reinforcing bar is the asymmetric shape layout in two sides, along a side of one of triangle bodily form truss forward, weld with the reinforcing bar end face that winds up trigone truss top according to upper, bending strides across the reinforcing bar that winds up and is outer splayed forward downwards, and intersection and lower edge reinforcing bar that the backing shape earrings bending of its described waist bar reinforcing bar is made progress carry out the backing welding; Again waist bar reinforcing bar is outer splayed upwards, bending stride across wind up reinforcing bar and with its welding, again waist bar reinforcing bar is outer splayed forward downwards, the intersection that the backing shape earrings bending of its described waist bar reinforcing bar is made progress and the lower edge reinforcing bar of opposite side carry out the backing welding; So constantly move in circles, until waist bar reinforcing bar is connected to the another side of triangle bodily form truss other end.
8. a kind of multi-functional quickly building construction mould floor slab structure system according to claim 1, it is characterized in that: described bottom on mould floor base plate, with or the function pipe that sets in advance of top on mould floor base plate, and or the function pipe that arranges of the top prognosis below mould floor base plate:
One of them, the function pipe that bottom above the described mould floor base plate sets in advance, be arranged on the position that mould slab thickness center line is following and mould floor slab bottoms topping is above, specifically be arranged on the centre position, bottom of adjacent two the trigone truss above the base plate; The diameter of function pipe is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the trigone truss and be no less than one, and the function pipe is fixedly connected with short connector with the trussed construction bar of trigone truss the inside, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes the function pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein two, the function pipe that described top on mould floor base plate sets in advance, be arranged on the position that mould slab thickness center line is above and mould floor slab tops topping is following, specifically be arranged on the crown center position of adjacent two the trigone truss above the base plate; The diameter of function pipe is generally between the 1/3-1/4 of its mould floor one half thickness, the interval depends on the circumstances, be generally in every 2-3 the triangle bodily form truss and be no less than one, and the function pipe is to be fixedly connected with short connector with the trussed construction bar of trigone truss the inside, adjacent perforation the in the function pipe left and right sides after the connection, and its setting party is to parallel with the body of wall face; Sometimes pipe also arranges along triangle bodily form truss vertical direction as required;
Wherein three, the function pipe that described top prognosis below mould floor base plate arranges arranges by following several method and form of structure:
(1), the function pipe is arranged on that section is that the alternate rule of any concave-convex/half waveform/terraced font changes and or the base plate of irregular variation shape below the centre position of adjacent two outer teats the insides, the setting of every root functionality pipe is no less than a Ω shape pipe collar and connecting bolt assembly and its base plate to be fixed, and perhaps direct and base plate is welded and fixed;
(2), the function pipe is arranged on the linearly outside below the shape base plate of section, every pipe setting is no less than a Ω shape pipe collar and connecting bolt assembly and its base plate fixes, and perhaps direct and base plate is welded and fixed, and spacing is decided according to the actual requirements.
9. according to claim 1, or 8, described a kind of multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described function pipe, be provided with the pipe box of internal thread docking at two of its function pipe, be provided with externally threaded tube connector with a two between the adjacent two root functionality pipes in every left and right sides and be connected with it; If plastic pipe or PPR pipe can also carry out heat with hot fusion welding method with homogeneous material and melt connection; After mould floor overall package, the adjacent perforation in the left and right sides that also is in line of its function pipe connect after perhaps connecting with tube connector, and its setting party is to parallel with the body of wall face;
The inside that the mould floor the inside of described integral body or outside arrange the function pipe, as required, can water flowing/coal gas/air, also can lead to other liquid/gas, can also part lead to various electric wire/cables, can also freeze as the heating in winter of regulating building and summer, perhaps gather the special channel of solar energy as building;
After the bottom of described function Guan Zaimo floor base plate sets, can be floating with cement mortar and mould floor base plate bottom, also can directly the function pipe be exposed in its outside, one deck furred ceiling can also be set in the function tube outside again be fixedly connected with bottom with mould floor base plate;
The described mould floor function pipe the inside or the outside also can not reserved setting sometimes as required, and perhaps not reserved needs the time spent, can remove, and also can stop up floating getting final product with cement mortar.
10. according to claim 1, or 2, described a kind of multi-functional quickly building construction mould floor slab structure system, it is characterized in that: described mould floor bottom plate surface layer just/reverse side on, equal brushing one deck A level fireproof paints, and simultaneously on its outside, all brushing cover one deck decorative coating or the paint of various colors of indoor needs; Preferably: employing can produce the negative oxygen ion cement mortar floated coat of negative oxygen ion, and or produce ecologic coating or the paint of negative oxygen ion; Perhaps water-based and or fluorine carbon coating or the paint of oiliness, perhaps imitating natural marble coating and true mineral varnish, perhaps imitative wood grain coating or paint; The outermost layer of the mould floor of described integral body is provided with layer protecting film, tears diaphragm off and get final product after construction finishes.
11. a kind of multi-functional quickly building construction mould floor slab structure system according to claim 1 is characterized in that: the form of structure of described mould floor, several below also having except above-mentioned preferred special case " " font, as: " U ",
" [", " M ", " recessed-protruding ", "+-+",
Etc. font, its internal construction and job practices are the same with " one " font.
12. the job practices of a multi-functional quickly building construction mould floor slab structure system is implemented by following form of structure and construction sequence:
The first step according to the design thickness of floor and the requirement of length and other functions, is ready to be fit to the mould floor of needs; According to designing requirement, clear up and find out the relevant position that is supported on the beam simultaneously, and at beam the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the shear wall that is supported on both sides, and at shear wall the built-in fitting that is connected and fixed the mould floor is installed; Perhaps find out the relevant position on the load bearing wall that is supported on both sides, and at load bearing wall the built-in fitting that is connected and fixed the mould floor is installed;
Second step, along beam or shear wall or load bearing wall both sides parallel plane laying mould floor, described mould floor respectively with beam or shear wall or load bearing wall on the embedded fixing component that arranges of both sides be connected and fixed, the two sides of every in twos two adjacent mould floors or be provided with water-tight rubber press strip between the tongue and groove of two women's head-ornaments up and down, so mutually continuous grafting/hasp/flat folded, just formed the whole floor of whole mould floor slab structure system, adjacent two triangle bodily form truss can be connected and fixed with socketing on a small quantity reinforcing bar as required;
The 3rd step, according to designing requirement, if require mould floor the inside or outside installation function pipe, so just the function pipe is installed in advance the bottom above the mould floor base plate, with or the function pipe is installed in top above the mould floor base plate in advance, and or the prognosis of function pipe is installed in top below the mould floor base plate; If do not require mould floor the inside or outside installation function pipe, so just get final product the function blockage is floating with the dismounting of function pipe or with cement mortar;
In the 4th step, on described mould floor, according to designing requirement, in the up/down topping of mould floor, distinguish colligation up/down distribution reinforcement; And connect the function pipe of various needs, keep described function pipe left and right sides aligned adjacent and point-blank, perhaps being connected on the straight line direction through tube connector;
The 5th step, on the basis in the 4th step, placing of concrete again; Begin placing of concrete from one side of mould floor, progressively draw close to the another side of mould floor, progressively water; Progressively with cement mortar successively progressively levelling, can form the function floor simultaneously.
13. form of structure and the job practices of a kind of multi-functional quickly building construction mould floor slab structure system according to claim 12, it is characterized in that: disposable the finishing simultaneously of described mould floor can be arranged and be installed on 3-5 or the 5-10 floor plate, and simultaneously with described mould floor and frame construction corresponding every layer be connected and fixed simultaneously after; At every layer the up/down distribution reinforcement that every layer of linkage function pipe and colligation is installed is set simultaneously again, last on-the-spot disposable every layer begins successively progressively placing of concrete simultaneously, and begin simultaneously simultaneously progressively floatingly successively with every layer of cement mortar, can finish simultaneously the building of primary concreting 3-5 or 5-10 layer.
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105133769A (en) * | 2015-08-24 | 2015-12-09 | 浙江大泰科技股份有限公司 | Steel bar truss floor board with hollow cavity |
| CN110469013A (en) * | 2019-08-30 | 2019-11-19 | 刘家宇 | Cement fibre hollow lath complete cast-in-place exempts from demoulding building structure and its engineering method |
| CN110512782A (en) * | 2018-12-24 | 2019-11-29 | 湖北神州建材有限责任公司 | A kind of assembled architecture high-performance steam-pressing aero-concrete building, roof boarding |
| CN114481827A (en) * | 2021-04-15 | 2022-05-13 | 李贺喜 | Integrally assembled reinforced concrete slab bridge structure and construction method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
| KR100652353B1 (en) * | 2006-05-31 | 2006-11-30 | 주식회사 행림종합 건축사사무소 | A construction method of the bottom slab for concrete architecture |
| CN201099987Y (en) * | 2007-10-08 | 2008-08-13 | 武润喜 | Multifunctional cast-in-place board formwork element |
| CN201665952U (en) * | 2010-04-16 | 2010-12-08 | 浙江精工轻钢建筑工程有限公司 | Self-supporting floor deck |
| CN102296736A (en) * | 2011-09-01 | 2011-12-28 | 建研科技股份有限公司 | Self-supporting heat-insulation hollow floor slab and construction method thereof |
| CN102561679A (en) * | 2012-03-12 | 2012-07-11 | 浙江汉德邦建材有限公司 | Fabricated floor decking sheet, fastener and construction method of cast-in-situ concrete floor slabs |
| CN203034660U (en) * | 2012-08-10 | 2013-07-03 | 上海理想家园工程营造有限公司 | Multifunctional fast building template floor structural system |
-
2012
- 2012-08-10 CN CN2012102845130A patent/CN102852254A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2804224Y (en) * | 2005-07-19 | 2006-08-09 | 柒鼎国际（河南）房地产有限公司 | Reinforcing bar combined floor slab |
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