CN107938920A - Cast-in-place wall core building block manufacture method - Google Patents

Cast-in-place wall core building block manufacture method Download PDF

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Publication number
CN107938920A
CN107938920A CN201710995832.5A CN201710995832A CN107938920A CN 107938920 A CN107938920 A CN 107938920A CN 201710995832 A CN201710995832 A CN 201710995832A CN 107938920 A CN107938920 A CN 107938920A
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CN
China
Prior art keywords
plate
building block
longitudinal
block
framed
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CN201710995832.5A
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Chinese (zh)
Inventor
李光富
陈星吾
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李光富
陈星吾
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Application filed by 李光富, 陈星吾 filed Critical 李光富
Priority to PCT/CN2015/077470 priority Critical patent/WO2016172817A1/en
Priority to CN201710995832.5A priority patent/CN107938920A/en
Priority to CN201580078634.1A priority patent/CN107614813B/en
Publication of CN107938920A publication Critical patent/CN107938920A/en
Withdrawn legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/16Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
    • B28B7/18Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article
    • B28B7/183Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes the holes passing completely through the article for building blocks or similar block-shaped objects
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/24Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/42Walls 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C1/00Building elements of block or other shape for the construction of parts of buildings
    • E04C1/39Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra
    • E04C1/392Building elements of block or other shape for the construction of parts of buildings characterised by special adaptations, e.g. serving for locating conduits, for forming soffits, cornices, or shelves, for fixing wall-plates or door-frames, for claustra for ventilating, heating or cooling
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/162Connectors or means for connecting parts for reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

A set of cast-in-place wall core building block manufacture method, the set building block includes load-bearing class and partition class, include standard, long special-shaped and short profiled concrete-block per class, standard block has 1 cylinder longitudinal bore (3 through upper and lower side face, and 2 longitudinal hidden pipes (4 7), 8), wherein 2 longitudinal hidden pipes (4,8) it is separately positioned on cylinder longitudinal bore (3,7) the left and right sides, the upper and lower side face of standard block are arranged to semicylinder transverse direction hole (1,5), its left and right side face is arranged to semicylinder longitudinal bore (2,6);By the set blocks shape and size design mould, which is obtained by relevant operations such as assembly mold, charging, pre-hardening form removals.Cutting is not required to after the cast-in-place wall core building block base substrate depanning of manufacture method manufacture, will not be deformed, surface forms shiny surface or rough surface, can meet inside and outside metope different demands.

Description

Cast-in-place wall core building block manufacture method
The application is former first divisional application for submitting an application, and the applying date of original application is on April 25th, 2015, Application No. 2015800786341 (international application no PCT/CN2015/077470), invention and created name are built for cast-in-place wall core Block and mould, manufacture method and building method, connect muscle pipe, bent bottom line box.
Technical field
Cast-in-place wall core building block manufacture method of the present invention is related to the manufacture method of a set of building block, more particularly, to one arbitrage of use The method for pouring the manufacture cast-in-place wall core building block of wall core building block mould.
Background technology
Building wall is built in existing brick or building block, and solid load bearing wall does not reserve hidden pipe, hollow partition wall hollow parts Blocked by masonry mortar or not in wall same position, cannot form the hidden pipe in length and breadth of perforation, when needing to set respectively within the walls When being equipped with the various spools of different industries requirement, it has to filled and led up again after routing groove, embedded spool are dug along the metope puzzled, Have to individually set pipe tunnel on floor or outside wall, often to construct several times on metope " belly breaking ", existing Many places pipe tunnel will be reserved by pouring in floor or on exterior wall, caused the waste of human, financial, and material resources and construction time, influenced building Integrated carrying ability and aesthetic effect, jeopardize the general safety of building;In existing High level Framework building constructions, with holding The cast-in-place solid load bearing wall into reinforced concrete is few in the lump for weight frame, and majority " is filled out again after cast in place reinforced bar concrete frame curing period is full Empty formula " builds the hollow partition wall of not load-bearing by laying bricks or stones, causes supporting frame arrangement of reinforcement more and more, the load-bearing energy between wall and column, beam, plate Power cannot be integrated, it is impossible to form the hidden pipe in length and breadth of perforation;If by existing cast-in-place supporting frame and the pre-buried hidden pipe skill of crossbeam, floor Art is generalized to all walls, and all walls are cast-in-place into reinforced concrete, and greatly increases reinforced concrete, diaphragm capsule, frame material dosage and frame material Holding time, shipping and delivery cost, increase building dead weight, lose more than gain.In short, mould and the manufacture of existing hollow brick or building block Method, do not produce can be formed in built a wall body perforation the brick of hidden pipe or building block in length and breadth, also not wall, column, beam, The supporting ripe masonry technology for forming hidden pipe in length and breadth between plate.
The content of the invention
In order to overcome the reserved hidden pipe of existing solid block and hollow building hidden pipe in the block because the fissure of displacement build by laying bricks or stones be blocked or by The deficiency that masonry mortar blocks and building block is easily broken, is broken and seeps water, the building block of this cast-in-place wall core is foam concrete or similar Other raw materials, forms load-bearing class and partition category because of the hole in length and breadth for reserving different arrangement modes and longitudinal hidden pipe in building block Accurate and long and short profiled concrete-block, this building block is used by this building method, can make built a wall body hole and longitudinal hidden pipe, pillar in length and breadth Hole and open tubular column core are overlapped and communicated in length and breadth, in building block can preset rectangle steel reel, surface has smooth with coarse point, can prevent Building block fracture, deformation and infiltration.
In order to overcome the shortcomings of that existing building-block base substrate is difficult to a large amount of surface incisings in length and breadth and yielding, this mould is by this Building block has the shape design of hole in length and breadth and longitudinal hidden pipe, and directly solidification generates this building block in a mold.
This manufacture method is obtained by relevant operations such as assembly mold, charging (including preset rectangle steel reel), pre-hardening form removals This building block for having hole, longitudinal hidden pipe and rectangle steel reel in length and breadth that directly solidification generates in this mould is obtained, building block base substrate goes out Cutting is not required to after mould, will not be deformed, surface forms shiny surface or rough surface, can meet inside and outside metope different demands.
In order to overcome existing concrete block masonry method to block in building block hidden pipe and be reserved outside this building block transverse direction hole laterally dark Pipe can increase the deficiency of building block and thickness of wall body, this building method successively built by laying bricks or stones from bottom to top using this building block every floor room wall, Column, reinforcing steel bar frame in length and breadth is respectively configured during wall communicates hole in length and breadth and by longitudinal bore base surface in install connect muscle pipe phase Even, be respectively configured in pillar communicates hole in length and breadth and open tubular column core in length and breadth reinforcing bar formed rectangle reinforcing steel bar frame, every layer of wall, column, Be connected reinforcing steel bar frame and its lower floor's lengthways main steel bar in length and breadth in beam, plate, in cavity wall core, column in-core and Cast-in-situ Beam, template die box is communicated The pre-buried hidden pipe in length and breadth that can be connected and the lower floor longitudinally supervisor that is connected, another and cast-in-place wall core, column core, beam, plate, penetrate through in building Longitudinal main line is laid with longitudinal hidden pipe, bent bottom line box and various rooms are set in the abutment wall outlet where hidden pipe in length and breadth that is connected of every set building Interior spool and terminal device and the building longitudinal direction main line pipe that is connected, without masonry of cement mortar building block, do not increase building block and wall are thick Degree, not chisel beats chase in surface along wall, column during finishing.
Since this blockwork need to be set in hole in length and breadth and fix reinforcing steel bar frame cast-in-situ reinforced concrete wall core in length and breadth, by existing Two kinds of masonry technologies, first, first fixing wall lengthways main steel bar frame in every layer of wall base surface precalculated position again successively by each building block Entangled from top to bottom with laterally attached muscle frame make after being fallen under lengthways main steel bar frame on built a wall body in length and breadth reinforcing steel bar frame be connected and fix, two Be first build a wall laterally attached muscle frame is successively set after insert every layer of wall lengthways main steel bar frame to base surface precalculated position again and chisel institute There is reinforcing steel bar frame intersection abutment wall outlet to be in length and breadth connected and fixed reinforcing steel bar frame in length and breadth, the former constructs very inconvenient, the latter's metope damage Excessively.In order to overcome existing masonry technology defect, solve this building block and build a wall to conflict with the priority of arrangement of reinforcement, it is special phase originally to connect muscle pipe Connect and fix the device that this building block load bearing wall and partition wall match somebody with somebody this layer reinforcing steel bar frame in length and breadth in hole in length and breadth, as long as in this layer of wall The installation of longitudinal bore base surface precalculated position, which originally connects first build a wall after muscle pipe, successively inserts the attached muscle frame of this layer of transverse direction again from longitudinal direction This layer of lengthways main steel bar frame is inserted in hole and is connected automatically and fixes reinforcing steel bar frame in length and breadth, is not required to chisel reinforcing bar intersection abutment wall in length and breadth Outlet.
It is deep due to installing existing 5cm during hole one side abutment wall exports in length and breadth where this blockwork, column in length and breadth plastic hidden pipe Wall box can cut off and be wherein used to be laid with the plastic hidden pipes in length and breadth of various electric wires, and part 3cm depths abutment wall exports after wall box There is reinforced concrete wall core to be difficult to make an opening through, influence wall, column entirety load-bearing capacity after making an opening through again.In order to overcome the shortcomings of existing wall box, This song bottom line box song bottom plate respectively with being connected load bearing wall and partition wall core curved surface coincide, and reserved incoming line with it is wherein pre-buried Vertical or horizontal plastic hidden pipe edge is connected, and reserved flat underside line outlet is connected with wherein wall longitudinal direction hidden pipe edge, and chiseling needs Before installation place corresponding foam concrete abutment wall outlet and hidden pipe after a small amount of bent bottom line box of concrete installation, hidden pipe will not be cut off and blocked, is operated It is convenient.
Cast-in-place wall core building block of the present invention solves its technical problem and is adopted the technical scheme that:This building block be divided into load-bearing class and Separate 2 class building block of class, be divided into 3 kinds of building blocks such as standard block, long profiled concrete-block, short profiled concrete-block again per class building block, load-bearing class and Partition class building block is respectively used to build load bearing wall and partition wall by laying bricks or stones;2 class building blocks are by rectangular building block through partly surface incising in length and breadth And obtain, 2 class segment heights before cutting are consistent, and thickness difference is consistent, and 2 class standards and long profiled concrete-block length are consistent, and 2 classes are short different Type building block length is consistent and is long profiled concrete-block half length;The long and short profiled concrete-block of 2 classes is built by laying bricks or stones in the top of a wall alternatively up and down respectively, Middle wall body build by laying bricks or stones respective standard block (orientation that this specification chats 4 sets of products, 2 kinds of methods and built a wall body is identical, with Operator builds the building block positioning of the top of a wall by laying bricks or stones towards wall from left to right, is the building block left side on the left of operator, and right side is building block the right, Close to operating artificial building block front, away from operating artificial building block back, the distance of upper and lower vertical direction is except die bottom plate gap Remaining is height outside depth, and the distance in left and right horizontal direction is length, and it is thick that the distance in anterior-posterior horizontal direction, which removes building block and wall, Degree, bent bottom line box is outside depth, remaining are width), left and right one side of something that wall forms levels standard block mutually coincides, up and down Layer standard block it is left it is half of is overlapped with right one side of something of long profiled concrete-block, a left side for the short profiled concrete-block of levels and long profiled concrete-block partly Three kinds of longitudinal components such as side coincidence overlap situations, and levels building block the fissure of displacement can be built by laying bricks or stones between two parties;In the long and short different of the top of a wall left surface Type building block left surface is plane, and in long and short profiled concrete-block, same position cuts (i.e. reserved) the 1st circle in left-handed watch facing block Cylinder longitudinal bore, the symmetrical cove cut semicylinder longitudinal bore between every layer or so adjacent block longitudinal slot of middle wall body Synthesize a cylinder longitudinal bore, the respective identical bits in the standard of middle wall body levels lap and long profiled concrete-block Put and cylinder longitudinal bore and longitudinal hidden pipe is respectively cut, make the short profiled concrete-block after cutting and the left half of horizontal stroke of long profiled concrete-block Cross sectional shape is consistent, long profiled concrete-block is right half of consistent with standard block or so is half of shape of cross section, and makes the 1st, the top of a wall Cylinder longitudinal bore overlaps all the time, is synthesized between every layer of adjacent block longitudinal slot of middle wall body cylinder longitudinal bore and its In levels building block same position cylinder longitudinal bore overlap all the time, every layer of building block same position cylinder of middle wall body longitudinal direction Hidden pipe overlaps all the time, then symmetrical cove cut semicylinder transverse direction hole closes between every layer of neighbouring building block transverse slot of wall Into one layer of cylinder transverse direction hole, then the hole in length and breadth of all building blocks of wall and longitudinal hidden pipe can be overlapped and communicated, each 3 kinds of 2 classes Still respectively there is certain thickness cuboid longitudinal direction solid section not by surface incising in length and breadth (before abbreviation building block within building block front and rear surfaces Back longitudinal direction solid section, the building block maximal margin size after cutting are still identical with the rectangular building block size before cutting);Wall Communicate longitudinal hidden pipe and keep hollow state, be mainly used for setting various longitudinal spools needed for building, communicate horizontal hole and be used in advance Bury the required horizontal hidden pipe being connected with the longitudinal hidden pipe edge cast-in-situ reinforced concrete wall core in hole in length and breadth is communicated again;This building block raw material The foam concrete raw material that can be mainly cut by this mould cutting steel wire, be able to can also be cut by this mould cutting steel wire sometimes Other raw materials;Front and rear surfaces shape can form that the coarse and front and rear one side in front and rear two sides is coarse, one-sided smooth 2 during fabrication for this building block Kind of composite type, smooth surface is built by laying bricks or stones can strengthen water resistance in wall face, rough surface build by laying bricks or stones inner wall surface can strengthen and its The adhesive property of his ornament materials.This building block of each set shapes and sizes can be formed by such scheme and supporting build by laying bricks or stones out has within the walls The hole in length and breadth of each set spacing and size and the hollow wall of longitudinal hidden pipe, this specification preferably wherein the shape of a set of building block and Size is load-bearing class and partition class standard building block high 30cm, long 60cm, each thickness 20cm and 12cm, in left and right maximal margin table Semicylinder longitudinal bore of the face using mid-depth line as axis each symmetrical cove cut diameter 16cm and 8cm, in building block with The longitudinal section intersecting lens of length centerline and mid-depth line is the cylinder longitudinal hole of each cutting diameter 16cm and 8cm of axis Hole, using the longitudinal section intersecting lens of length centerline and mid-depth line as each cutting diameter 10cm of axis in one side of something building block of left and right With the cylinder longitudinal direction hidden pipe of 4cm;Load-bearing class and the partition long profiled concrete-block of class high 30cm, long 60cm, each thickness 20cm with 12cm, using the longitudinal section intersecting lens of length centerline and mid-depth line as each cutting diameter 16cm and 8cm of axis in building block Cylinder longitudinal bore, left surface is plane, in left surface to building block among between longitudinal bore leftmost edge with length The longitudinal section intersecting lens of heart line and mid-depth line is the cylinder longitudinal bore of each cutting diameter 16cm and 8cm of axis, on the right side Circle in half of building block using the longitudinal section intersecting lens of length centerline and mid-depth line as each cutting diameter 10cm and 4cm of axis Cylinder longitudinal direction hidden pipe, in semicircle of the maximum right hand edge surface using mid-depth line as each cove cut diameter 16cm and 8cm of axis Cylinder longitudinal bore;Load-bearing class and the short profiled concrete-block height of partition class and length are 30cm, each thickness 20cm and 12cm, on the right of maximum Semicylinder longitudinal bore of the edge surface using mid-depth line as each cove cut diameter 16cm and 8cm of axis, left surface is flat Face, is cut between semicylinder longitudinal bore leftmost edge on the right of left surface to building block with length centerline and the vertical of mid-depth line Face intersecting lens is the cylinder longitudinal bore of each cutting diameter 16cm and 8cm of axis;Load-bearing class and partition class building block are up and down most Semicylinder transverse direction hole of the big edge surface using mid-depth line as axis each symmetrical cove cut diameter 16cm and 8cm, builds The thickness of block front and rear side longitudinal direction solid section is respectively 2cm;Load-bearing class and partition class building block by such scheme build a wall body length with Highly it is 30cm integral multiples (abbreviation standard wall), the 1-2 roots longitudinal bore circle formed in the standard wall start-stop the top of a wall Length spacing in the heart is respectively 19cm and 17cm, between the adjacent longitudinal bore center of circle in centre from the 2nd longitudinal bore, adjacent vertical It is respectively 30cm (i.e. load-bearing and partition to the height spacing between the length spacing between the hidden pipe center of circle and adjacent every layer of horizontal hole center of circle Solid block length is respectively between the neighboring edge of standard wall start-stop the top of a wall surface 2 longitudinal bores of-the 1 longitudinal bore-the 3cm and 9cm, solid block length is respectively 2cm between the adjacent longitudinal bore in centre and longitudinal hidden pipe edge that the 2nd longitudinal bore rises And 9cm, solid block height spacing is respectively 14cm and 22cm between adjacent every layer of horizontal hole edge).
, can be in building block all around four when manufacturing building block in order to prevent the deformation of the building block after surface incising in length and breadth and fracture Preset fore-and-aft plane steel wire and rectangle steel reel is connected in the solid section of side longitudinal direction, before load-bearing class standard and long profiled concrete-block Each preset 1 layer of long 59cm of mid-length, the fore-and-aft plane of high 29.5cm of back longitudinal direction solid section mid-depth line longitudinal section Steel wire, lower end is consistent with building block lower edge, and left and right side respectively has longitudinal solid section of 2 layers of contextual, connects respectively front and rear Pass through and each pre- among the thickness of the minimum longitudinal solid section length centerline longitudinal section in every layer of the left and right of vertical front and rear side and height Put the fore-and-aft plane steel wire of wide 18cm, high 13cm;The short profiled concrete-block rectangle steel reel of load-bearing class is put down except each 1 layer of longitudinal direction of front and rear side The long 29.5cm of face steel wire, left and right side can only be outside preset 1 layer of fore-and-aft plane steel wires, remaining is consistent with load-bearing class standard building block; Partition class building block can contrast the preset rectangle steel reel of load-bearing class building block;In order to save cost, load-bearing class standard and long profiled concrete-block The 2nd layer of left and right fore-and-aft plane steel wire can not be preset, and partition class building block is not smaller, variable because cutting hole in length and breadth and longitudinal hidden pipe Shape and fracture, can not preset rectangle steel reel.
Inventive die solves its technical problem and is adopted the technical scheme that:By load-bearing class and partition class standard and length, Short abnormal shape cast-in-place wall core builds each building block in the block and builds the parallel left and right start-stop the top of a wall one closed up of number of plies number of rows row by laying bricks or stones respectively The long 120cm of maximal margin, thickness 60cm, the model wall (abbreviation minimum unit model wall) of high 30cm of cause, 2 class standard building blocks are each Left and right be connected it is parallel close up build by laying bricks or stones, reversely combined every 2 pieces of building blocks of each freedom of each 2 kinds of profiled concrete-blocks of 2 classes or so are one group and every group Left and right surface for plane (every group of building block intermediate gap is combined into cylinder longitudinal bore) again left and right be connected it is parallel close up build by laying bricks or stones, press Model wall shape and size are built according to each building block be divided into a number of plies number of rows in corresponding design respectively arrange each blocks shape With the load-bearing class and each 3 kinds of cast-in-place walls core building block mould of 2 classes such as partition class standard and long and short abnormal shape of size.Per class standard and length Profiled concrete-block model wall has 2 row building blocks and 1 row longitudinal slot, has 4 row building blocks and 3 row longitudinal seams per the short profiled concrete-block model wall of class Gap, load-bearing class building block model wall have 3 row's building blocks and 2 row's longitudinal slots, and partition class building block model wall has 5 row's building blocks and 4 rows longitudinal direction Gap;Longitudinal mesh division board of every kind of mould is connected to after in face of every kind of model wall each column building block longitudinal slot, per class standard building block Longitudinal mesh division board of mould is identical with longitudinal mesh division board in respective every group of building block of 2 kinds of profiled concrete-block moulds, by front and rear each 2cm wide The front and rear diameter edge to plane gap face and middle some each cylinder longitudinal bore gap faces is indulged with middle some 4cm Interval is connected to combined longitudinal mesh division board (its plane portion claims plane panel), per 2 kinds of class every group of profiled concrete-block mould block The left and right surface of longitudinal mesh division board between block is each identical integral planar (referred to as plate);Every kind of model wall left column is built The left surface of block and the right surface of right column the building block front and rear left-right template for being connected to every kind of mould respectively, standard block mould (the left half of outer surface of right mould plate inner surface type longitudinal direction mesh division board in combination is identical, in left templates to be combined for left-right template The right half of outer surface of surface type longitudinal direction mesh division board in combination is identical, and left-right template outer surface is same level), it is long and short The left-right template of profiled concrete-block mould is plate;Every kind of model wall often arranges longitudinal bore or longitudinal bore and longitudinal direction in building block Hidden pipe interval is arranged in longitudinal pipe that every kind of mould is formed among every row's block thickness between two parties, the front surface of most front-seat building block and Left and right is connected to the front and rear template of every kind of mould and is plate the most rear surface of heel row building block respectively;Every kind of model wall is often arranged The cover board and bottom plate of every kind of mould are respectively connected with into before and after the upper and lower surface of building block, if inner surface is front and rear each 2cm wide and middle The front and rear diameter edge interval phase on dry 4cm wide transverse planes surface and middle some each convex semicylinder transverse direction hole surfaces Combinatorial surface even, for combinatorial surface corresponding with inner surface, (its plane portion claims plane cover board peace face bottom plate, convex for outer surface Semi arch face part claims lower dished cover plate and convex bottom plate);Front and rear template, left-right template, cover board and the bottom plate difference of every kind of mould Symmetrically the same, by every kind of mould, all around template and longitudinal mesh division board lower end extend 0.5cm depth into the corresponding gap of bottom plate Rear enclosed upper and lower surface is weldingly connected to be every kind of framed, in every kind of framed front and rear template inner surface, middle often row's building block longitudinal seam Gap face through threaded hole of steel on left-right template, longitudinal mesh division board along plate upper surface intersecting lens with setting the cutting steel wire tensed; By the often row semicylinder transverse holes cavity portion that the framed left-right template upper end of every class profiled concrete-block is removed in top surface with a tablet The work that is weldingly connected is fixed in the framed left-right template of every class per class mould or so sideboard blending bolt;Will be per the interception of class die cover plate 30cm long tilt 45 ° and by under convex semicircle cambered surface make into coincide with respective model wall upper surface intersect under convex semiellipse cambered surface Inclined-plane cover board be fixed as again every class mould material scraper instead of cover board act on, vacate cap locations and make every kind of die feeding mouth;Often Kind is framed to be placed on every kind of die bottom plate, and every kind of die bottom plate sets the circular hole of respective mould longitudinal direction pipe, plate upper surface Setting corresponding respective framed 0.5cm depths gap, (corresponding combined left-right template, combined longitudinal mesh division board are combined seam Gap, corresponding plate template all around, plate longitudinal mesh division board are rectangular slot, and corresponding convex backplate surface is still phase Answer convex gap);Every kind of die bottom plate is placed on every class mould transverse direction pipe plate, is per class mould transverse direction pipe plate upper surface The combinatorial surface coincideing with its 3 kinds of bottom plate lower surfaces, lower surface is for convex-concave plane corresponding with its base upper surface and by convex Concave plane is fixed on base;Every kind of mould longitudinal direction pipe upper table face closure, lower end extend through every kind of bottom plate corresponding circle hole Intersect with every class transverse direction pipe plate upper surface and be welded into every kind of mould pipe plate in length and breadth;It is rectangular frame per class mold base Tablet, often arranges frame plate width correspondence and often arranges plane bottom plate width per class mould, often arrange the rectangle gap between frame plate The lower convex flat face per class mould transverse direction pipe plate lower surface is corresponded to, can be in orbit by prior art setting rail wheel under base Move horizontally, per class mold base as the pallet transported per class building block during unassembled mould;Every kind of framed corresponding model wall Maximal margin size is framed interior empty size, and every kind of framed interior length and inner width are long and inner width within the walls with minimum unit model respectively Integral multiple increase, that is, the long 120cm+ wherein wherein several cutting of steel of ordered series of numbers longitudinal direction mesh division board thickness of slab and inner width 60cm+ within distinguishing The integral multiple increase of silk diameter;Sunken bottom plate can only be by lifting left and right transverse plane bottom plate for arch because thereon for every kind of die bottom plate Lower section is lifted and the building block base substrate on movable base plate, therefore the outer rim length and width degree of every kind of bottom plate and its framed outer rim length and width degree point It is not consistent, per class transverse direction pipe plate, the outer rim width of base and its 3 kinds framed outer rim equivalent widths but outer rim length and its is short different Type building block mould left-right template mid-depth line spacing is consistent, and left and right end is shorter than its bottom plate and framed outer rim length is longer than again Its bottom plate and framed inner edge length, do not influence 3 kinds of bottoms again to lift its 3 kinds of bottom plates below bottom plate or so transverse plane bottom plate Plate can contain the non-covered container of building block raw material with its framed composition;Every kind of die bottom plate because recycling rate is low, expense is big and Cost and dead weight are reduced using plastic raw materials, and need to be in plane bottom plate along its length because it need to lift left and right transverse plane bottom plate Adding raw metal increases its intensity, and bottom plate and framed length should not be too large, other mold components are because recycling rate is high, needs Dosage is few and uses raw metal;Existing dismountable 2 CC types flower is correspondingly arranged respectively with the front and rear surfaces of base framed Basket bolt is connected, while fixed framed bottom plate base between, in length and breadth pipe plate, when framed width exceedes length, before general The detachable 2 CC type flower basket bolts of rear surface, which change, is located at mould or so surface.As long as this manufacture method is pressed by above-mentioned various moulds Component is assembled into various moulds and comes into operation, then can be resolved into each framed interior absolutely empty and often arrange each column block with corresponding model wall Empty framed in block-shaped every lattice consistent with size, can directly solidify generation in a mold has hole in length and breadth and longitudinal hidden pipe This building block.
6 kinds of mould thicknesss of slab and cutting steel wire diameter can be definite according to being actually needed, optionally front and rear mould in description and drawings Plate, left-right template, the thickness of slab of horizontal pipe plate and base are 6cm, and the thickness of slab of longitudinal mesh division board is 0.5cm, the thickness of slab of bottom plate For 2.5cm (combined left-right template, combined longitudinal mesh division board, horizontal pipe plate, bottom plate thickness of slab refer both between its planar section Thickness of slab), a diameter of 0.1cm of cutting steel wire;6 kinds of model walls correspond to framed interior a height of 30cm, the framed inner width of load-bearing class building block For the integral multiple of 60cm+4 roots cutting steel wire × diameter 0.1cm, the framed inner width of partition class building block for 60cm+6 roots cutting steel wire × The integral multiple of diameter 0.1cm, 2 class standards and the framed interior a length of longitudinal mesh division board × 0.5cm thicknesss of slab of 120cm+1 row of long profiled concrete-block Integral multiple, the integral multiple of the framed interior longitudinal mesh division board × 0.5cm thicknesss of slab of a length of 120cm+3 row of the short profiled concrete-block of 2 classes;Load-bearing class Pipe upper surface with partition class building block mould longitudinal direction hidden pipe is respectively diameter 16cm, chord length 10cm and diameter 8cm, chord length 4cm Indent closing arc surface, the upper and lower surface of left-right template and longitudinal mesh division board, longitudinal bore pipe upper surface are respectively diameter The indent closing semicircle cambered surface of 16cm and 8cm;2 class standard building block moulds, long profiled concrete-block mould, short profiled concrete-block mould it is vertical The arrangement mode of corresponding circle hole distinguishes identical but of different sizes, longitudinal pipe upper end indent closing arc surface on to pipe and bottom plate Diameter is different, and the size of corresponding circle hole is distinguished in identical, longitudinal pipe upper end on the longitudinal pipe and bottom plate of similar each 3 kinds of moulds Recessed closed circular cambered surface diameter is identical but arrangement mode is different;6 kinds of framed and outer rim length of bottom plate are respective framed interior length+12cm Left-right template thickness of slab, outer rim width is template thickness of slab before and after respective framed inner width+12cm, wherein 2 class standards and long profiled concrete-block Framed, bottom plate outer rim length is identical but outer rim width is different, the short profiled concrete-block of 2 classes is framed, the outer rim length of bottom plate is identical but Width is different;2 class mould transverse direction pipe plates, the outer rim length of base is identical but width is different;6 kinds of moulds share 2 kinds of length Plate front and rear template, 2 class standard building block moulds respectively have a kind of combined longitudinal mesh division board, combined left-right template, and 2 classes are special-shaped Building block mould respectively increases by a kind of plate longitudinal mesh division board, plate left-right template, plate left and right sideboard.Therefore, this mould by Template before and after 2 kinds, 4 kinds of left-right templates, 4 kinds of longitudinal mesh division boards be welded into 6 kinds it is framed, it is horizontal by longitudinal pipe of 4 kinds of outside diameters, 2 classes Be welded into 6 kinds of pipe plates in length and breadth to pipe plate, but by 6 kinds framed, bottom plate, in length and breadth pipe plate, 2 classes or so sideboard, material scraper, bottom Seat or pallet are assembled into each 3 kinds of building block moulds of 2 classes.
Load-bearing class and partition class building block mould material scraper are by inclined-plane cover board, front and rear coaming plate, tripod, front and rear each 2 steel Pearl and steel bead groove composition, load-bearing class and separate the short axle of convex semiellipse cambered surface under class inclined-plane cover board perpendicular to front and rear template and with it is each From model wall upper surface, semicircle cambered surface diameter is identical, is respectively 16cm and 8cm, and major axis is respectively 22.6cm perpendicular to 45 ° of inclined-plane cover boards With 11.3cm (retaining a decimal with lower approximate value), before inclined-plane cover board intersects obtuse angle with respective model wall top surface plane Front and rear template on set before and after coaming plate and be weldingly connected with inclined-plane cover board, cover board and respective model wall top surface plane on inclined-plane Tripod is set between intersecting acute angle and is weldingly connected with inclined-plane cover board, before the left and right end of outer rim before and after tripod is extended downward into Rear pattern plate outer surface and each 2 steel balls before and after setting on the inside of Extension support end, indent setting is corresponded in front and rear template outer surface Front and rear steel bead groove.2 class material scrapers are in addition to inclined-plane cover board is different, front and rear coaming plate, tripod, front and rear steel ball and the basic phase of steel bead groove Together.
Manufacture method of the present invention solves its technical problem and is adopted the technical scheme that:Before feed operation platform, from track Upper in-migration need to produce the similar base of building block, and the horizontal pipe plate in the plate of pipe in length and breadth of the same race that will need to produce building block is placed and consolidated Due in the corresponding convex-concave plane of base, longitudinal pipe that bottom plate corresponding circle hole of the same race is entangled in length and breadth on pipe plate is held on horizontal stroke To on pipe plate, by it is of the same race it is framed be held in the deep corresponding gaps of bottom plate 0.5cm, allow framed lower end cutting steel wire with being put down in mould Face plate upper surface is in same plane, and similar left and right sideboard is fixed by bolts to left-right template upper end kisses the two intersection Close, screw each 2 CC type flower basket bolts in framed back and forth or left and right template outer surface respectively and be fixed on base, being assembled into needs to produce The empty mould of building block;Empty mould is moved into feed operation platform from track, is added together from framed top feed inlet to every lattice are framed Kind rectangle steel reel (partition class building block is framed to be determined whether to add rectangle steel reel according to actual needs) is placed on convex bottom plate Anterior-posterior plane bottom plate precalculated position on, rectangle steel reel is not exposed to shaping building block surface except the base, refill bubble Foam concrete raw material slurry (need to fill the semicylinder transverse direction hole among the sideboard of left and right, longitudinal mesh division board, longitudinal pipe and it is framed up and down Surface is because being closed without flowing into raw material slurry), it is first-class to be solidified to move to feed operation platform back track;The first solidification forming of raw material slurry Afterwards, mould is moved to form removal operation console from track, unclamps bolt on the sideboard of left and right, left and right sideboard is removed, by similar material scraper The front and rear steel ball of lower end from framed left and right while pouring into front and rear template outer surface indent steel bead groove level slides into another side so that Strike off unnecessary semicylinder raw material between the sideboard of left and right and remove material scraper, unclamp and remove framed with base CC type gaily decorated basket spiral shells Bolt, boom hoisting or so lift arm front end cross beam is respectively implanted under bottom plate or so end, by bottom plate and framed above and wherein Filled base substrate vertical-lift makes often to arrange base substrate in mould and forms the cylinder produced in building block and indulge untill longitudinal pipe is departed from To hole, longitudinal hidden pipe, pipe plate is moved on the track of form removal operation console back and is being placed above together in length and breadth by base and above Kind of bottom plate, while the similar pallet of in-migration and form removal operation console same position is fixed on from track, by bottom plate and it is framed above and It is put under wherein filled base substrate is vertical on pallet, and with boom hoisting by framed vertical-lift is to disengaging bottom plate and base substrate is above Only, base substrate is cut into the length of required building block by the framed left-right template of lifting, longitudinal mesh division board and forms building block or so half Cylinder longitudinal bore or plane surface, arrange by front and rear template inner surface in mould and often and are set along the lower end of base substrate longitudinal slot face The cutting steel wire put from the following genesis of plane bottom plate upwards by base substrate cut into needed for building block thickness, will be framed under be put on back Removed in the lump from track on bottom plate and the following plate of pipe in length and breadth, base, by pallet and above bottom plate, shaping building block from track Curing field is moved to, then boom hoisting or so lift arm front end cross beam is respectively implanted under bottom plate or so end, by bottom plate and above Shaping building block vertical-lift and under be put on curing field, pallet is removed from track, after further solidification, maintenance, extracts bottom plate Separately pile to maintenance terminates for upper building block, removes bottom plate;The mold component removed successively is reassembled into sky mould successively, circulation Come into operation.
In the building block of each mould output, middle building block front and rear surfaces have cut steel wire to cut and the cutting of formation Face, rough surface, shiny surface or rough surface can be selected according to being actually needed by suffering the block surfaces of front and rear template, in front and rear template Surface through threaded hole of steel on left-right template, longitudinal mesh division board along the intersecting lens of plane bottom plate upper surface with setting the cutting of steel tensed Silk, the block surfaces for suffering front and rear template of output are completely the same with middle building block because cut and coarse, cancel the cutting steel wire Then for the block surfaces at cancellation because not cut and smooth, which increases the thickness of 1 cutting steel wire than middle building block.
Inventing total design for above-mentioned 6 is:Required hole in length and breadth is reserved in load-bearing class and partition class cast-in-place wall core building block With longitudinal hidden pipe, making built every layer of building wall, hole and longitudinal hidden pipe communicate in length and breadth, hole and open tubular column core divide pillar in length and breadth Do not communicate, communicate cavity wall core at every layer respectively, needed for column in-core is set in length and breadth reinforcing steel bar frame or rectangle reinforcing steel bar frame, longitudinal direction be responsible for, Wall transverse direction hidden pipe, pillar longitudinal direction plastic hidden pipe, set reinforcing steel bar frame in length and breadth and horizontal plastics in cast-in-situ crossbeam and floor diaphragm capsule Hidden pipe, is respectively connected with every floor room wall, column, beam, plate reinforcing steel bar frame and hidden pipe and its lower floor's lengthways main steel bar, longitudinal direction are main in length and breadth in length and breadth Pipe, by successively cast-in-place wall core, column core, beam, plate solidification positioning from bottom to top, penetrates through in longitudinal hidden pipe in wall and is laid with various electricity Longitudinal main line on road, is connected the bent bottom line box of abutment wall outlet setting and various interior spools and end where hidden pipe in length and breadth in every set building End equipment and the building longitudinal direction main line pipe that is connected;Ensure it is safe, economical, supporting on the premise of according to building be actually needed preferentially adjust Whole the building block size of hole and longitudinal hidden pipe, quantity, arrangement mode and the shape of building block, size in length and breadth are corresponding to adjust building block square Shape steel wire frame, mould and material scraper, connect muscle pipe and in length and breadth reinforcing steel bar frame, bent bottom line box and the shape and ruler that need pre-buried hidden pipe in length and breadth It is very little;Each set building block after adjustment is manufactured by this manufacture method and using this mould and material scraper of corresponding adjustment, is adjusted Each set building block and rectangle steel reel afterwards, connect muscle pipe and in length and breadth reinforcing steel bar frame and need pre-buried hidden pipe in length and breadth supporting by this building method Building, and then the supporting respective wall of installation corresponds to this song bottom line box and various indoor spools and terminal device and the building that is connected of adjustment Room longitudinal direction main line pipe.
The beneficial effect of manufacture method of the present invention is:Before extremely shaping after the building block depanning of this manufacture method production, always It is positioned on this die bottom plate and is carried in the lump together with bottom plate, backplanes support face is whole building block lower surface, and often arranges shaping building block Symmetrically passed under anterior-posterior plane bottom plate and the basis for shelving bottom plate, be unlikely to deform by convex bottom plate from gravitation energy, So as to avoid building block problem on deformation caused by depanning is carried and is conserved;Because being not required to surface incising in length and breadth, energy after building block depanning It is enough that the prevention building block deformation of rectangle steel reel is added before die feeding, overcome existing building block to be difficult to preset rectangle steel because cutting in length and breadth The deficiency of reel;Surface incising part is relatively small in length and breadth is unlikely to deform for partition class building block, is generally not required to preset rectangle steel reel, Manufacture cost can be reduced;The middle building block that the front and rear surfaces of each mould output are coarse is more, with building interior wall needed for it is more thick The ratio of rough building block is about the same, and suffer front and rear template block surfaces type can according to wall face be actually needed select, can be into one The actual demand amount of 2 kinds of block surfaces types of step section, meets the different demands of inner-outer wall facing block surface type, does not increase mould Has cost;The application method such as mould assembling, fixed, dismounting is simple, easy to operate;This manufacture method using assemble this mould, into The processes such as material, pre-hardening form removal, although similar to existing process, can complete substantial amounts of surface incising in length and breadth at the same time, produce In length and breadth this building block of hole and longitudinal hidden pipe and make to build a wall by this building method, column hollow parts communicate, be supplemented pre-buried institute Need in length and breadth hidden pipe make every set building hidden pipe communicate in length and breadth or edge is connected, each layer building wall forms the longitudinal hidden pipe of perforation up and down, And then the various longitudinal main line pipes of various indoor spools and building can be continuously set, then be the building-block of prior art manufacture not The effect that can be realized;If be combined with existing building block automatic production technology, production efficiency will be improved, accomplished scale production Benefit.
The brief description of accompanying drawing
The invention will be further described below in conjunction with the accompanying drawings.
Figure 1A, Figure 1B, Fig. 1 C are load-bearing class standard and long and short profiled concrete-block top view respectively, and Fig. 1 D are load-bearing class standards Building block side view, Fig. 1 E, Fig. 1 F, Fig. 1 G are partition class standard and long and short profiled concrete-block top view respectively, and Fig. 1 H are partition categories Quasi- building block side view.It is middle because load-bearing class and the long and short profiled concrete-block side view sideline of partition class are consistent with Fig. 1 D, Fig. 1 H respectively For plane, therefore not attached drawing again;In order to indicate the steel wire position of rectangle steel reel within load-bearing class building block upper surface and left surface, therefore Steel wire is indicated with hollow circular hole.
Fig. 2A, Fig. 2 B, Fig. 2 C are load-bearing class standard and long and short profiled concrete-block mould top view respectively, and Fig. 2 D are load-bearing classes Building block mould side view, Fig. 4 A, Fig. 4 B, Fig. 4 C are to separate class standard and long and short profiled concrete-block mould top view, Fig. 4 D to be respectively Separate class building block mould side view.Because every 3 kinds of mould side views of class are identical and only load-bearing class and partition class building block mould side view Figure;In order to show that left-right template, the arrangement of longitudinal mesh division board and longitudinal pipe and shape, Fig. 2A, Fig. 2 C and Fig. 4 A, Fig. 4 C are saved Left and right sideboard is omited;In order to show the location and shape of left and right breast board, Fig. 2 B, Fig. 2 D and Fig. 4 B, Fig. 4 D do not omit left and right sideboard.
Fig. 3 A, Fig. 3 B, Fig. 3 C are load-bearing class building block mould material scraper front view, top view, side view respectively, and Fig. 5 A, scheme 5B, Fig. 5 C are partition class building block mould material scraper front view, top view, side view respectively.
Fig. 6 A are load-bearing class and partition class standard and long profiled concrete-block mould front view, and Fig. 6 B are that load-bearing class and partition class are short Profiled concrete-block mould front view.2 class standards and long profiled concrete-block mould because length is identical and front view is identical, 2 classes are short special-shaped to build Block mould because length is identical and front view is identical;Fig. 6 A add load-bearing class building block mould material scraper front view, and Fig. 6 B are added Separate class building block mould material scraper front view.
Fig. 7 A, Fig. 7 B are load-bearing class and the combined longitudinal mesh division board side view of partition class building block mould respectively.Because lower end is prolonged It is deep in the corresponding gap of bottom plate to stretch 0.5cm, therefore is indicated with dotted line;Because of load-bearing class and the plate longitudinal lattice of partition class building block mould Plate side view sideline is consistent with Fig. 7 A, Fig. 7 B respectively, and centre is plane, therefore not attached drawing again.
After Fig. 8 A, Fig. 8 B are load-bearing class respectively and separate the pipe of class building block mould longitudinal bore and laterally justify Tube-sheet Welding Side view, Fig. 8 C, Fig. 8 D are the pipe and laterally circle Tube-sheet Welding of load-bearing class and partition class building block mould longitudinal direction hidden pipe respectively Side view afterwards.
1. load-bearing class building block semicylinder transverse direction hole in figure, 2. load-bearing class building block semicylinder longitudinal bores, 3. load-bearing Class building block cylinder longitudinal bore, 4. load-bearing class building block longitudinal direction hidden pipes, 5. partition class building block semicylinder transverse direction holes, 6. partitions Class building block semicylinder longitudinal bore, 7. partition class building block cylinder longitudinal bores, 8. partition class building block longitudinal direction hidden pipes, 9. load-bearing Template before and after the steel wire of class building block rectangle steel reel, 10. load-bearing classes and partition class standard and long profiled concrete-block mould, 11. load-bearing Template before and after class and the partition short profiled concrete-block mould of class, the 12. combined left-right templates of load-bearing class standard building block mould, 13. load-bearing The long and short plate left-right template of profiled concrete-block mould of class, the 14. partition combined left-right templates of class standard building block mould, 15. partitions The long and short plate left-right template of profiled concrete-block mould of class, 16. mould cutting steel wires, the 17. combined longitudinal directions of load-bearing class building block mould Mesh division board, the plate longitudinal mesh division board of 18. load-bearing class building block moulds, the combined longitudinal mesh division board of 19. partition class building block moulds, 20. separating the plate longitudinal mesh division board of class building block mould, the pipe of 21. load-bearing class building block mould longitudinal bores, 22. load-bearing classes are built The pipe of block mould longitudinal direction hidden pipe, the pipe of 23. partition class building block mould longitudinal bores, 24. partition class building block moulds are longitudinally dark The pipe of pipe, 25. die bottom plates, 26. mould transverse direction pipe plates, 27. mold bases, 28. load-bearing class building block mould material scrapers are oblique Surface cover, 29. partition class building block mould material scraper inclined-plane cover boards, coaming plate before and after 30. mould material scrapers, 31. mould material scrapers three Corner bracket, steel ball before and after 32. mould material scrapers, 33. mould CC type flower basket bolts, 34. load-bearing class building block mould material scrapers, 35. every Disconnected class building block mould material scraper, 36. load-bearing class building block moulds or so sideboard, 37. partition class building block moulds or so sideboard, 38. moulds Template outer surface indent steel bead groove before and after tool, 39. mould threaded hole of steel, the plane panel of 40. set of molds mould assembly longitudinal direction mesh division boards, 80. building block front and rear side longitudinal direction solid section, 95. diebolts.

Claims (2)

1. a kind of manufacture method, including by assembling various moulds, charging, pre-hardening form removal acquisition each 3 kinds of cast-in-place walls core building block of 2 classes Method, it is characterized in that:, will be of the same race including placing and being fixed on similar base by the plate of pipe in length and breadth of the same race that need to produce building block Bottom plate corresponding circle hole entangles longitudinal pipe and is held in length and breadth on pipe plate, and the framed corresponding 0.5cm of bottom plate that is held on of the same race is stitched deeply In gap, similar left and right sideboard is fixed by bolts in left-right template, screws the CC types flower between framed outer surface and base respectively Basket bolt;From framed upper direction, per lattice, rectangle steel reel of the same race is placed in framed plane bottom plate precalculated position, and partition class building block is not required to Rectangle steel reel is not placed then, refills foam concrete raw material slurry;Raw material slurry just after solidification forming, is removed left and right sideboard, is scraped similar The front and rear steel ball of glassware lower end from framed left and right while pouring into front and rear template outer surface indent steel bead groove level slides into another side, Strike off and remove material scraper between the sideboard of left and right after redundance, remove it is framed with base CC type flower basket bolts, under bottom plate or so end Square vertical-lift bottom plate and framed above and wherein filled base substrate departs from longitudinal pipe, removes base and above pipe plate in length and breadth, The similar pallet of in-migration, by bottom plate and framed above and wherein filled base substrate it is vertical under be put on pallet, and vertical-lift is framed de- Removed from bottom plate and above after base substrate it is framed, then from bottom plate or so end downward vertical lifting bottom plate and above shaping building block and under put To curing field, after further solidification, maintenance, extract building block pile to maintenance on bottom plate and terminate.
2. manufacture method according to claim 1, it is characterized in that:Including every kind of mould in front and rear template or front and rear one side mould After cutting steel wire of the inner surface of plate with setting tension along plate upper surface intersecting lens, the block surfaces that template is connected are coarse, It is smooth to cancel the block surfaces that the cutting steel wire rear pattern plate is connected.
CN201710995832.5A 2015-04-25 2015-04-25 Cast-in-place wall core building block manufacture method Withdrawn CN107938920A (en)

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PCT/CN2015/077470 WO2016172817A1 (en) 2015-04-25 2015-04-25 Cast-in-place wall core block and mold thereof, manufacturing method and masonry method therefor, bar-jointing pipe and junction box with curved bottom
CN201710995832.5A CN107938920A (en) 2015-04-25 2015-04-25 Cast-in-place wall core building block manufacture method
CN201580078634.1A CN107614813B (en) 2015-04-25 2015-04-25 The building block of cast-in-place wall core and mold, manufacturing method and building method connect muscle pipe, bent baseline box

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