CN107060071B - The method in chain assembled building blocks assembling members assembly house - Google Patents

The method in chain assembled building blocks assembling members assembly house Download PDF

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Publication number
CN107060071B
CN107060071B CN201611010220.8A CN201611010220A CN107060071B CN 107060071 B CN107060071 B CN 107060071B CN 201611010220 A CN201611010220 A CN 201611010220A CN 107060071 B CN107060071 B CN 107060071B
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wall
block
chain
building blocks
column
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CN107060071A (en
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段志祥
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
    • E04B2/48—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by filling material with or without reinforcements in small channels in, or in grooves between, the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/50—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having a general shape differing from that of a parallelepiped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/52—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in some of the cavities forming load-bearing pillars or beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
    • E04B2/54—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities the walls being characterised by fillings in all cavities in order to form a wall construction
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0256—Special features of building elements
    • E04B2002/0258—Gripping or handling aids

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

The present invention relates to the methods in chain assembled building blocks assembling members assembly house.With different-thickness, the assembled building blocks with respective functional block shape under different chain types, in being assembled into respectively, the hollow or solid squares type of exterior wall uniform thickness and not uniform thickness, L-type, T-type, cross-shaped configuration column window beam, Men Liang, outrigger, collar tie beam, the individual members such as wall and floor, it is assembled into the house for meeting current specifications quality requirement, the product not only adapts to the small-sized house culture that lives scattered, it is also adapted for full wafer mechanization low layer, multilayer, high-rise total-prefabricated construction, with raising earthquake-resistant building effect, from the high-altitude working safety risk under built layer by layer, a large amount of templates of saving improve rate of progress of the construction, compare all other architectural structure system of domestic and foreign current, with more significant superiority of effectiveness.

Description

The method in chain assembled building blocks assembling members assembly house
Technical field
The present invention relates to the methods of chain assembled building blocks assembling members building.It is spelled using different types of assembled building blocks Each component component is dressed up, mechanical makeup is adapted to and is made into different layers height, difference, which is set up defences, requires a kind of method in house, can finally take Become architectural structure system of new generation for existing common brick brick-and-concrete buildings.The chain series of products were both suitble to economy to fall The artificial group in area is built afterwards, and developed area is suitble to carry out industrialized production and assembly, is related to wall wall reform, public peace The interleaving techniques fields such as full building construction.
Background technique
It is existing using Block type first is that have been achieved with now building construction process a kind of " multifunctional combination brick antidetonation The composite structure structure of anticracking assembled building blocks ", the patent of invention technology that patent No. 2L201310200644.0 original obtains focus on solution Certainly traditional artificial building method constructs single-layer or multi-layer house, due to block concave-convex type shape, not using traditional mortar building block method Big to be suitable for, speed of application is slow, is only suitable for the relatively backward regional architecture of economic condition, is not involved with assembled building blocks assembly house Field, influence the Project Technical, the development in an all-round way of product and further genralrlization.
It is existing using Block type second is that a kind of wall is built in chain functional combination concave-convex in horizontal mortar joint, block Block, in linear type group block be only used for filling wall, without be suitble to structural column variation assemblage block, independently combinable cannot construct house and Suitable for modern assembled constructs house.
It is existing using building block third is that a kind of universal filling applied at home or load bearing wall building block, but build Mode is to follow the prescribed order that ground is artificial to build block building one by one, without chain with composite structure function, building structure with set up defences Cost is too high.Currently, also nobody attempts the case that building block is constructed to house with motorization assembly form.There is several light-duty match in the country There are a very important background problems in market in the technological service of shell type house, i.e., domestic the relevant technologies authority and investment enterprise Industry biases toward for the cognitive diversity of national conditions and assembles board-like or steel member house technology entirely, and a common tendency, is exactly developer Have ignored user between traditional common brick brick-and-concrete buildings and the building systems of new technology building there are biggish cost with In the brought emotion of cultural difference or the passive accepting obstacles of ability to shoulder economically.This is because the built the house's vives of tradition It is century-old, thousand, and only even more than ten years decades in modern architecture service life, far away from user to the confidence level in " Qin's brick " house.Such as It is very pessimistic in terms of the case where receiving from citizen in addition cost is high in a kind of modern Building block for locally investing and developing construction, House is completed for many years, and but nobody subscribes.The cement composition building block system for being better than common brick intensity and texture of multiple groups type of the invention Product, especially wherein obtained patent of invention have the chain composite class building block of special function of seismic resistance type body, it is this for traditional brick Mixed structure is better than the building block building of this structure, heavy feeling and the sense of security again, substantially receives barrier without cultural emotion and price Hinder, it is more susceptible to user acceptance.Importantly, the means of production and equipment are general everywhere at home without increasing investment of providing fortification against earthquakes And can be transformed general, have the basic condition of scale development.Series of products can be widely used in all kinds of building constructions, traffic The buildings such as bridge tunnel, sponge city piping lane, urban road, water conservancy massif slope protection, and have thermal insulation property good, it can Meet the variation requirement of 50% or more building energy conservation, especially house synthesis function of seismic resistance compared with any similar building, This building was increased to ten times or more from 12 seconds in the time escaped after the earthquake to people, in raw and dead key It carves, can really open under the premise of keeping away out effective life channel this important feature, moreover it is possible to effectively utilize urban architecture The waste resources such as rubbish, industrial mining slag, domestic waste, municipal sludge, agricultural crops stalk, rivers,lakes and seas mud are raw Output is various comprehensive chain and limits chain assembled building blocks.Make house comprehensive cost lower than existing any building.Research Exploitation is improved and is promoted this new chained block for really meeting can be competent under national conditions and being better than traditional brick mix structure and builds Building structure system can form a new industrial chain, this enriches and promoted China's Building technology water to China's construction of future cities It is flat, to China's wall reform process is accelerated, distinctive " Qin's brick " architectural culture in China is saved, passed on and developed, there is great society Can meaning and economic value, this is even more that the industry several generations knowledgeable people struggle expect the dream of realization for it！
Summary of the invention
The purpose of the present invention is existing and existing social background, technical background there are aiming at the problem that improve and Further innovation, provides the construction method that a kind of product is more perfect, market application prospect is broader, for user's selection , the building block pattern of product functionization combination, can original manpower build building house by hand, be also adapted to product component Change, production industrialization, make-up machinery, with substitute comprehensively traditional brick-and-concrete buildings real suitable for China it is comprehensive new general Thought, new method, new industrial chain institute's type at new building system.In the content of present invention, optional one group of assembled building blocks It is assembled into beam, column, is assembled into floor, is assembled into the building structure component based on wall.This splicing structure form is suitable for appointing How anti-vibration house is constructed in a kind of functional combination building block, especially concave-convex comprehensive chain assembled building blocks building construction, and Adapt to the filling wall and reinforced masonry building of existing skyscraper.
The technical scheme is that a kind of method of chain assembled building blocks assembling members building, including assembly house Component: structural column, beam, wall, floor, it is characterised in that described: structural column, beam, wall, floor are respectively by surface of wall It coincide in bumps dislocation mortar joint or the different types of exterior wall of horizontal displacement mortar joint, interior wall chain chain with compound chain and limit Chamfering, assembled linkage structure column, chain beam, chain wall and the chain floor of chain assembled building blocks etc. of bevelling it is main Building；Each component is furnished with for lifting the hanging ring stiffener with reinforcement structure double action in vertical direction hole, Make each component become can handling assembly standard individual member；Linkage structure column and chain wall are contour, chain floor and room The room standard width of a room in an old-style house is wide, and floor can expand assembly, successively assembled according to layout design using mechanical hoisting device, the chain beam after assembly Linkage structure state is horizontally oriented with chain wall, and it is chain that linkage structure column with chain wall body node is unified in vertical structure State；Chain floor and chain wall are in reinforcing bar or concrete filled steel tube state.
Bevelling of the present invention, chamfering the comprehensive chain assembled building blocks of A class it is characterized in that: surface of wall horizontal direction is in The chained block of bumps dislocation mortar joint, on the rib of each piece of building block connection front and rear wall, it is upper or on have and wear muscle notch, this One assembled building blocks are divided into main piece and are respectively half, a quarter, 3/4ths auxiliary blocks and the L-type section of main block length Point corner block, the basic block such as T-type node rotation block, in addition to having set concave surface and tenon in building block horizontal direction on building block block Outside, inside and outside two wall of building block is equipped with connection both ends protrusion and horizontal bench fair therewith locks tenon, after group is built into wall, block and block Between, up and down in comprehensive concave-convex linkage structure relationship；
The surface of wall is coincide chain combination block in the horizontal chain assembled building blocks with horizontal displacement mortar joint for B class Block, for such assembled building blocks it is characterized in that: horizontal tenon is arranged in top surface between block interiors block and block, horizontal groove is arranged in bottom surface, Be up and down the linkage structure that coincide, on the rib of each piece of building block connection front and rear wall, it is upper or on have and wear muscle slot, this is chain Half, a quarter, 3/4ths auxiliary blocks and the L-type node that assembled building blocks are divided into main piece, are respectively main block length With the basic block such as T-type node rotation block；
The surface of wall combines chained block in the limit of horizontal displacement mortar joint, parallel up and down between block and block, Left and right is the chain or left and right limit linkage structure that coincide, and is C class assembled building blocks, it is characterized in that: each piece of building block connects front and rear wall Rib on up or down or on have and wear muscle slot, this assembled building blocks be divided into main piece, be respectively main block length two/ One, a variety of blocks such as a quarter, 3/4ths auxiliary blocks and L-type node and T-type node rotation block；
The different types of assembled building blocks of A, B, C are distinguished above, are also provided with interior wall combination of the thickness than outer wall thin and are built Block, equally by main piece, half, a quarter, 3/4ths auxiliary blocks, the L-type corner auxiliary of "-" type of main block length Block, T-type corner block and exterior wall and interior wall switch transition are adjusted to the basic block in T-type direction, or comprehensive company up and down Lock, or chain up and down or left and right coincide it is chain limit chain a variety of linkages with left and right, utilize one group of difference of any of the above to connect The assembled building blocks of lock form can group be built into the not equal thick wall bodies of the thick wall bodies such as interior wall and exterior wall and exterior wall and interior wall and house floor, L The building structures components such as type, T-type, cross and square body structural column, external and internal wall door beam, window beam, outrigger.
Structural column of the present invention is respectively L-type T-type or cross and four kinds of shapes of square structural column, feature Be: wherein L-type corner block combines l-shaped corner constructional column with 1/2 auxiliary block；By a word T-block of 1.5 times for main block length T-type structure column is combined into L corner block and 1/2 auxiliary block；Chain masonry of coincideing successively is intersected by a word T-block in length and breadth up and down, It is combined into cross structure column with 1/2 auxiliary block, all independent structures of tetragonal column formed by main piece of interior wall with L corner block Column and wall body node openning shape, that is, planform are inserted in automatic linkage structure for the single shrinkage pool of dovetail and the single tenon of dovetail；Or For the symmetrical compound linkage of dovetail pass；Be respectively one in front and one in back or one it is latter before the alternately concave-convex of variation or one convex One recessed double triangle hole, tenon automatic spacing linking type structure；It or for single knop formula shrinkage pool or is single knop The convex lock tenon automatic linkage formula of formula；Or the mutually symmetrical compound limit linking type structure of circular hole；Or respectively corresponding single ladder type Recess hole or the convex lock tenon Horizontal limiting linking type structure of single ladder type；Or respectively corresponding double ladder type recess holes or double A convex lock tenon Horizontal limiting linking type structure of ladder type；Or respectively corresponding single square type recess hole or the convex lock tenon of single square type Horizontal limiting linking type structure；Or respectively corresponding double square type slots or double a square type tenon Horizontal limiting interlock type knots Structure；Or respectively corresponding single semicircle slot or single semicircle tenon Horizontal limiting linking type structure；It or is respectively opposite Double semicircle slots or the double a semicircle tenon Horizontal limiting linking type structures answered；Be respectively one in front and one in back or one it is latter before hand over For a recessed one dome tenon Horizontal limiting linking type structure of circular hole of variation；Be respectively one in front and one in back or one it is latter before alternately change A trapezoidal compound linking type structure of tenon Horizontal limiting of recessed trapezoidal slot one；Be respectively one in front and one in back or one it is latter before alternately The recessed rectangular shaped slot one convex rectangle tenon limit of variation connects locking type structure；It or is respectively single triangular form recess hole or single triangle Type tenon Horizontal limiting linking type structure；Or respectively concave-concave triangle type hole or biconvex triangular form tenon limit linking type structure；Or The respectively compound linking type structure of chamfering edging shape infinite place；Or respectively zigzag Horizontal limiting linking type structure；Or respectively For 1/2 rectangle bumps step Horizontal limiting linking type structure；It or is respectively the compound linkage structure type form of cubic rectangle infinite place； All structural columns are compound chain with wall body node structure or for plug；Or insertion steel reinforcement cage casting concrete is compound chain；Or it uses Reinforcing bar clamp ring is poured the compound linkage of concrete after being inserted in structural column block end face and wall block end face spot-welded.
The method in chain assembled building blocks assembling members assembly house of the present invention, it is characterized in that: structural column and wall Used assembled building blocks have carried out block chamfering, bevelling technical treatment ash at after wall and have formed spill ash slot in surface of wall Mouthful, i.e., main mortar joint is presented in surface of wall, antiseepage envelope crucial point reason is carried out with the technique that combining wall flour is adornd, to substitute tradition It holds knife and wipes grey building method.
A kind of method of chain assembled building blocks assembling members building of the present invention, the beam includes door beam, window Beam, outrigger, the beam with chain group of one or two layers building block it is characterized in that: built, the threading slot set by each layer Middle arrangement horizontal reinforcement and the layout vertical and horizontal cross weld point reinforcing bar in hole, all chain composite class building block institutes of bumps The beam of formation, upper and lower male and fomale(M&F) can coincide chain with wall bumps.
Wall described in the method in chain assembled building blocks Building block house of the present invention, it is characterized in that: include by The lower band door opening wall of Men Liang, the combination of window beam and with window opening wall and without hole whole plate wall or fragment assembled wall, institute's split The reinforcement hanging ring steel pipe with holes with the dual-purpose band reinforcing bar of handling or top, window opening and door are furnished in wall surrounding building block hole Layout has reinforcement and handling dual-purpose band reinforcing bar or steel pipe in hole two sides building block hole, and the simple collar tie beam of cloth muscle is arranged on wall, The simple lower margin collar tie beam of cloth muscle is divided into, is tamped in institute's cloth muscle hole with concrete, casting filling thermal insulation material in remaining hole of building block, and By vertical stringing with it is horizontal with each structural column with pass that wall body node face is opened up and tenon type be symmetrical or corresponding and wall Body both ends tap the setting of threading rib for the guide hole or conduit of the horizontal plug of installation, and disposable implementation is in place；
The assembly interior wall wall is non-casting blockwork or be composite casting self-heat conserving chained block wall, method It is characterized in: is poured compound insulating material wall using chain assembled building blocks assembly, shakes the hydraulic branch of die station using hydraulic convertible The split component that column support angle is greater than 90 ° of gradients relies in support platform, by the good hollow wall of split, to infusing in hole After entering foamed heat insulating concrete, wall of the hydraulic device for folding by gradient plate together with institute's split is slowly laid flat, and makes to be pressurized originally The foaming body of > 3m becomes only more than ten centimetres of horizontal compression expander, guarantees that foaming body exists substantially in wall block hole Steady molding under passive state makes wall be really achieved self-insurance temp effect, must be by all ground holes before casting material Feng Shi seals wall top hole in fact before being laid flat.
The method of chain assembled building blocks assembling members building of the present invention it is characterized in that: the structural column and The premise of the assembling method of wall, structural column and corresponding linkage structure is chain assembly, and according to Design Orientation needs, in wall The rib among two set threading grooves is cracked on vertical block at the segmentation of the depth of beam of body, i.e., is filled in structural column and wall Timing, the horizontal hole of the other end for just foring the one end by structural column to wall pre-buried can be led in this hole Pipe and lateral penetration pipe, it is chain in column, wall assembly docking using bolt element to be horizontally inserted into limit；
It is described in composite assembly structural column and wall, combination structural member for building uses mortar technique it is characterized in that: using viscous Glue dip method when the components such as composite assembly wall, by common building glue, participates in cement, agitated, is contained with flat box parts, Building block is soaked in mixed serum and is glued, is sketched the contours with cement mortar or smears reality by inside and outside powdering layer.
The method in chain assembled building blocks assembling members assembly house of the present invention, the floor are divided into embodiment 1 Block combined floor slab and embodiment 2 diamond pattern cloth muscle blind hole floor, the block combined floor slab embodiment 1, it is characterized in that: 1/2 auxiliary block of the block combined floor slab using main piece and for main block length, in conjunction with horizontal with longitudinal cloth muscle and in building block hole Casting concrete is directly installed on wall cylinder after maintaining into rigid structural member；The rib type cloth muscle blind hole floor, it is special Sign is: this kind of structural approach structural approach is the horizontal layout reinforcing rib on platform, longitudinal layout steel reinforcement cage dual-purpose with lifting, Concrete is poured in hole；The 2 prismatic cloth muscle blind hole floor of embodiment, is prefabricated prismatic cloth muscle net, net quadrangle or in advance The pre-buried or later period is equipped with the angle L wall and forms closed triangular form reinforcing rib, the i.e. rectangular muscle of reinforcing rib both ends stretching Head part directly anchors into the angle the L blockwork of split and is furnished with the stem of vertical strengthening ribs when installing floor, reserved It is inserted and is solidified with concrete in some perforations, and run through each floor, the control to wall is structurally reinforced with this, made originally The function of seismic resistance in house is further increased at " all directions " structural wall cylinder in structural mechanics mo(u)ld top half in the wall cylinder of square.
The method in chain assembled building blocks assembling members assembly house of the present invention, be equipped with L, T, cross square Structural column, it is characterized in that: being equipped with the steel that can penetrate through every floor plate in all L, T, cross tetragonal structure post holes hole Casing or reinforcing bar, the stem in every layer of wall, the reinforced cement concrete structure and horizontal wall cloth muscle being laid out in structural column Only being welded in each skin vertical block, steel pipe casing is laid out reinforcing rib to cover small greatly in every floor or structural column in column, Upper and lower level welding increases, and the house of low level need not be laid out reinforcing rib, only be tamped with plain concrete.
The method in chain assembled building blocks assembling members assembly house of the present invention, it is characterized in that: when each structural member is supported Shield molding, house foundation is in place, and then according to basic layout design standard width of a room in an old-style house size, a component is transported to scene by structural column position Such as Figure 30 or first hoisting structure column, it is equipped with basis identical steel pipe or reinforcing bar in structural column, steel pipe is then in place, the steel that covers small set greatly Muscle is then welded in place, and adjusts frock tool by angle, wall is reassembled after adjustment angle, after forming house cylinder, is reassembled Floor and other conventional prefabricated components such as stair, balcony etc..So by, successively be assembled into composite design requirement Antiseismic house Room.
The method in chain assembled building blocks assembling members assembly house of the present invention, it is characterized in that: it is used by it a kind of Chained block is combined by structural column, wall parts assembly structural shape, each standard width of a room in an old-style house house cylinder of single layer wall can be combined into, In conjunction with floor cloth muscle technology bring " all directions " wall process implementing, then handling pieces together the interlayer wall room for cold and hot bridge-type of breaking Room, inside and outside interlamellar spacing type at sandwich hole insert fire-proof and thermal-insulation thermal insulation material.
L, T needed for house of the present invention, cross tetragonal structure column, column bottom passes through the interior steel pipe or reinforcing bar set when assembled Cage, steel pipe can be with size bumps fitting up and down for component, can be mixed by being formed to the casting of steel reinforcement cage hole with ground base cloth muscle Xtah Crude Clay structure；Stem set by wall, can according to house desigh height in corresponding hole or configuration insertion reinforcing rib, or use Plain concrete tamps, however, in the form of which kind of reinforcement structure, in tier building building, it is emphasized the characteristics of be, it is such recessed Convex mortar joint linkage structure can jounce is dynamic everywhere and " being boldly confronted a powerful opponent with soft " " wait for quietly moving ", the earthquake longitudinal direction destructive power flexibly beated are long-range In the theory support main points of horizontal destructive power, mainly formed using every layer of linkage structure building block that can be conditioned each other each chain The shaggy tooth structural shape that component mutually restricts neatly removes the failure energy of payment earthquake, and not emphasizes the rigid of house entirety It is therefore, this with combined blockwork chain layer by layer, chain combined structure in a manner of property shock resistance is gone " by very stiff and demanding " Column is the pin-connected panel of main structure for horizontal and longitudinal reinforcement or steel reinforcement cage pad necessary in brick masonry structure building, is only examined Consider and carried out in each layer of horizontal building block in wall, is not required to weld in each crosspoint in length and breadth, in case increase is unnecessary Technique and material spending and from it is unfavorable to antidetonation or suitable instead to cause wall crazing in the case where earthquake is met in house It is anti-.
Composite assembly building block block of the present invention, cloth muscle adapts to generation traditional brick-and-concrete buildings, as long as changing formula bulk density, It is adapted to high-rise frame structure filling wall.
When component assembles house, can first location structure column, fill wall afterwards, finally fill floor, can also first positioning wall, Assembling structure column afterwards finally fills floor.
Composite assembly component of the present invention, can according to the needs of region to further increase house wall heat preservation and insulation It is assembled into the disconnected cold-heat bridge sandwich wall cylinder house of inner-outer wall.
Various structural member assembly amounts of the present invention are big, it is necessary to have corresponding equipment to be specially designed a kind of hydraulic convertible Assembled die station, characteristic point are: supporting flat base, worker's assembly standing platform, hydraulic cylinder, machine by the support of assembled component Each component group such as seat, fuel tank, the platform rely on plate, pass through the pass of oil cylinder hydraulic static(al) and central support shaft and commutation support shaft Continuous cropping is used, and the component under loading can be carried out going up and down within the scope of 0-90 °.It is simultaneously also that combined wall must use equipment.
Other such as stair, balcony with general character involved by assembly room of the invention can carry out product component and be matched Set, the position that need to reinforce individually can be with secondary combined processing.
Global advantage of the present invention is shown:
First, place structure member can be completed in factory or the operation of building-site low latitude, reduce the manpower of building dense In the risk of high altitude operation；
Second, finely implementing various techniques convenient for ground, as wall body decoration versatile layout is implemented into each details；
Third, accelerating speed of application since the surfacing of building block and the accuracy of geometric dimension are high, reducing mortar Usage amount reduces building cost；
Fourth, solving needs to consume a large amount of templates and steel pipe support in cast in place technique, slow problem of constructing.
Fifth, in conjunction with the light mating of facility, it can be in the building-site of extensive reconstruction of the old city town, from processing building waste Building block combined member is produced to gathering materials on the spot, until house assembly, a large amount of raw material freight volume can be reduced, for flourishing city City reduces urban road because polluting for the second time caused by transport waste material, reduces traffic jam, all have significant social benefit With economic benefit, only transportation cost can reduce 15% or so of monolithic architecture investment；
Sixth, assembled building blocks are assembled, used device is easy, and scale is changeable, can select because of ground because of person, relatively previous red Brick masonry house, technique, process are simpler, and application is more convenient, and cost is cheaper, and quality is more excellent, with regard to same room House under room quality requirement, average aggregate cost etc. reduce 10-20% and differ.
Seventh, by the simple unique science of effectively providing fortification against earthquakes that the chain effect of assembled building blocks is embodied, group House constructed by the component of conjunction can largely reduce the application of steel, to inclined under the premise of reaching antidetonation rank and setting up defences and require Remote area underdeveloped equally to the cost for reducing builder and anti seismic efficiency is relatively reliable, can reduce ground to the maximum extent Shake burst has important practical significance to life and property loss caused by the people.
Eighth, combination chained block architectural structure system, traditional brick mix structural system, with Chinese thousands of years traditional architecture texts Change comes down in a continuous line, the house constructed with it in the minds of its people both without cultural difference accepting obstacles, also less than the warp in existing room rate Help accepting obstacles, which can be not only used for bottom, it can also be used to which skyscraper can be used to building construction, can also be extensive It is to replace comprehensively for buildings such as traffic, bridge, tunnel, sponge city piping lane, avenue road surface, water conservancy slope protection facilities The most ideal product of conventional red tile floor position, the exploitation of project industrial chain carry out wall to China to development China building material industry Reform ultimate aim, carries forward China's architectural tradition culture, expand China's broader practice domain level constraints, promote social economy's hair Exhibition will make tremendous contribution.
Detailed description of the invention
Fig. 1 be the concave-convex chain plus antiseepage bumps step upper and lower, left and right of three rounds of the A class bumps mortar joint based on main piece 4, Comprehensive chain assembled building blocks block shape schematic diagram after wall antetheca.
Fig. 2 is that the concave-convex chain combination in the compound upper and lower, left and right of single row of holes step of the A class bumps mortar joint based on main piece 4 is built Block block shape schematic diagram
Fig. 3 is that the concave-convex chain combination in three rounds " mesh word " the shape upper and lower, left and right of A class bumps mortar joint based on main piece 4 is built Block block shape schematic diagram
Fig. 4 is the concave-convex chain combination in interior wall duplex word single row of holes upper and lower, left and right of the A class bumps mortar joint based on main piece 4 Building block block shape schematic diagram
Fig. 5 is that interior wall single row of holes duplex font upper and lower, left and right of the A class bumps mortar joint based on main piece 4 are chain group concave-convex Close building block block shape schematic diagram
Fig. 6 is that the concave-convex chain combination in interior wall single row of holes day word upper and lower, left and right of the A class bumps mortar joint based on main piece 4 is built Block block shape schematic diagram
Fig. 7 is B class horizontal mortar joint above and below the mu character shape single row of holes based on main piece 4, the company of limit after horizontal trapezoidal walls antetheca Lock coincide with left and right dovetail interlocks assembled building blocks block shape schematic diagram
Fig. 8 is limited after the upper and lower horizontal wall antetheca of single row of holes duplex font of the B class horizontal mortar joint based on main piece 4 of interior wall Chain assembled building blocks block shape schematic diagram
Fig. 9 is the company of limit after the upper and lower horizontal wall antetheca of single row of holes stud of the B class horizontal mortar joint based on main piece 4 of interior wall Lock assembled building blocks block shape schematic diagram
Figure 10 is duplexing font parallelogram single row of holes end of the C class horizontal mortar joint based on main piece 4 as dovetail hole tenon Coincide interlocking assembled building blocks block shape schematic diagram
Figure 11 is that the stud single hole round based on main piece 4 of the chain assembled building blocks of interior wall reaches linkage structure with cloth muscle means Block shape schematic diagram, in which:
Figure 11 A is the comprehensive chain surface of wall in upper and lower, left and right front and back in the chain class assembled building blocks of A class bumps mortar joint The 1. L-type structure column of relevant block combination, 2. T-type structure column, 3. cross-shaped configuration column stereoscopic schematic diagram；
Figure 11 B is that the comprehensive chain surface of wall of bumps in horizontal direction upper and lower, left and right front and back is in horizontal mortar joint quasi-linkage The 1. L-type node structure column of assembled building blocks relevant block combination, 2. T-type node structure column, 3. cross node structure column is three-dimensional Schematic diagram；
Figure 11 C 1. L-type section that relevant block is respectively combined in the chain class assembled building blocks in parallel left and right up and down between block Point structure column, 2. T-type node structure column, 3. cross node structure column stereoscopic schematic diagram.
Figure 12 is the cloth muscle door beam of chained block main body and 1/2 auxiliary block split, window beam schematic diagram.
Figure 13 is the cloth muscle outrigger or window beam schematic diagram of chained block main body with 1/2 piece of auxiliary split.
Figure 14 is by main piece of horizontal plane end chained block class cloth muscle door beam, the window beam schematic diagram with 1/2 auxiliary block split.
Figure 15 be from chained block on assembly jig with cloth muscle split L-type structure column stereoscopic schematic diagram.
Figure 16 be from chained block on assembly jig with cloth muscle split T-type structure column stereoscopic schematic diagram.
Figure 17 is the floor stereoscopic schematic diagram combined by B quasi-linkage building block arrangement of reinforcement on assembly jig.
Figure 18 is the band window opening wall stereoscopic schematic diagram of the split on assembly jig by chained block.
Figure 19 is chained block structural column and the welding of wall fastener or uses plug splicing structure method schematic diagram.
Figure 20 is chained block structural column and the not wide block structure schematic diagram of wall.
Figure 21 is that chained block structural column and wall use concrete casting splicing structure schematic diagram.
Figure 22 is that chained block structural column and wall use vertical reinforcement cage plunger form splicing structure schematic diagram.
Figure 23 be chained block structural column with wall body node using horizontal anchor bolt with the vertical chain splicing structure combined Schematic diagram.
Figure 24 is the floor assembling structure schematic diagram built by the building block of B quasi-linkage and arrangement of reinforcement method group.
Figure 25 is the building block floor assembling structure part schematic diagram that embodiment 1 is built by the building block of A quasi-linkage and arrangement of reinforcement method group.
Figure 26 is 2 blind hole floor cloth muscle structural schematic diagram of embodiment
Figure 26 ' is that embodiment 2 uses formed in mould prismatic cloth muscle blind hole floor and wall assembling structure diagram.
Figure 27 is that 2 prismatic cloth muscle blind hole floor of embodiment widens assembled welding schematic diagram.
Figure 28 is the mounting structure column schematic diagram in house foundation structural column pile foundation.
Figure 29 is to utilize adjustment tool correcting structure column schematic diagram.
Figure 30 uses the chain assembled schematic diagram of hanging device hanging belt door opening wall and structural column.
Figure 31,32 use the chain assembled schematic diagram of hanging device hanging belt window opening wall and structural column.
Figure 33 uses the chain assembled schematic diagram of hanging device lifting whole plate wall and structural column.
Figure 34 lifts floor schematic diagram using hanging device
Figure 35 is floor, column, wall, house integral lifting assembling schematic diagram
Figure 36 uses any group of combination interior wall chained block, is assembled into disconnected cold-heat bridge sandwich wall cylinder schematic diagram.
Figure 37,38,39 are hydraulic equivalent or assembled die station operation schematic diagrams.
Specific embodiment
The present invention is further illustrated with reference to the accompanying drawings and examples
It is using main piece of a4 in Fig. 1 as core as shown in Figure 1, being a kind of three round all direction multifunctional sex-kink assembled building blocks The heart constitutes the a6 block composition one of 3/4 a3,2/4 a2 of block a4 length based on distinguishing, the a5 of 1/4 a1 and L-type, T-type Kind it is that A kind bumps misplace the assembled building blocks of chain mortar joint type in the surface of wall constructed, becomes splicing structure column, beam, wall And floor can finally be assembled into the most basic part in house, shown in Fig. 19 and 10 form the concave-convex vertically and horizontally of block Linkage structure relationship；4 " form the horizontal left and right linkage relationship between blocks 4 ', 4 ' with the convex lock tenon 9 in plane both ends on block Inside, which is connected, to maintain an equal level, and forming one with block outer concave lock plane 10 is corresponding step, is formed with block bottom surface opposite " groove can coincide chain, not only further enhance the effect of Horizontal limiting between wall block, but also be avoided that in wall for 4 answered Outer generation group build after straight line straight joint, not only waterproof, seepage control, but also can increase the function of blocking cold-heat bridge.Such chain assembled building blocks are only It is suitable for the bidirectional hydraulic make-up machine production up and down of high tonnage.
As shown in Fig. 2, chain group that is in concave-convex mortar joint for a kind of single row of holes wall similar with function affect described in Fig. 1 Building block is closed, this group of building block is by bases such as main piece of b4,3/4 piece of b3,1/2 piece of b2,1/4 piece of b1, L corner block b5 and T-type corner block b6 This block type is combined into a kind of combination chained block.Main piece shaped like " duplexing word ", block both ends are symmetrical dovetail hole 8.
As shown in figure 3, such combination chained block is suitable for domestic common fixed or walking molding machine production, but palpus Core pulling mould is set.It misplaces for a kind of three round of identical " mesh word " type of function affect described in Fig. 1, surface of wall in A class bumps The chain assembled building blocks of mortar joint, building block is by main piece of c4,3/4 piece of c3,1/2 piece of c2,1/4 piece of c1, L corner block c5 and T-type corner block C6 basic block type is combined into a kind of combination chained block.Using main piece of c4 on the block of core, not set horizontal chain and waterproof Step, main piece of both ends hole shape is single dovetail hole 8, and block rib 9 ' is equipped with the slot 7 for wearing muscle, and such block is suitable Domestic fixation or walking are answered, common table shake is produced with molding apparatus and designed, but need to reequip or be arranged core pulling mould.
As shown in figure 4, being in A for similar one kind " duplex " font single row of holes of function affect described in Fig. 1, surface of wall The combination chained block of kind of concave-convex dislocation mortar joint type, by main piece of d4,3/4 piece of d3,1/2 piece of d2,1/4 piece of d1, L corner block d5 and T-type corner block d6 basic block type is combined into a kind of combination chained block.The main piece of both ends d4 hole shape is dovetail hole 8, block face The slot 7 that can wear muscle is provided on layer rib 9 ', such block adapts to domestic common table shake fixation or the production of walking equipment.
As shown in figure 5, chained block is combined with the matching used interior wall of exterior wall for one kind described in Fig. 1, a kind of this combination Outer, interior T shape corner interlock block e7 is equipped in building block, block and exterior wall coincide a chain end rib equipped with slot 7, interior wall one end Rib is equipped with slot 7, is all provided with grooved hole on other block ribs 9 ', this assembled building blocks is respectively by main piece of e4,1/2 piece of e2,3/4 piece E3,1/4 piece of e1, L hornblock e5 and T shape corner and cross share block e6 composition.This set product be suitable for fixed common mould shake or Platform shakes equipment or the production of walking equipment, need to set core pulling mould.
As shown in fig. 6, combining chained block with the matching used interior wall of exterior wall for one kind described in Fig. 5, this combination is built L corner block f7 is equipped in block, it is in 90 ° of angle knots that its side 3/4 and other side of block f4 block based on, which is the 1/4 of block length, It closes, the slot 7 of threading is had on rib 9 ', this assembled building blocks is respectively by main piece of f4,1/4 piece of f1,1/2 piece F2,3/4 piece of f3, L corner block f5, T-type and cross share block f6 and right-angled corner block f7 and are formed.Such assembled building blocks it is another One feature be it is symmetrical above and below, the both forward and reverse directions that can turn somersault build, adapt to various rectangular configuration columns and L, T, cross knot Structure column is assembled, is suitable for high tonnage bidirectional hydraulic make-up equipment production.
As shown in fig. 7, for a kind of surface of wall be in B class horizontal displacement mortar joint, level in it is chain vertical with end dovetail hole The assembled building blocks of dual linked, main piece of body are " shellfish " font, are equipped with from block one end to the other end on the outside of the horizontal plane of building block Recessed lock plane 10 and convex lock plane g4 ', convex lock plane g4 ' and block rib 9 ' maintain an equal level, block rib is equipped with symmetrical parallel slot 7, this assembled building blocks is respectively by main piece of g4,1/2 piece of g2 of main block length；1/4 piece of g1；3/4 piece of g4；L corner block g5 and T-shaped It is formed with cross corner block g6；When group builds a wall body, 10 and 4 in figure ", the horizontal concave-convex limit of about 10 ' g4 ' and it is chain, it is adjacent The horizontal limit that coincide in the dovetail hole 8 of block is chain, this set product is suitable for domestic universal wider mould shake or mould shake plus platform shake Block machine production, but need to change and set core pulling mould.
As shown in figure 8, connecting for one group of same type interior wall Horizontal limiting that cooperation Fig. 7 exterior wall constructs house is chain with inner-outer wall The assembled building blocks of lock, it is respectively by main piece of h4, for 1/4 piece of h1 of main block length；1/2 piece of h2；3/4 piece of h3；L corner block h5, T-type Block h6 is shared with cross corner and the excessive interlock block h7 of inner-outer wall T-type corner block is formed；It is upper flat in block after a word wall group is built The convex lock plane g4 ' in face is horizontal chain with the vertical limit that coincide with 10 ', when exterior wall and interior wall composition T-type wall, is connected using L transition Closing piece h7,11 in block coincide with 11 hole shape of exterior wall T-shaped block g6 centre bore in Fig. 7, concave-convex by the g4 ' and about 10 ' of block The limit that coincide is chain.It is combined into T-type linkage structure column, wall.Such composite class Horizontal limiting chained block is suitble to domestic common block Block forming machine equipment is engineered at core pulling modular form, and the two-way concave surface of block upward, can produce.
As shown in figure 9, to adapt to one group of chain block of interior wall set by the chain assembled building blocks of Horizontal limiting of type shown in Fig. 8 The outstanding feature of block, this group of building block be additionally arranged can directly corner symmetrical L-type corner block i7 and i8 because this It is upper it is horizontal concave-convex with to be lauched plano-concave convex positive stop chain non-symmetrical above and below chain, a kind of unavailable block corner of the L block and it is required It is that chain construct in quadrangle adapted in house by the L block of a pair of of opposite direction is constructed with rectangular configuration column, such combination connects It locks building block and is suitble to domestic common block forming machine equipment or walking equipment, modified core pulling modular form, the horizontal concave surface of block It produces upward.
As shown in Figure 10, chained block is combined in coincide self-locking class of horizontal displacement mortar joint both ends horizontal for C class wall is two-sided, It is the lock that coincide that block one end that its various corner block is used with main piece of such as structural column and wall side, which is 8 other end of dovetail hole, Convex tail 8 ' guarantees the chain of the horizontal fish tail biting formula of each building block by horizontal dovetail self-locking formula.In conjunction with plug, fill concrete or snap ring It welds real structural column and wall body node or coincide self-locking or limit the chain of passive type.Wall increases vertical reinforcing bars amount, this group connects Lock building block by main piece of j4, respectively based on block j4 length 1/2 piece of j2,3/4 piece of j3,1/4 piece of j1 and L corner block j2, T-type and ten Word shares corner block j6 and is composed.
Combination of the above building block has all carried out chamfered in block quadrangle, as shown in figure 1 shown in 13, carries out to block both sides Bevelling processing, as shown in figure 1 shown in 14.
Figure 11 A is tri- kinds of chain shape versions of difference of A, B, C according to designed by the domestic type selecting equipment for being suitble to production Surface of wall uses as shown in Figure 1, Figure 2, Fig. 3, Fig. 4 assemblage block in the comprehensive chain assembled building blocks of A of the concave-convex chain mortar joint of dislocation In the same L corner Block direction of 5 (i.e. a5, b5, c5, d5) turn 90 ° of positions and intersect and be combined into the L corner in 11A with a2 in Fig. 1 Column 1., using in this figure 6 with 5 and 2 every layer intersect to build and form 2. T-type structure columns in Figure 11 A type, using in the above figure 3. 6 and 2 right-angled intersections build the cross-shaped configuration column to be formed in Figure 11 A.Each structural column opening shape in conjunction with wall is above Symmetrical dovetail hole, as shown in figure 18,8 in Fig. 2,8 in Fig. 3 shown in, between above each structural column and wall horizontal plane block In the chain mortar joint that misplaces.Corner 1 ' is in horizontal mortar joint.See 1 in figure " shown in.
Figure 11 B be according to domestic equipment be suitble to production type selecting equipment designed by tri- kinds of chain shapes of difference of A, B, C with Form one of wall be horizontal mortar joint B kind chained block, combination using the L corner block 5 and 2 two kind of block shape in Fig. 7, L-type structure column made of every layer of building block intersection group is built is 1.；It is 2. to utilize the L corner block 5 and 6 and 2 three kind of block in Fig. 7 in Figure 12 Body, T-type structure column made of every layer of combined crosswise；3. to intersect the cross-shaped configuration column of group block with 2 blocks using 6 in Fig. 7, Node of the structural column in conjunction with wall be with wall side block openning shape be symmetrical dovetail hole, as shown in 8 in Fig. 7, wherein L Angle 1 is " in concave-convex mortar joint；It is in horizontal displacement mortar joint between other structure columns and each block of wall.
Figure 11 C is the chain shape of tri- kinds of differences of ABC and form according to designed by the domestic type selecting equipment for being suitble to production Surface of wall limits chained block in the C class combination both ends of horizontal displacement mortar joint, as the L5 corner block circulation in Figure 10 converts 90 ° L-type structure column is combined into 1/2 adjustment block 2；Intersect group with 5 and 2 using 6 in Figure 10 and is built into T-type structure column 2.；By in Figure 10 6 intersect group with 2 and be built into cross structure column 3..Above each structural column node opening shape in conjunction with wall is symmetrical dovetail hole, As shown in 8 in Figure 10 block, above each structural column corner 1 " and be in horizontal displacement mortar joint between each block of wall.It is described all " structural column and assembled equipment by chain assembled building blocks assembly " picture and text that L shape, T shape, cross-shaped structure column have been applied at the same time Middle detailed description.The tetragonal column, " structural column and assembled equipment by chain assembled building blocks assembly " seen while applied In document shown in attached drawing 12,13,14,15.
As shown in figure 12, by main piece of rods arranged in horizontal line in Fig. 1-Fig. 4 and Fig. 7, Figure 10, in the wiring groove up and down of block It is laid out horizontal stiffener on (i.e. slot), after being laid out in block hole and welding vertical stiffeners, cloth muscle hole is poured mixed Solidifying soil, forms through maintenance.It is characterized in that can coincide above and below with wall shaggy tooth chain window, Men Liang, simple window beam can be become See the outrigger of double-layer structure shown in 4 in Figure 12 as shown in 4 in 4 and Figure 14 in Figure 13.
As shown in figure 30, it is made of in wall in the comprehensive chain block 4 and block 2 of concave-convex dislocation mortar joint Fig. 1-Fig. 4 Band door opening wall；Wherein MC is arrangement of reinforcement door beam or window beam；3X is simple arrangement of reinforcement collar tie beam；5D is arrangement of reinforcement footing beam or outrigger, and 5A is Cloth muscle steel loop is lifted, all cloth muscles are all laid out in place during assembled component.
As shown in figure 18, the band window opening wall being built by main piece 4 and 2 groups of auxiliary block in Fig. 1-Fig. 4, MC is cloth muscle in figure Window beam；3X is simple cloth muscle collar tie beam；MC is cloth muscle window sill；3X is cloth muscle footing beam.
If Figure 17 is the floor for using main piece 4 of Fig. 5, Fig. 6, Fig. 8, Fig. 9 interior wall and the assembled building block of auxiliary block 2,4H is vertical junction Structure steel reinforcement cage, 5A ' is the longitudinally reinforced and dual-purpose reinforcing bar 5A ' of hanging ring 5A or the steel reinforcement cage lower end 4H, 5A is institute cloth reinforcing bar 5A ' welding Steel pallet 6b, after floor group finishes building, to concrete is poured in vertical hole, at rigidity component after natural curing.
As Figure 24,25 are laid out showing for reinforcing rib for 1 chained block floor of block combined floor slab member embodiment in block It is intended to, 4 be main piece of interior wall in figure, and 2 be 1/2 auxiliary block of interior wall；4H is the longitudinal reinforcement cage penetrated in building block hole；5D is horizontal adds Strengthening tendons, 6b are hanging ring steel reinforcement cage steel pallet, play fixed and assembled welding.When splicing building block floor, in the Figure 24 of floor one end 2 be 1/2 piece of block hole, be pressed on wall block and coincide with wall hole, insertion drill rod inserts concrete, and floor area can add Greatly, the steel pallet 6b of electric welding when assembled, two plates, which are connected, to be welded, then is welded poor mouth in split and smeared real waterproof mortar.
When being laid out reinforcing bar such as Figure 26 for 2 blind hole floor arrangement of reinforcement schematic diagram of embodiment, guarantee two in four angles of each monolithic Right angle is furnished with 8 reinforcing bar of elbow or four angles are equipped with 8 reinforcing bar of elbow, when floor and house standard width of a room in an old-style house area equation, all elbows 8 The identical riveting of reinforcing bar enters in the wall hole of receiving, makes originally to be that cubic wall cylinder becomes " all directions " wall cylinder in mechanical property Body increases the antidetonation anti-cracking function in house with progress.6b is the assembled welded plate for lengthening or widening floor in Figure 26 ', assembles building When plate, upward, downward, two plates flush can be inserted in drill rod welding to floor blind hole 1 in pipe, and 10 be blind hole in Figure 27 for baseplane The hollow hole that set each diamond shape blind hole communicates in rib type rib, is stringing for embedded threading pipe flexible choice wire location, 6 Signal, 6b is welded plate, and in addition four sides of floor are equipped with locking bolt hole 5 that is vertical and being fit to porthole hole, installs floor and wall Body positive angle in place after, be inserted into steel pipe or reinforcing bar (7H) and wall block hole in hole and be formed by concrete strengthening and sees Figure 26 ' It is shown.
It as shown in figure 21, is the structural approach schematic diagram of structural column and wall assembly stage, the centre bore of each structural column Reinforcement is all furnished with every layer of connected structure steel pipe 3C in place and equipped with for the work such as handling and reinforcement structure columns bearing capacity intensity It is in place to be hung in building-site by hanging ring reinforcing bar 5A ' by dual-purpose 5 reinforcing bar 5A ' of hanging ring for each structural column.Structural column and wall Body node structural approach, or it is determined as self-locking structure for a kind of formed by structural column and the block end face aperture of wall side, such as The identical self-locking of 8 dovetail shrinkage pools and 8 ' dovetail tenons in Figure 23；Or 4Z as shown in Figure 19, with swallow-tail form reinforcing bar lock ring point It is not caught in structural column and wall side, to the snap ring of two-phase split, concrete is poured in welding hole, is formed this indirectly chain In 8 corresponding, symmetrical dovetail node holes in formula or such as Figure 21, indirect interlock type is inserted into prefabricated plug 4D；Or as schemed Various opening shapes shown in 11A, B, C-structure column and wall body structure are at being inserted in restriction interlock type；Or if 5 ' in Figure 21 are with pouring The indirect interlock type of concrete is infused, or as indirect in being poured concrete after the 4H dovetail type steel reinforcement cage lock set in 4H Figure 22 in Figure 20 The horizontal plug structure interlock type of 4F in interlock type or such as Figure 23.
As shown in figure 23,3 level height are at least divided into according to wall height when assembled distribution structure column component and wall component Distance 9 ' can tap, structural column and wall body node is made to have three in advance by block end rib as shown in Figure 1, Figure 2, in Fig. 3, Fig. 4 A contour horizontal plug lockhole can be horizontally inserted into special locking bolt 4F rapidly by structural column when wall and structural column are in place Chain in place with wall, 4F can also be horizontal wiring pipe in figure.1 is main view in figure, and 3 be top view in figure, and 2 be side view in figure Scheme, 4 be perspective view in figure.
It is first that basis masonry is smooth if Figure 28 is laid out according to the house foundation standard width of a room in an old-style house, and embedded bar column is shown in the 3C ' in Figure 28 Each knot constructional column handling is inserted in place with the embedded steel tube C3 and reinforcement foundation column 3C ' in column, adjusts machine frame with angle, such as In Figure 35 shown in 7, by L-type structure column, 1. 2. angle and distance are adjusted in place by design drawing with T-type structure column, then respectively will What is be assembled into is shown or with wall between 4 ' or whole plate in window opening such as Figure 31,32 with 1 ' in door opening such as Figure 30, such as 2 ' components in Figure 33 It is assembled in place by step and each structural column, it is shown that structural column and wall body node or directly coincide interlocks in such as Figure 23 8 '；Or as schemed It is compound chain using plug 4C shown in 23；Or the cloth muscle as shown in Figure 19,22 pours into concrete interlocking, then according to shown in Figure 34, By floor member 6 be inserted in each structural column center Shen go out steel pipe 5A or reinforcing bar 5A ' be inserted in 3C ' assembly, as shown in figure 35, assembling Before floor, it is necessary to which the faying face of floor and wall or wall and floor is spread mortar.Such single-layer or multi-layer house can be fast Quick-mounting is in place.
Such as Figure 36, any one group of assembled building blocks in interior wall assembled building blocks set by Fig. 5, Fig. 6, Fig. 8, Fig. 9, Figure 10 are used respectively The setting of reinforcing bar is socketed in conjunction with inner-outer wall, can be assembled into inner-outer wall sandwich wall cylinder house.Wherein QA is wall main view； QB is wall side view；QC is sandwich wall top view；QE is wall perspective view；QD is one jiao of enlarged drawing of sandwich wall；Q1 is outside wall Layer building block；Q2 is layer building block within the walls；Q3 is sandwich gap.
The corollary equipment necessary for all assembling members of the present invention such as Figure 37, by the support support plate pedestal of assembled component Each component composition of k7, worker's assembly standing platform k1, hydraulic cylinder k8, base k9, fuel tank etc., the platform rely on plate, pass through Oil cylinder hydraulic central support shaft k6 and the connection of commutation support act on, and the building under loading can be carried out 0-90 ° of angular range Interior lifting is avoided if Figure 38 is to solve wall internal casting foamed concrete because the big generation foam contraction of vertical height pressure must Standby element of installation, hydraulic lift acts after assembled and casting, and foam filled wall is laid flat.See k12 in Figure 39, that is, protects Foaming body is natural shaped in building block hole makes self heat insulation wall for card.
It include the combination chained block linkage for making to have and assembly house the foregoing is merely the present invention is selected Several exemplary embodiments, however not excluded that it is all on the basis of the present invention or within principle, by industry personage to all the elements of the present invention Made local improvement, homogeneity etc. are changed content and are intended to be included within protection scope of the present invention.

Claims (11)

1. a kind of method in chain assembled building blocks assembling members assembly house, including beam, structural column, wall and floor, feature Be: beam, structural column, wall and the floor is respectively by the assembled chain beam of chain assembled building blocks, chain Structural column component, chain wall body construction, chain floor member；Each component is in vertical direction cavity, equipped with for lifting With the hanging ring stiffener or steel sleeve of reinforcement structure double action, in hanging ring reinforcing rib cavity inner canister reality concrete；In each structure Be furnished in part laterally socket reinforcing bar, make each component become can handling assembly standard individual member；Linkage structure column with it is chain Wall is contour, and chain floor is wider than house standard width of a room in an old-style house width, and floor area can expand assembly, using mechanical hoisting device according to drawing By a layer-by-layer assembly, the chain beam, linkage structure column and chain wall after assembly are grey at least in being formed in the horizontal direction for design The left and right linkage structure state of one of suture；Linkage structure column and chain wall body node are unified in the chain state of vertical structure； Floor and wall are in the concrete steel configuration state of reinforcing bar or the vertical plug of steel pipe.
2. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterised in that: described Combining chained block is with main piece for core, in the comprehensive linkage masonry surface layer of the upper and lower, left and right front-rear direction of block It is A quasi-linkage assembled building blocks in concave-convex mortar joint, after being combined into wall, surface horizontal direction is in the concave-convex chain and groove that misplaces Mortar joint A, each piece of building block connect on the rib of front and rear wall, or go up or have notch, this assembled building blocks is by main piece and is respectively Half, a quarter, 3/4ths auxiliary blocks and L shape corner block, the T shape corner block composition of main block length, in addition to building Block has been set in the horizontal direction outside recessed lock plane and convex lock tenon, inside and outside two wall of building block be equipped with connection both ends it is raised and maintain an equal level therewith The convex lock tenon of horizontal bench, building structure column and wall are in close comprehensive linkage structure relationship；
Alternatively, the chain assembled building blocks are as follows: be B in surface of wall in the horizontal assembled building blocks with the mortar joint B of horizontal displacement Quasi-linkage assembled building blocks, the horizontal convex lock tenon of block interiors top surface setting, the horizontal recessed locking face of bottom surface setting, masonry structure are in master To be identical linkage relationship up and down, on the rib of each piece of building block connection front and rear wall, it is upper or on have slot, this combination is built Block is half, a quarter, 3/4ths auxiliary blocks and the L shape corner block and T shape of main block length by main piece and respectively Corner block composition；
Alternatively, the chain assembled building blocks, are that block both ends are linkage structure relationship inside the C mortar joint of upper and lower parallel fashion Chained block, masonry structure are in predominantly dovetail hole, the left and right direction of the convex tail of dovetail type and coincide chain or left and right direction limit Linkage relationship, be C class assembled building blocks, each building block by main piece, respectively be main block length half, a quarter, four points Three auxiliary blocks and L shape corner block and T shape corner block form；The rib of building block front and rear wall is equipped with notch；
Alternatively, the chain assembled building blocks, the interior wall assembled building blocks provided with thickness than outer wall thin, by main piece, main block length Half, a quarter, 3/4ths auxiliary blocks, L shape corner block, T shape corner block and exterior wall and interior wall switch transition Upper and lower, left and right are comprehensive chain between the T-block block or block of adjusting, or upper and lower chain or front and rear wall coincide it is chain It is chain shown with the left and right limit in block end, it can be assembled into using the assembled building blocks of one group of difference linkage of any of the above interior The thick wall bodies such as wall and exterior wall and exterior wall and interior wall do not wait thick wall bodies and required matched L-type, T-type, cross and square Body assembles structural column commonly used by house；
Different types of chain assembled building blocks described above have all carried out chamfering, bevelling processing.
3. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterised in that: described Linkage structure column is respectively the structural column of four kinds of L shape, T shape, cross, square shapes, and the L shape structural column is by combining L block and 1/2 block in building block successively convert 90 ° of angles, and chain group is built, L-type structure column formed after right angle hole in It is furnished with Steel Casing, column upper end steel sleeve is provided with the hole for handling, and L-type structure column is in addition and in the hole of wall bonding position, The stiffener of different-diameter, middle segment layout above and below horizontal direction of the structural column in conjunction with wall are arranged according to house desigh layer height Structural column can be made to become the L section in assembly house with the steel pipe of the chain plug structure of wall, concrete perfusion in all vertical holes Point individual struts component；
The T-shape structural column is by L block and main piece of three kinds of blocks of 1/2 block and tee T in assembled building blocks and to replace Chain group is built, " T " font structure column formed after centre bore in be furnished with steel sleeve, the steel sleeve of column upper end is provided with to hang The hole of fortune in three directions of column and the node vertical direction hole of wall connecting, is laid out different-diameter according to house desigh layer height The steel of band stiffener, structure column outer wall and interior wall knee level the direction plug that middle segment layout can be chain with wall up and down It manages, concrete perfusion in all vertical holes makes the T-type individual struts component in assembly house；
" ten " the font structure column be by main piece of " fourth " word in assembled building blocks it is Chong Die with 1/2 auxiliary block intersect chain group of block and Steel sleeve, the hole that the steel sleeve of column upper end is provided with for handling, vertical hole are furnished in the centre bore formed at, " ten " font structure Concrete is tamped in hole according to the design needs or partly or entirely；
The tetragonal structure column is to be formed with main piece of group block by the corner block in assembled building blocks or by L corner block, handed over main piece It is built for group；
It is dovetail hole, dovetail company that the L shape, T shape, cross-shaped structure column side and wall body node vertical direction, which are formed by lockhole, The shape of lock construction.
4. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterized in that: the company Lock bridge includes door beam, window beam, outrigger, is built with chain group of one or two layers building block, the threading slot set by each layer Middle arrangement horizontal reinforcement and the layout vertical and horizontal cross weld point reinforcing bar in hole, are then poured concrete, all bumps Chain composite class building block be formed by beam, upper and lower male and fomale(M&F) can coincide with wall bumps it is chain.
5. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterized in that: the wall Including the band door opening wall under being combined by door beam, window beam and with window opening wall and without hole whole plate wall or fragment assembled wall, institute It is furnished with reinforcement and the dual-purpose band reinforcing bar of handling in the wall surrounding building block hole of split, or hang through structure top end is with holes Layout has reinforcement and handling dual-purpose band reinforcing bar or steel pipe in ring steel pipe, window opening and door opening two sides building block hole, sets on wall Set the simple collar tie beam of cloth muscle, divide into the simple lower margin collar tie beam of cloth muscle, tamped in institute's cloth muscle hole with concrete, for exterior wall building block its Yu Kongzhong casting filling thermal insulation material, the pass and the symmetrical compound company of tenon type that wall side and each structure Column border node face are opened up Lock or the corresponding chain and wall both ends that coincide crack to be formed threading slot setting for installation light current penetration pipe and level insert Tether lock conduit.
6. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterized in that: using chain Assembled building blocks assembly is poured compound insulating material wall, then shakes die station equipment, hydraulic prop, strut angle using hydraulic convertible Degree is greater than 90 ° of gradients, relies on support platform, hollow wall that can be good by split, to injecting foamed heat insulating concrete in hole Afterwards, the wall by hydraulic device for folding by gradient plate together with institute's split is slowly laid flat, and makes the foaming body of script compression > 3m Become horizontal compression expander, guarantees that foaming body steadily forms under passive state substantially in wall block hole, make wall It is really achieved self-insurance temp effect, all holes towards ground must be sealed in fact, by wall top before being laid flat before casting material Hole envelope is real, so as to form self heat insulation wall.
7. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterised in that: the building Plate includes the chained block floor and prismatic blind hole cloth muscle floor by the chain assembled building blocks assembly of interior wall；Interior wall chained block floor It is to be built and tied with 1/2 auxiliary block group by main piece in the matched chain assembled building blocks of interior wall of all types of chain assembled building blocks of A, B, C Close longitudinal bore in arrangement hanging ring and reinforce it is dual-purpose and with hole at 90 degree of horizontal stiffener and concrete structure under the action of, Form the rigid floor construction part after conserving；Prismatic blind hole cloth muscle floor is to pass through cloth muscle, concrete in specific die station It is real to shake horizontal tremble, the lightweight blind hole entirety floor formed after depanning is characterized in setting by prefabricated prismatic cloth muscle net in the surrounding of net Frame reinforcing bar is set, setting reinforcing rib makes floor quadrangle steel frame construction triangular in shape, reinforcing rib both ends extension in the quadrangle of net The muscle head rectangular with floor frame can coincide when installing floor and protrude into wall quadrangle hole and make after concrete setting It originally is in the wall cylinder of square, all directions wall being formed in structural behaviour.
8. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterised in that: combining When splicing structure column and wall, using viscose glue dip method, when the components such as composite assembly wall, by common building glue, water is mixed Mud, it is agitated, it is contained with flat box parts, building block is soaked in mixed serum and is glued, wall surface is in that recessed grey slot is used Cement mortar is sketched the contours or smears reality by inside and outside powdering layer.
9. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterized in that: all L, T, In cross tetragonal structure column, house foundation is equipped with the reinforcing bar or steel pipe that chain can be inserted in floor, single layer, Multi-storey block House, the cement concrete constructions being laid out in the stem, structural column in every layer of wall and wall horizontal direction cloth muscle are only every It is welded in one skin vertical block, steel pipe casing is laid out reinforcing rib, upper and lower level to cover small greatly in every floor or structural column in column Welding increases, and the house of low level need not separately be laid out reinforcing rib, only use plain concrete other than for lifting reinforcing bar or steel loop pipe It tamps, handling assembly pair is carried out to all components, all structural columns and wall and node structure or be that plug is compound chain；Or it inserts It is compound chain to enter steel reinforcement cage casting concrete；Or after with reinforcing bar clamp ring being inserted in structural column block end face and wall end face spot-welded The compound linkage of casting concrete, or linkage is staggeredly limited for male and fomale(M&F).
10. the method in chain assembled building blocks assembling members assembly house according to claim 1, it is characterized in that: make by it With a kind of combination chained block by structural column, wall parts assembly structure type can be combined into each standard width of a room in an old-style house room of single layer wall Room cylinder, in conjunction with floor cloth muscle technology bring " all directions " wall process implementing, then handling pieces together the folder for cold and hot bridge-type of breaking Fire-proof and thermal-insulation thermal insulation material is inserted in layer wall building, the sandwich hole that inside and outside interlamellar spacing is formed.
11. the method in -9 described in any item chain assembled building blocks assembling members assembly houses according to claim 1, feature Be: the various structural members rely on a kind of hydraulic equivalent assembled shake to complete in die station, the hydraulic equivalent assembled vibration Die station is made of support support flat base, worker's assembly standing platform, hydraulic cylinder, base, the fuel tank of assembled component, should Platform relies on plate, is acted on by the connection of oil cylinder hydraulic static(al) and central support shaft and commutation spring bearing, can be by loading Under component carry out 0-90 ° lifting.
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CN110258906B (en) * 2019-07-11 2024-02-13 段志祥 Plug interlocking combined building block, production method and method for building house structure
CN110273493A (en) * 2019-07-17 2019-09-24 金点石(北京)建筑设计咨询服务有限责任公司 Building body and construction method with constructional column and connection brick
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