CN102852224A

CN102852224A - Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure

Info

Publication number: CN102852224A
Application number: CN2012103666195A
Authority: CN
Inventors: 朱宏宇
Original assignee: 朱宏宇
Current assignee: ZHEJIANG ZHENGHE BUILDING NET MOLD CO., LTD.
Priority date: 2012-09-28
Filing date: 2012-09-28
Publication date: 2013-01-02
Anticipated expiration: 2032-09-28
Also published as: CN102852224B

Abstract

The invention discloses a distributed steel tool set, a combination framework, a cast-in-situ concrete structure and a construction method of the cast-in-situ concrete structure. The distributed steel tool set is an assembling component formed by conversion corresponding to a structural component of an original design, is composed of a distributed steel component and a tool set component, and provided with a die cavity, wherein the distributed steel component is positioned in the tool set component and formed directly by distributed steel of an original design, or formed by the combination of the distributed steel of the original design with replenished connecting distributed steel; and the tool set component is a cavity tool set formed by combination of a shaping frame added into an outer contour of the concrete of an original component with a template fixed on the outer surface of the shaping frame. A design concept of prefabricating assembly conversion is put forward according to reinforced concrete structure regulations, reinforcement positioning and concrete shaping can be achieved simultaneously, the method is simple, and integration of design, production and construction is boosted; the distributed steel tool set, the combination framework, the cast-in-situ concrete structure and the construction method can be widely applied to structural design and construction of various buildings, particularly to prefabricating assembly structural fields of high-rise buildings, large space buildings and wide-spanning architecture.

Description

Arrangement of reinforcement mould bases, combo architectures, cast-in-situ concrete structure and construction method thereof

Technical field

The present invention relates to the building structure technology field, the particularly integrated assembled component of a kind of arrangement of reinforcement-mould bases of prefabrication and assembly construction building structure and the mounting frame that is combined to form thereof, and the cast-in-place concrete structure and the construction method thereof that adopt this mounting frame.

Background technology

The essential characteristic of reinforced concrete structure is to form simultaneously the setted structure members such as beam, plate, wall, post, and structure finishes a house.Its sharpest edges be to realize most convenient the flexible moulding of bar splicing connection, concrete, integral cast-in-situ, build up overall structure.The advantage of cast-in-place structural is more given full play in the in recent years large production of concrete mechanization, transportation and carry.

The design and construction of the reinforced concrete structure that China is present, the fundamental norms of carrying out are " reinforced concrete structural design specifications ", " seismic design provision in building code ", " high building structure tecnical regulations ", " concrete structure construction inspection of quality standard ".The problem of cast-in-place structural only is job practices, and a basic difficult problem is to the concrete typing, how to carry out easily prefabrication and assembly construction to the reinforcing bar location, to realize the integral cast-in-situ structure.Conventional art is directly carried out current specifications and is realized cast-in-place structural, can only adopt the site operation pattern that raw material is directly become structure, reinforced bar engineering wherein, form work engineering, concrete work are separated from each other, and can only adopt unskilled simple labor to produce and mobile labor style again.

And for avoiding above-mentioned Construction Mode to adopt existing prefabricated units technology, namely lost the essential advantage of cast-in-place structural, do not change again concrete basic production mode, only become the work place, the heavy physical labour at high-altitude and scene has been transferred to the heavy physical labour of individual workship.And the cost of for this reason paying be more complicated making, health, deposit, carry, transportation, scene storage, scattered lifting, the complicated support and the location, and labyrinth connects more, the cost of paying even also comprise the globality that has lost cast-in-place structural.And can prefabricated assembly structural the equivalent substitution cast-in-place structural, does not still have at present reliable foundation.

Present domestic existing prefabrication and assembly construction member, China's standard only provide the connected mode of simple member (such as small precast plate, post, beam) etc.For the prefabrication and assembly construction of Tall Buildings shear wall structure, there is no system, the reliably method of attachment of prefabricated assembly structural.What the structure connection of existing prefabricated units was taked mostly is " the ater-casting method " of " build reserved steel bar, part ", and the method makes the structure connecting portion very easily produce structural cracks under structure stress and thermal stresses, has greatly weakened structural strength.In addition, mostly simple member specification is all very little, also causes seam too much, and structural performance has very large weakening.

At present most prefabricated units are subject to the restriction of weight and transportation, and specification is very little, otherwise super wide, superelevation is difficult to transportation.In addition, a large amount of members are supported in the high-altitude and locate, need high-intensity support, the installation and removal of these supports can only realize by manual work.And the mould that needs in the structure manufacture process or template also need tens of tons, also need heavy heavy physical labour to pacify and tear open.Transportation, lifting, the installation of existing prefabricated mounting structure are all very inconvenient, and workman's labour intensity is high, and is long in time limit.This high cost has lost the basic goal of prefabrication and assembly construction.

For avoiding traditional prefabrication and assembly construction technical problem, the applicant once invented " concrete complex building of steel meshwork framework and construction method thereof ", proposed the traditional architecture reinforcing bar is replaced to a kind of lattice steel of high-strength light, realized the overall plan of cast-in-place structural.But the later stage research direction has departed from research purpose, trend " light steel concrete " technology path.Replace reinforcing bar with the shaped steel equivalence, be difficult to satisfy the structure requirement of reinforcing bar, can't dock standard, more fail effectively to realize installing location and concrete typing, overall construction intensity equivalent relation more difficult of proof and annexation, difficult with practical value." light steel solid model " technology occurs again similarly afterwards, just member in " steel meshwork framework " had been done simple replacement, do not have to solve the root problem of " steel meshwork framework " technology.

Study for a long period of time and facts have proved, on the current specifications basis, realize to the location of reinforcing bar, to concrete typing, guarantee the globality of cast-in-place concrete structure, the huge advantage of performance cast-in-place structural is research direction and the developing direction of prefabrication and assembly construction technology.And be to solve typing and orientation problem, and abandon bringing into play the essential advantage of steel concrete, to increase more complicated new problem as the technology mode of cost, will get and not lose.

The structure design of prefabrication and assembly construction technology has its particularity, and China's standard is " material-structure " pattern, with the integrated plan design method that existing structural calculation obtains, is difficult to split the prefabrication and assembly construction member.And directly carry out the prefabrication and assembly construction design with prefabricated units, be difficult to again directly dock with current specifications.

The Design Mode of prefabricated assembly structural is " member-structure ", perhaps " body piece-structure ", still the relation between " block " and the former standard is intricate, relates to design and splits, assembles, connects; Relate to design, production, build, need the system conversion to realize.Not yet find at present the Design Mode according to the effective prefabrication and assembly construction technology of China's standard foundation.

Therefore, realize the difficult problem of prefabrication and assembly construction technology, do not lie in current specifications itself, and be to carry out the mode of standard, especially be design.

Summary of the invention

The invention provides a kind of arrangement of reinforcement mould bases, combo architectures, cast-in-situ concrete structure and construction method thereof, solve the core technology difficult problem of existing reinforced concrete structure-to the reinforcing bar location, finalize the design to concrete, and the member installation is located, the technical problem of connection difficulty, and the technical barrier of realizing cast-in-place structural in the mode of prefabrication and assembly construction; And solve administrative control complexity, long flow path, the tedious technical problem of workman that pattern that existing Reinforced Concrete Design, material, production, construction be separated is brought; Also solve existing prefabricated mounting technology transportation, lifting, inconvenience is installed, connect complicated, labour intensity technical problem high, long in time limit; Also solve existing reinforced concrete structure and prefabricated assembly structural intensity is low, the technical problem in easy crack.

The technical solution adopted for the present invention to solve the technical problems is:

This arrangement of reinforcement mould bases is that corresponding intrinsic structural element switches the assembled component that forms; By arrangement of reinforcement assembly and mould bases member consist of, the arrangement of reinforcement assembly be positioned at form in the mould bases member, with the arrangement of reinforcement mould bases assembled component of die cavity;

Described arrangement of reinforcement assembly is directly to be formed by former design reinforcement, or is combined to form with the connection arrangement of reinforcement of being connected by former design reinforcement;

Described mould bases member is the setting framework that adds by in former concrete members outline, and the mould bases with die cavity that forms in the fixing form assembly of setting framework external surface;

Described former project organization member is the structural element according to existing reinforced concrete structure regulations calculating, design forming.

Described intrinsic structural element is board member, wall member, beam or post member;

Correspondingly, described arrangement of reinforcement mould bases is plate arrangement of reinforcement mould bases, wall arrangement of reinforcement mould bases, beam arrangement of reinforcement mould bases or post arrangement of reinforcement mould bases.

The setting framework of described arrangement of reinforcement mould bases by truss framework, shaped steel framework or the two be combined to form, with the space hexahedron framework of six face frames; Wherein: the truss framework comprises following two kinds of structures:

A, between two parallel section steel flanges, be fixed with the steel truss that at least two shaped steel web members form;

B, the steel truss with the edge of a wing and web member that the C shaped steel of perforate directly forms on web.

The edge of a wing of described truss framework, web member and shaped steel framework form by the shaped steel module is supporting; The shaped steel module is porose shaped steel module on atresia or the face on the face;

When said module consisted of serial module, serial module was wide shaped steel module; The width modulus of shaped steel module comprises 25mm series, 30mm is serial, 35mm is serial; And be not less than 25mm, be not more than 50mm; Former plate thickness 〉=the 1.5mm of shaped steel mould bases ,≤3.5mm;

When setting framework is positioned with reinforcing bar, on truss framework or the shaped steel framework also with the reinforcing bar keeper.

Described setting framework is by being cross-linked to form inside and outside two aspect frames inside and outside the framework, described template is fixed on the external surface of housing; Arrangement of reinforcement is positioned on the inner surface of the external surface of inside casing or housing; Template, reinforcing bar form separates the location.

Described setting framework comprises following two kinds of structures:

A, setting framework be by at least two truss frameworks of relatively establishing and at least four be connected to shaped steel framework between two truss frameworks mutually be connected consist of, with the space hexahedron framework of six face frames;

B, setting framework by four truss frameworks in twos parallel relative four sides enclose, with the space hexahedron framework of six face frames.

When described setting framework was structure a, the face frame of this setting framework comprised two housings that the shaped steel framework by the outside of being fixed in the truss framework forms, and two inside casings forming of the edge of a wing of truss framework; Perhaps the face frame of this setting framework comprises two inside casings that formed by the structural steel frame that is fixed in truss framework inboard, and two housings of the edge of a wing of truss framework formation;

When described setting framework was structure b, the edge of a wing of the truss framework of two parallel correspondences of this setting framework was individually fixed in the outside on the edge of a wing of two other parallel truss framework, and the described edge of a wing forms relatively, respectively two inside casings and two housings of face frame in twos.

On the described arrangement of reinforcement mould bases with the external tapping that is connected usefulness with another arrangement of reinforcement mould bases and inner joint or only with external tapping;

Described inner joint and external tapping include setting framework interface, template interface and arrangement of reinforcement interface three parts;

A, arrangement of reinforcement mould bases external tapping are following structure:

A, setting framework external tapping are directly formed by the face frame or add the connection framework at the face frame and form;

B, template external tapping are formed by the fracture of template at interface;

C, arrangement of reinforcement external tapping are formed by the connection arrangement of reinforcement of location or leap interface surface frame;

B, arrangement of reinforcement mould bases inner joint are following structure:

A, typing mould bases inner joint form by add the interface frame that truss framework facing each other consists of in setting framework;

B, template inner joint are by forming at inner joint place fracture;

C, arrangement of reinforcement inner joint are formed by the connection arrangement of reinforcement that is positioned in the mould bases.

The plate setting framework of described plate arrangement of reinforcement mould bases comprises the space hexahedron framework by at least four plate girder framework combinations; Wherein the plate girder framework of length direction forms the plate inside casing, and the plate girder framework of width forms the plate housing; Perhaps the plate setting framework comprises the space hexahedron framework by plural plate girder framework and four template steel framework spare combinations;

When the length direction 〉=3000mm of plate arrangement of reinforcement mould bases ,≤9000mm, during and width≤3300mm, in the plate setting framework, also comprise the plate girder framework that is parallel to the plate width; Plate girder framework arrangement pitches 〉=600mm;

When the width 〉=3000mm of plate arrangement of reinforcement mould bases or length direction 〉=6000mm, the plate setting framework is spliced to form with transition piece by at least two precast plate setting frameworks.

The wall setting framework of described wall arrangement of reinforcement mould bases comprises by at least two wall truss frameworks and four space hexahedron frameworks that wall shaped steel framework mutually is connected and consists of at least; Its Shaped Steel framework forms the wall housing;

The width of described wall arrangement of reinforcement mould bases is more than or equal to 600mm and less than or equal to 3300mm; When wall arrangement of reinforcement mould bases width during greater than 1200mm, in the wall setting framework, also be equipped with vertical wall truss framework; When the height of wall arrangement of reinforcement mould bases during greater than 1200mm, on the wall setting framework, also be equipped with horizontal wall shaped steel framework;

The wall arrangement of reinforcement comprises at least one wall reinforcing cage, and the wall reinforcing cage is made of vertical main sinew and lateral tie; When the width of wall arrangement of reinforcement mould bases during less than or equal to 1500mm, the wall arrangement of reinforcement is made of a reinforcing cage; When the width of wall arrangement of reinforcement mould bases greater than 1500mm, and during less than or equal to 3000mm, the wall arrangement of reinforcement comprises at least two reinforcing cages and horizontal distribution reinforcing bar; When two reinforcing cage gaps during greater than 150mm, between two reinforcing cages, also be provided with vertical distribution reinforcement;

The connection arrangement of reinforcement of described wall arrangement of reinforcement mould bases comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement, and the vertical main sinew that vertically connects the wall arrangement of reinforcement mould bases inside that arrangement of reinforcement is connected by the vertical reinforcement joint correspondence of outstanding wall mould bases forms; Horizontal connection arrangement of reinforcement is formed by the lateral tie of the wall mould bases inside that the lateral tie joint correspondence of giving prominence to the wall mould bases is connected.

The beam setting framework of described beam arrangement of reinforcement mould bases comprises two with upper beam truss framework and four space hexahedron frameworks that beam shaped steel framework mutually is connected and consists of; Laterally press arranged with interval with upper beam truss framework for two, four beam shaped steel frameworks laterally are fixed on the place, exterior angles, side of beam truss framework in twos relatively; Wherein, beam shaped steel framework and beam truss framework form respectively beam housing and beam inside casing;

Described beam arrangement of reinforcement is formed by the beam steel cage that is positioned beam setting framework inside; The beam steel cage is formed by connecting by vertical stirrup and horizontal main muscle.

The connection arrangement of reinforcement of described beam arrangement of reinforcement mould bases comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement; The vertical arrangement of reinforcement that connects comprises the connection stirrup that is formed by the outstanding beam form frame of vertical stirrup; The horizontal reinforcement joint that the level connection joint arrangement of reinforcement is formed by the outstanding beam form frame of horizontal main muscle or in the beam form frame, reserve and plug reinforcing bar and form.

The post setting framework of described post arrangement of reinforcement mould bases comprises two with upper prop truss framework and four space hexahedron frameworks that column type steel framework spare mutually is connected and consists of; Described post truss framework is included in and is fixed with the rectangle steel truss that two web members form between two parallel cross bars; Vertically press arranged with interval with upper prop truss framework for two, four column type steel framework spares vertically are fixed on interior angle or the place, exterior angles of post truss framework in twos relatively, and column type steel framework spare forms post inside casing or post housing;

Described post arrangement of reinforcement is formed by the post reinforcing cage that is positioned post setting framework inside; The post reinforcing cage is formed by connecting by lateral tie and vertical main muscle; Post connects arrangement of reinforcement and comprises the post bar splice that is reserved in post mould bases top.

Described template comprises forever solid state diffusion filter of flap template, web plate forever solid state diffusion filter plate or the surperficial steel form that has the diafiltration hole; Wherein:

Flap forever solid state diffusion filter template comprises folding shape plate body, is distributed with the diafiltration hole on the folding shape plate body, the intrinsic U-shaped edge strip in up and down both sides or four checkposts of folding shape plate body.

Web plate forever solid state diffusion filter plate comprises the web plate body, and vertical gap is distributed with stretching nets and U-shaped rib on the web plate body, and the mesh of stretching nets consists of the diafiltration hole; The intrinsic U-shaped edge strip in the up and down both sides of web plate body or four checkposts.

The cross section of steel form comprises C shape or U-shaped;

When the width of setting framework during greater than 300mm, be fixed on template on the setting framework and be forever solid state diffusion filter template or web plate solid state diffusion filter plate forever of flap; When the width of setting framework during less than 300mm, be fixed on template on the setting framework has the diafiltration hole for the surface steel form.

The interior fixing that is connected with between described template and the setting framework is connected, is fixedly connected with outward and is connected and connects three kinds outward; Wherein:

A, interior fixing connect: the housing at setting framework has the reservation holding firmware, and template fixes on setting framework with holding firmware;

B, be fixedly connected with outward: template U-shaped edge strip is fixed or is weldingly fixed on the setting framework with self-tapping screw;

C, auxiliary outer the connection: the outside that is fixed on the template on the setting framework also is equipped with outer clamping piece, and clamping piece is clamping on setting framework beyond the template; Outer clamping piece is made of channel-section steel or angle steel and drawknot bolt.

The combo architectures that this arrangement of reinforcement mould bases is combined to form is formed by at least two mutual assembly and connections of arrangement of reinforcement mould bases.

Assembly and connection between the described arrangement of reinforcement mould bases comprises connecting in the plane and is connected with vertical plane, wherein: connect in the plane and be connected to form by arrangement of reinforcement mould bases external tapping, vertical plane connects external tapping by an arrangement of reinforcement mould bases and docks with the inner joint of another arrangement of reinforcement mould bases and form.

The arrangement of reinforcement of described arrangement of reinforcement interface is connected with following several:

A, the connection arrangement of reinforcement that forms with the lengthening of the arrangement of reinforcement in the arrangement of reinforcement mould bases extend into reinforcing bar " overlap joint " connection that forms in the arrangement of reinforcement of another arrangement of reinforcement mould bases;

B, stretch into respectively " bridgings " connection that forms in two interconnective arrangement of reinforcement mould bases with the connection arrangement of reinforcement of crossing over interface surface;

C, on two arrangement of reinforcement mould bases, reserve respectively annular and connect arrangement of reinforcement, and " the ring anchor " that forms of mutually pegging graft connects.

Two of described arrangement of reinforcement interface connect mutually overlap joint welding or bolt connection between the arrangement of reinforcement.

Described arrangement of reinforcement interface is also added in addition and is strengthened connecting arrangement of reinforcement formation reinforcement bonding pad.

Institute's combo architectures comprises a plate arrangement of reinforcement mould bases and is positioned at least one perpendicular arrangement of reinforcement mould bases of plate arrangement of reinforcement mould bases bottom; Perpendicular arrangement of reinforcement mould bases comprises at least a or two above combinations in wall arrangement of reinforcement mould bases, beam arrangement of reinforcement mould bases, the post arrangement of reinforcement mould bases; The cross section of combo architectures is T shape or inverted L-shaped; The combination of described arrangement of reinforcement mould bases comprises:

A, plate arrangement of reinforcement mould bases and at least one the beam arrangement of reinforcement mould bases formation plate-beam combo architectures that mutually is connected;

At least one post arrangement of reinforcement mould bases that also has been connected on B, the plate-beam combo architectures forms plate-beam-column combination framework;

At least one wall arrangement of reinforcement mould bases that also has been connected on C, the plate-beam combo architectures forms plate-beam-wall combo architectures;

D, plate arrangement of reinforcement mould bases and at least one wall arrangement of reinforcement mould bases are connected, and form plate-wall combo architectures; When at least two wall arrangement of reinforcement mould bases vertically connect mutually, form the compound wall structure.

The combination of described arrangement of reinforcement mould bases also comprises the grade beam combo architectures; The grade beam combo architectures is combined to form by foundation slab arrangement of reinforcement mould bases and grade beam arrangement of reinforcement mould bases; Wherein: grade beam arrangement of reinforcement mould bases is assembled in the top of foundation slab arrangement of reinforcement mould bases, the inverted T-shaped grade beam combo architectures of formation.

The combination of described arrangement of reinforcement mould bases also comprises worker's type beam or box beam combo architectures;

Described worker's type beam combo architectures comprises two parallel plate arrangement of reinforcement mould bases and vertically is fixed in worker's type beam combo architectures that a wall arrangement of reinforcement mould bases between two plate arrangement of reinforcement mould bases is combined to form;

Described box beam combo architectures comprises two parallel plate arrangement of reinforcement mould bases and vertically is fixed in worker's type beam combo architectures that two parallel wall arrangement of reinforcement mould bases between two plate arrangement of reinforcement mould bases are combined to form.

The combination of described arrangement of reinforcement mould bases also comprises the retaining wall combo architectures; Described retaining wall combo architectures comprises that a plate arrangement of reinforcement mould bases is combined to form with the vertical compound wall structure that is fixed in plate arrangement of reinforcement mould bases top.

This cast-in-situ concrete structure be by combo architectures and within it in the arrangement of reinforcement mould bases of section cast-in-place concrete form; The reinforcing bar of described combo architectures, setting framework are cemented in the concrete structure; Described template is cemented in the concrete structure external surface and forms forever admittedly surface layer.

The construction method of this cast-in-situ concrete structure comprises the steps:

Step 1, at factory or Assembling arrangement of reinforcement mould bases;

Step 2, at the scene the arrangement of reinforcement mould bases is assembled into combo architectures;

Step 3, with the combo architectures hoisted in position and be interconnected and fixed;

Step 4, cast-in-situ concrete in the die cavity of combo architectures;

Step 5, completing steps 1 to 4 form monolithic reinforced concrete structure.

Design principle of the present invention and beneficial effect are as follows:

One, the design principle of arrangement of reinforcement mould bases and beneficial effect:

1, setting framework: take the setting framework that truss forms as the basis, realize forming the typing die cavity to the reinforcing bar location and with template, realize pre-cast-in-place concrete typing.

2, can form the setting framework of various shapes according to the various shapes of concrete component, complement one another.

3, solid state diffusion filter template forever: can form Percolation Threshold Effect, hoop effect to cast-in-situ concrete, eliminate container effect, decompress(ion) effect and enhancement effect, being implemented in light-duty skeleton concreting, and form forever admittedly composite cover with concrete; And be convenient to cut, be convenient to be connected and fixed, be convenient to transport.

4, the interior housing of setting framework is realized the separation location of reliable concrete cover and reinforcing bar template.

5, inner die cavity: can be reliably to concrete formation.

6, the truss sides frame or the shaped steel face frame that enclose on four sides, ease of assembly, connection, configuration reinforcement keeper, spacer bars, fixed form.

7, mould bases interface realizes that mould bases connects, and locates connecting reinforcement simultaneously.

8, with the shaped steel module of thoroughly starching the hole, reduce concrete impact, this diafiltration hole can be simultaneously as saturating slurry hole, locating hole.

9, the supporting assembling that realizes setting framework of serial module with connection

10, switched design switches to the arrangement of reinforcement assembly with former arrangement of reinforcement design, and Optimat also realizes that the standard arrangement of reinforcement forms the prefabrication and assembly construction arrangement of reinforcement.

11, traffic requirements is satisfied in the dimensions of arrangement of reinforcement mould bases design.

12, the spacing of control framework, under the prerequisite that reaches typing, location, ease of assembly, realization are saved.

13, flexible and changeable physical dimension and flexible and changeable assembling mode can satisfy the needs of various reinforced concrete members.

Two, combo architectures design principle and beneficial effect:

1, arrangement of reinforcement mould bases high-strength light can guarantee the lifting Weight control of combo architectures, realizes the combined member lifting.

2, in the mutual arrangement of reinforcement mould bases combo architectures connected vertically of ground assembling arrangement of reinforcement, finish simultaneously the horizontal connection of arrangement of reinforcement, and in the high-altitude the most difficult realization be exactly laterally to connect, minimizing high-altitude connection amount.

3, that the combo architectures that vertically is connected to form by the arrangement of reinforcement mould bases has is stable, modular shapes accurately, and self forms " desk effect ", is convenient to the location, proofreaies and correct, connects.

4, especially the vertical connection of body of wall is in place, if single body of wall is installed, contradiction in place occurs when mounted to reserved steel bar in length and breadth, is difficult to problem in place.This also is the most difficult problem that general reinforced concrete prefabricated body of wall is installed.Be combined into after the wall structure, only need to consider when mounted the grafting of vertical reinforcing bar, and need not consider to realize the grafting of horizontal reinforcement easily.

5, the arrangement of reinforcement mould bases makes up mutually, mutually strengthens mutually typing, mutual location.

6, large part lifting increases by 8-10 times of lifting efficient, reduces work high above the ground.

7, increase the safety of work high above the ground.

8, can effectively control the lifting distortion.

9, flexible and changeable switching mode, combination can satisfy various structure typess and structure needs are installed.

Three, switched design principle and beneficial effect:

1, forming former design, is the basis of realizing the prefabrication and assembly construction design.

2, to the pattern of intrinsic " material-structure ", be equal to the pattern that converts " body piece-structure " to, be the basis of realizing the prefabrication and assembly construction member designs.

3, set up the opposite joining relation of prefabrication and assembly construction design and current specifications.

4, set up design, production, construction integrated design pattern, efficiently instruct processing, making, installation, construction.

5, form " hard standardized designs " rather than the design of standardization modulus that is configured to target with standard component, standardized structural element, standard component, standardization connection.

6, the basic basis of industrial module design: the fundamental difference of prefabrication and assembly construction and site operation is height systematism, procedure, supporting, specialization, the equipment processing, make, produce, build, so must form engineering design as the basis take professional module, otherwise be difficult to tissue.

Four, the packaging housing design principle and the beneficial effect that are formed by combo architectures:

1, T shape framework is assembled mutually, forms easily stable, firm typing framework body.

2, T shape framework assembles mutually, mainly is connected to the master with the template die frame, and the connection between the perpendicular member has been finished on ground, greatly reduces the complicated connection in high-altitude.

3, supporting and location easily, be convenient to standard support.

4, the plate arrangement of reinforcement is realized Large-Span Continuous arrangement of reinforcement and two-way slab arrangement of reinforcement easily.

5, concreting face stabilizer, safety, reliable.

6, once-pouring of concrete, structural integrity is strong.

Five, structure or structural principle and beneficial effect:

1, is applicable to prefabrication and assembly construction-cast-in-place concrete structure that various steel concrete standards form.

2, optimal design, be equal to and replace form prefabrication and assembly construction-cast-in-place concrete structure;

3, be particularly useful for Tall Shear Wall Structures.

4, form easily large space, long span building structure.

5, the large space of development and Design function admirable, the shear wall-Vierendeel girder of drawing money on credit-large hole-large span-Shear Wall Structure with Large Space.

6, be applicable to the structure of building, also be applicable to the fast-assembling structure structure.

Six, advantage of the present invention is as follows:

1, take reinforced concrete structure regulations as foundation, according to fully, is convenient to realize.

2, the present invention can realize simultaneously that method is simple and direct to the reinforcing bar location, to the concrete typing.

3, form the integrated arrangement of reinforcement mould bases of reinforcing bar template with steel part, product is clear and definite.

4, large lifting component, installation, efficient quick.

5, primary concreting forms overall structure.

6, industrial goods form accurate structure accurately, and are superior in quality.

7, prefabrication and assembly construction switched design concept, the handoff relation of clear and definite prefabrication and assembly construction and current specifications are proposed.

8, advance design, produce, build integrated, advance builing industry to the equipment manufacture technological progress, advance the architectural entity industrial technology to develop.

9, promote highrise building, volumed space building, the technological progress of long span building prefabricated assembly structural, improve the architectural space durability, improve the building durability.

The present invention can be widely used in the prefabricated assembly structural field of all kinds of design of building structures and construction, particularly highrise building, volumed space building, long span building.

Description of drawings

The present invention is further described below in conjunction with drawings and Examples.

Fig. 1 is the schematic diagram of layer structure.

Fig. 2 is the stripping and slicing schematic diagram of layer structure.

Fig. 3 is the structural representation of combo architectures one.

Fig. 4 is the side-looking structural representation of Fig. 3.

Fig. 5 is the structural representation of looking up of Fig. 3.

Fig. 6 is the structural representation of combo architectures two.

Fig. 7 is the side-looking structural representation of Fig. 6.

Fig. 8 is the stereogram (without template) that plate-beam-the wall combo architectures is connected with substructure.

Fig. 9 is the stereogram (template is arranged) that plate-beam-the wall combo architectures is connected with substructure.

Figure 10 is the stereogram (without template) that plate-beam-the column combination framework is connected with substructure.

Figure 11 is the stereogram (template is arranged) that plate-beam-the column combination framework is connected with substructure.

Figure 12 is the stereogram (without template) of compound wall structure.

Figure 13 is the stereogram (template is arranged) of compound wall structure.

Figure 14 is the stereogram of beam arrangement of reinforcement mould bases.

Figure 15 is the facade structures schematic diagram of post arrangement of reinforcement mould bases.

Figure 16 is the plan structure schematic diagram of post arrangement of reinforcement mould bases.

Figure 17 is the plane structure schematic diagram of plate arrangement of reinforcement mould bases.

Figure 18 is the structural representation in Figure 17 cross section.

Figure 19 is the interconnective plane structure schematic diagram of plate arrangement of reinforcement mould bases in the combo architectures.

Figure 20 is the structural representation in Figure 19 cross section.

Figure 21 is the structural representation in Figure 19 vertical section.

Figure 22 is the interconnective schematic diagram of plate arrangement of reinforcement mould bases in the combo architectures.

Figure 23 is the interconnective schematic diagram of plate arrangement of reinforcement mould bases between combo architectures and the combo architectures.

Figure 24 is the plane structure schematic diagram of wall arrangement of reinforcement mould bases.

Figure 25 is the structural representation in Figure 24 cross section.

Figure 26 is the structural representation in Figure 24 vertical section.

Figure 27 is the schematic diagram at vertical plane connected node place between the wall arrangement of reinforcement mould bases.

Figure 28 is the schematic diagram at wall arrangement of reinforcement mould bases upper end and superstructure connected node place.

Figure 29 is the schematic diagram at wall arrangement of reinforcement mould bases lower end and substructure connected node place.

Figure 30 is the schematic diagram at beam arrangement of reinforcement mould bases and plate arrangement of reinforcement mould bases connected node place.

Figure 31 is the schematic diagram that beam arrangement of reinforcement mould bases is connected with wall arrangement of reinforcement mould bases.

Figure 32 is the plane structure schematic diagram of forever solid state diffusion filter of flap template.

Figure 33 is the side-looking structural representation of forever solid state diffusion filter of flap template.

Figure 34 is the structural representation in forever solid state diffusion filter of flap template cross section.

Figure 35 is the forever plane structure schematic diagram of solid state diffusion filter plate of web plate.

Figure 36 is the forever side-looking structural representation of solid state diffusion filter plate of web plate.

Figure 37 is the forever structural representation in solid state diffusion filter plate cross section of web plate.

Figure 38 is the structure chart of plate setting framework.

Figure 39 is the structure chart of wall setting framework.

Figure 40 is the structural representation of post setting framework during with inner joint.

Figure 41 is the structural representation of post arrangement of reinforcement mould bases during with inner joint.

Reference numeral: 1-plate arrangement of reinforcement mould bases, 1.1-plate girder framework, 1.2-template steel framework spare, the horizontal arrangement of reinforcement of 1.3-plate, the vertical arrangement of reinforcement of 1.4-plate, 1.5-template die plate, 1.6-separator, 1.7-transition piece, 1.8-interface frame, 1.9-levelling part, 1.10-suspension member, 1.11-supporting leg;

2-wall arrangement of reinforcement mould bases, 2.1-wall truss framework, 2.2-wall shaped steel framework, 2.3-lateral tie, 2.4-vertical main sinew, 2.5-wall form, 2.6-horizontal distribution reinforcing bar, the vertical distribution reinforcement of 2.7-, 2.8-interface frame, 2.9-vertical reinforcement, 2.10-vertical reinforcement joint, 2.11-lateral tie joint;

3-beam arrangement of reinforcement mould bases, 3.1-beam truss framework, 3.2-beam shaped steel framework, 3.3-vertical stirrup, the horizontal main muscle of 3.4-, 3.5-beam forms, 3.6-horizontal reinforcement joint, 3.7-connect stirrup;

4-post arrangement of reinforcement mould bases, 4.1-post truss framework, 4.2-column type steel framework spare, 4.3-lateral tie, the vertical main muscle of 4.4-, 4.5-column template, the bar splice of 4.6-post, 4.7-interface frame;

5-compound wall structure;

The 6-web plate is solid state diffusion filter plate, 6.1-web plate body, 6.2-stretching nets, 6.3-U shape rib, 6.4-diafiltration hole, 6.5-U shape edge strip forever;

Forever solid state diffusion filter of 7-flap template, 7.1-folding shape plate body, 7.2-diafiltration hole, 7.3-U shape edge strip;

8-reserved steel bar joint; 9-combo architectures one, 10-combo architectures two, 11-combo architectures three, 12-combo architectures four, 13-combo architectures five; 14-concrete, 15-board member, 16-beam, 17-wall member, 18-steel form.

The specific embodiment

EXAMPLE Example is referring to shown in Fig. 1～7, this arrangement of reinforcement mould bases, described arrangement of reinforcement mould bases is that corresponding intrinsic structural element switches the assembled component that forms, by arrangement of reinforcement assembly and mould bases member consist of, the arrangement of reinforcement assembly be positioned at form in the mould bases member, with the arrangement of reinforcement mould bases assembled component of die cavity.

Described arrangement of reinforcement assembly is directly to be formed by former design reinforcement, or is combined to form with the connection arrangement of reinforcement of being connected by former design reinforcement.

Described mould bases member is the setting framework that adds by in former concrete members outline, and the mould bases with die cavity that forms in the fixing form assembly of setting framework external surface.

Described intrinsic structural element is board member, wall member, beam or post member.

Correspondingly, described arrangement of reinforcement mould bases is plate arrangement of reinforcement mould bases 1, wall arrangement of reinforcement mould bases 2, beam arrangement of reinforcement mould bases 3 or post arrangement of reinforcement mould bases 4.

A, between two parallel section steel flanges, be fixed with the steel truss that at least two shaped steel web members form.

The edge of a wing of described truss framework, web member and shaped steel framework form by the shaped steel module is supporting; The shaped steel module is porose shaped steel module on atresia or the face on the face.

When said module consisted of serial module, serial module was wide shaped steel module; The width modulus of shaped steel module comprises 25mm series, 30mm is serial, 35mm is serial; And be not less than 25mm, be not more than 50mm; Former plate thickness 〉=the 1.5mm of shaped steel mould bases ,≤3.5mm.

Referring to Fig. 8, Figure 10, shown in Figure 12, described setting framework is by being cross-linked to form inside and outside two aspect frames inside and outside the framework, and described template is fixed on the external surface of housing; Arrangement of reinforcement is positioned on the inner surface of the external surface of inside casing or housing; Template, reinforcing bar form separates the location.

Described setting framework comprises following two kinds of structures:

A, setting framework be by at least two truss frameworks of relatively establishing and at least four be connected to shaped steel framework between two truss frameworks mutually be connected consist of, with the space hexahedron framework of six face frames.

When described setting framework was structure a, the face frame of this setting framework comprised two housings that the shaped steel framework by the outside of being fixed in the truss framework forms, and two inside casings forming of the edge of a wing of truss framework; Perhaps the face frame of this setting framework comprises two inside casings that formed by the structural steel frame that is fixed in truss framework inboard, and two housings of the edge of a wing of truss framework formation.

Shown in Figure 17～23, the plate setting framework of described plate arrangement of reinforcement mould bases comprises the space hexahedron framework by at least four plate girder framework combinations; Wherein the plate girder framework of length direction forms the plate inside casing, and the plate girder framework of width forms the plate housing.Template die plate 1.5 is connected with plate girder framework 1.1 bottoms by separator 1.6.The plate girder framework is the steel truss with the edge of a wing and web member that the C shaped steel of perforate on web directly forms.

When the length direction 〉=3000mm of plate arrangement of reinforcement mould bases 1 ,≤9000mm, during and width≤3300mm, in plate setting framework 1, also comprise the plate girder framework 1.1 that is parallel to the plate width; Plate girder framework 1.1 arrangement pitches 〉=600mm.

Being connected in the plane between plate arrangement of reinforcement mould bases 1 and the plate arrangement of reinforcement mould bases 1 is connected, and the external tapping of plate arrangement of reinforcement mould bases 1 side edge is following structure:

A, plate setting framework external tapping are directly formed by plate face frame or add the connection framework at plate face frame and form.

B, template die plate external tapping are formed by the fracture of template die plate at interface.

C, plate arrangement of reinforcement external tapping are formed by the connection arrangement of reinforcement of location or leap interface surface frame.

Plate arrangement of reinforcement mould bases 1 is connected with the vertical plane that is connected between the perpendicular arrangement of reinforcement mould bases, and the inner joint on plate arrangement of reinforcement mould bases 1 plane is following structure:

A, plate typing mould bases inner joint forms by add the interface frame 1.8 that plate girder framework 1.1 facing each other consists of in the plate setting framework.

B, template die plate inner joint are by forming at inner joint place fracture.

C, plate arrangement of reinforcement inner joint are formed by the connection arrangement of reinforcement that is positioned in the template die frame.

The plate arrangement of reinforcement of plate arrangement of reinforcement mould bases 1 lengthens arrangement of reinforcement interior formation reinforcing bar " overlap joint " connection that the connection arrangement of reinforcement that forms extend into another plate arrangement of reinforcement mould bases; Perhaps stretch into respectively with the connection arrangement of reinforcement of crossing over interface surface and form " bridging " connection in two interconnective plate arrangement of reinforcement mould bases.

Referring to shown in Figure 22, when the width 〉=3000mm of plate arrangement of reinforcement mould bases 1 or length direction 〉=6000mm, the plate setting framework is spliced to form with transition piece 1.7 by at least two precast plate setting frameworks.

Shown in Fig. 8,38, the plate setting framework also can be the space hexahedron framework of plural plate girder framework 1.1 and four template steel framework spare 1.2 combinations.

Referring to shown in Figure 8, plate girder framework 1.1 is steel truss with the edge of a wing and web member that the C shaped steel of perforate on web directly forms.

Referring to shown in Figure 38, plate girder framework 1.1 is to be fixed with the steel truss that at least two shaped steel web members form between two parallel section steel flanges.

Shown in Figure 12, Figure 13, Figure 24～26, the wall setting framework of described wall arrangement of reinforcement mould bases comprises by at least two wall truss frameworks 2.1 and four space hexahedron frameworks that wall shaped steel framework 2.2 mutually is connected and consists of at least; Its Shaped Steel framework forms the wall housing;

The width of described wall arrangement of reinforcement mould bases 2 is more than or equal to 600mm and less than or equal to 3300mm; When wall arrangement of reinforcement mould bases 2 width during greater than 1200mm, in the wall setting framework, also be equipped with vertical wall truss framework 2.1; When the height of wall arrangement of reinforcement mould bases during greater than 1200mm, on the wall setting framework, also be equipped with horizontal wall shaped steel framework 2.2.

The wall arrangement of reinforcement comprises at least one wall reinforcing cage, and the wall reinforcing cage is made of vertical main sinew 2.4 and lateral tie 2.3; When the width of wall arrangement of reinforcement mould bases 2 during less than or equal to 1500mm, the wall arrangement of reinforcement is made of a reinforcing cage; When the width of wall arrangement of reinforcement mould bases 2 greater than 1500mm, and during less than or equal to 3000mm, the wall arrangement of reinforcement comprises at least two reinforcing cages and horizontal distribution reinforcing bar 2.6; When two reinforcing cage gaps during greater than 150mm, between two reinforcing cages, also be provided with vertical distribution reinforcement 2.7.

Wall arrangement of reinforcement mould bases 2 is connected with vertical plane between the wall arrangement of reinforcement mould bases 2 to be docked with the inner joint on another wall arrangement of reinforcement mould bases 2 planes by the external tapping of a wall arrangement of reinforcement mould bases 2 sides wherein and forms.Be connected by the external tapping of wall arrangement of reinforcement mould bases 2 sides and the external tapping of beam arrangement of reinforcement mould bases 3 ends in the plane of wall arrangement of reinforcement mould bases 2 and beam arrangement of reinforcement mould bases 3 and be connected to form.Wall arrangement of reinforcement mould bases 2 is connected external tapping by wall arrangement of reinforcement mould bases 2 upper ends or lower end and docks with the inner joint of plate arrangement of reinforcement mould bases 1 and form with vertical plane between the plate arrangement of reinforcement mould bases 1.

The external tapping of wall arrangement of reinforcement mould bases 2 is following structure:

A, wall setting framework external tapping are directly formed by the face frame or add the connection framework at the face frame and form.

B, wall form external tapping are formed by the fracture of template at interface.

C, wall arrangement of reinforcement external tapping are formed by the connection arrangement of reinforcement of location or leap interface surface frame.

The inner joint of wall arrangement of reinforcement mould bases 2 is following structure:

A, wall typing mould bases inner joint forms by add the interface frame 2.8 that wall truss framework 2.1 facing each other consists of in setting framework.

B, wall form inner joint are by forming at inner joint place fracture.

C, wall arrangement of reinforcement inner joint are formed by the connection arrangement of reinforcement that is positioned in the mould bases.

The connection arrangement of reinforcement of described wall arrangement of reinforcement mould bases 2 comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement, and the vertical main sinew 2.4 that vertically connects the wall arrangement of reinforcement mould bases inside that arrangement of reinforcement is connected by vertical reinforcement joint 2.10 correspondences of outstanding wall mould bases forms the two " overlap joint " connection; Laterally the connection arrangement of reinforcement is formed by the lateral tie joint 2.11 of outstanding wall mould bases or the lateral tie 2.3 of the corresponding wall mould bases inside that is connected.The annular of reserving on two wall arrangement of reinforcement mould bases 2 connects arrangement of reinforcement " the ring anchor " that forms of mutually pegging graft and connects, and establishes vertical reinforcement 2.9 at the grafting spatial interpolation and interfix, referring to shown in Figure 27.

Referring to shown in Figure 12, wall truss framework 2.1 can be the steel truss with the edge of a wing and web member that the C shaped steel of perforate on web directly forms.

Referring to shown in Figure 39, wall truss framework 2.1 can be to be fixed with the steel truss that at least two shaped steel web members form between two parallel section steel flanges.

Referring to Figure 14, Figure 30, shown in Figure 31, the beam setting framework of described beam arrangement of reinforcement mould bases comprises two with upper beam truss framework 3.1 and four space hexahedron frameworks that beam shaped steel framework 3.2 mutually is connected and consists of; Laterally press arranged with intervals with upper beam truss framework 3.1 for two, the exterior angles, side that four beam shaped steel frameworks 3.2 laterally are fixed on beam truss framework 3.1 are in twos relatively located; Wherein, beam shaped steel framework 3.2 and beam truss framework 3.1 form respectively beam housing and beam inside casing.

Described beam arrangement of reinforcement is formed by the beam steel cage that is positioned beam setting framework inside; The beam steel cage is formed by connecting by vertical stirrup 3.3 and horizontal main muscle 3.4.

Described beam arrangement of reinforcement mould bases 3 is connected external tapping by beam arrangement of reinforcement mould bases 3 ends and docks with the inner joint of post arrangement of reinforcement mould bases 4 and form with the vertical plane of post arrangement of reinforcement mould bases 4.

Beam arrangement of reinforcement mould bases external tapping is following structure:

A, beam setting framework external tapping are directly formed by the face frame or add the connection framework at the face frame and form.

B, beam forms external tapping are formed by the fracture of template at interface.

C, beam arrangement of reinforcement external tapping are formed by the connection arrangement of reinforcement of location or leap interface surface frame.

The connection arrangement of reinforcement of described beam arrangement of reinforcement mould bases comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement; The vertical arrangement of reinforcement that connects comprises the connection stirrup 3.7 that is formed by vertical stirrup 3.3 outstanding beam form framves; The horizontal reinforcement joint 3.6 that the level connection joint arrangement of reinforcement is formed by horizontal main muscle 3.4 outstanding beam form framves or in the beam form frame, reserve and plug reinforcing bar and form.

The vertical arrangement of reinforcement that connects extends upwardly entering plate arrangement of reinforcement mould bases 1 inside, and is connected with plate arrangement of reinforcement formation bar splicing.The level connection joint arrangement of reinforcement stretches in wall arrangement of reinforcement mould bases 2 or the post arrangement of reinforcement mould bases 4, and forms overlap joint and be connected with reinforcing bar in the arrangement of reinforcement mould bases.

Shown in Figure 15,16, the post setting framework of described post arrangement of reinforcement mould bases comprises two with upper prop truss framework 4.1 and four space hexahedron frameworks that column type steel framework spare 4.2 mutually is connected and consists of; Described post truss framework 4.1 is included in and is fixed with the rectangle steel truss that two web members form between two parallel cross bars; Two four column type steel framework spares 4.2 vertically are fixed on interior angle or the place, exterior angles of post truss framework 4.1 in twos relatively with the upper prop truss framework 4.1 vertical arranged with intervals of pressing, and column type steel framework spare forms post inside casing or post housing.

Described post arrangement of reinforcement is formed by the post reinforcing cage that is positioned post setting framework inside; The post reinforcing cage is formed by connecting by lateral tie 4.3 and vertical main muscle 4.4.

Shown in Figure 10,11,40,41, described post arrangement of reinforcement mould bases 4 is connected external tapping by post arrangement of reinforcement mould bases 4 upper ends or lower end and docks with the inner joint of plate arrangement of reinforcement mould bases 1 and form with vertical plane between the plate arrangement of reinforcement mould bases 1.

Post arrangement of reinforcement mould bases 4 external tappings are following structure:

A, post setting framework external tapping are directly formed by the face frame or add the connection framework at the face frame and form.

B, column template external tapping are formed by the fracture of template at interface.

C, post arrangement of reinforcement external tapping are formed by the connection arrangement of reinforcement of location or leap interface surface frame.

The inner joint of post arrangement of reinforcement mould bases 4 is following structure:

A, post typing mould bases inner joint forms by add the interface frame 4.7 that post truss framework facing each other consists of in setting framework.

B, column template inner joint are by forming at inner joint place fracture.

C, post arrangement of reinforcement inner joint are formed by the connection arrangement of reinforcement that is positioned in the mould bases.

Post connects arrangement of reinforcement and comprises the post bar splice 4.6 that is reserved in post mould bases top.Post bar splice 4.6 extends upwardly in entering plate arrangement of reinforcement mould bases 1 and the superstructure, and is connected with plate arrangement of reinforcement and superstructure arrangement of reinforcement formation overlap joint.

Shown in Figure 27～31, the arrangement of reinforcement of described arrangement of reinforcement interface is connected with following several:

A, the connection arrangement of reinforcement that forms with the lengthening of the arrangement of reinforcement in the arrangement of reinforcement mould bases are deep into reinforcing bar " overlap joint " connection that forms in the arrangement of reinforcement of another arrangement of reinforcement mould bases.

B, stretch into respectively " bridgings " connection that forms in two interconnective arrangement of reinforcement mould bases with the connection arrangement of reinforcement of crossing over interface surface.

Mutually overlap joint welding or bolt connection between the connection arrangement of reinforcement of d, two arrangement of reinforcement mould bases.

Arrangement of reinforcement in e, the arrangement of reinforcement mould bases connects the bridging arrangement of reinforcement connection that the plug reinforcing bar forms.

F, on above-mentioned connection basis, add in addition and strengthen to connect arrangement of reinforcement and form and strengthen the bonding pad.

Referring to shown in Figure 27, the vertical plane that is connected between the wall arrangement of reinforcement mould bases connects, and wherein a wall arrangement of reinforcement mould bases is connected by the inner joint of external tapping with another wall arrangement of reinforcement mould bases; The lateral tie 2.3 of wall arrangement of reinforcement mould bases interface is pegged graft mutually, and establishes vertical reinforcement 2.9 at the grafting spatial interpolation and interfix.

Shown in Figure 32～37, described template comprises forever solid state diffusion filter of flap template 7, web plate forever solid state diffusion filter plate 6 or the surperficial steel form 18 that has the diafiltration hole; When the width of setting framework during greater than 300mm, be fixed on template on the setting framework and be forever solid state diffusion filter template 7 or web plate solid state diffusion filter plate 6 forever of flap; Referring to shown in Figure 13, when the width of setting framework during less than 300mm, the template that is fixed on the setting framework has the steel form in diafiltration hole for the surface, and the cross section of steel form comprises C shape or U-shaped.

(a) fix in and connect: the housing at setting framework has the reservation holding firmware, and template fixes on setting framework with holding firmware.

(b) outer being fixedly connected with: template U-shaped edge strip is fixed or is weldingly fixed on the setting framework with self-tapping screw.

(c) auxiliary outer the connection: the outside that is fixed on the template on the setting framework also is equipped with outer clamping piece, and clamping piece is clamping on setting framework beyond the template; Outer clamping piece is made of channel-section steel or angle steel and drawknot bolt.

Shown in Figure 32～34, flap forever solid state diffusion filter template 7 comprises folding shape plate body 7.1, is distributed with diafiltration hole 7.2 on the folding shape plate body, the intrinsic U-shaped edge strip 7.3 in up and down both sides or four checkposts of folding shape plate body.

Shown in Figure 35～37, web plate forever solid state diffusion filter plate 6 comprises web plate body 6.1, and vertical gap is distributed with stretching nets 6.2 and U-shaped rib 6.3 on the web plate body, and the mesh of stretching nets 6.2 consists of diafiltration hole 6.4; The intrinsic U-shaped edge strip 6.5 in the up and down both sides of web plate body 6.1 or four checkposts.

Referring to shown in Figure 2, the combo architectures that this arrangement of reinforcement mould bases is combined to form is interconnected to form by at least two arrangement of reinforcement mould bases.

Institute's combo architectures comprises a plate arrangement of reinforcement mould bases 1 and is positioned at least one perpendicular arrangement of reinforcement mould bases of plate arrangement of reinforcement mould bases 1 bottom; Perpendicular arrangement of reinforcement mould bases comprises at least a or two above combinations in wall arrangement of reinforcement mould bases 2, beam arrangement of reinforcement mould bases 3, the post arrangement of reinforcement mould bases 4; The cross section of combo architectures is T shape or inverted L-shaped; The combination of described arrangement of reinforcement mould bases can comprise:

A, plate arrangement of reinforcement mould bases 1 and at least one beam arrangement of reinforcement mould bases 3 formation plate-beam combo architectures that mutually is connected; Referring to shown in Figure 30.

At least one post arrangement of reinforcement mould bases 4 that also has been connected on B, the plate-beam combo architectures forms plate-beam-column combination framework; Referring to Figure 10, shown in Figure 11.

At least one wall arrangement of reinforcement mould bases 2 that also has been connected on C, the plate-beam combo architectures forms plate-beam-wall combo architectures; Referring to Fig. 8, shown in Figure 9.

D, plate arrangement of reinforcement mould bases 1 are connected with at least one wall arrangement of reinforcement mould bases 2, form plate-wall combo architectures; When at least two wall arrangement of reinforcement mould bases 2 vertically connect mutually, form the compound wall structure; Referring to Figure 12, shown in Figure 13.

The combination of described arrangement of reinforcement mould bases can also comprise the grade beam combo architectures; The grade beam combo architectures is combined to form by foundation slab arrangement of reinforcement mould bases and grade beam arrangement of reinforcement mould bases; Wherein: grade beam arrangement of reinforcement mould bases is assembled in the top of foundation slab arrangement of reinforcement mould bases, the inverted T-shaped grade beam combo architectures of formation.

The combination of described arrangement of reinforcement mould bases can also comprise worker's type beam or box beam combo architectures.

Described worker's type beam combo architectures comprises two parallel plate arrangement of reinforcement mould bases and vertically is fixed in worker's type beam combo architectures that a wall arrangement of reinforcement mould bases between two plate arrangement of reinforcement mould bases is combined to form.

Shown in Fig. 1～7, Figure 28～31, the cast-in-situ concrete structure that this combo architectures forms, described cast-in-situ concrete structure be by combo architectures and within it in the arrangement of reinforcement mould bases of section cast-in-place concrete form; The reinforcing bar of described combo architectures, setting framework are cemented in the concrete structure; Described template is cemented in the concrete structure external surface and forms forever admittedly surface layer.

Described cast-in-situ concrete structure can be shear wall structure body, frame structure or plate-girder construction body.

The layer structure of described shear wall structure body comprises the layer structure that is formed by plate-beam-wall packaging housing and Cast-in-place concrete; When the ratio of the thickness of described body of wall and width more than or equal to 8, and the wall opening width between the coaxial line body of wall is more than or equal to 2000mm, the span that is configured in two girder constructions between the body of wall forms shear wall-Vierendeel girder-plate steel bar concrete structure during greater than 5 times of its height; When the axis span between two bodies of wall during more than or equal to 6000mm, form shear wall with large space-Vierendeel girder-plate steel bar concrete structure.

The layer structure of described frame structure is to be formed by plate-beam-post packaging housing and Cast-in-place concrete.

Described plate-girder construction body is to be formed by plate-beam packaging housing and Cast-in-place concrete.

Shown in Fig. 1～31, the construction method of this cast-in-situ concrete structure comprises the steps:

Step 1, at factory or Assembling arrangement of reinforcement mould bases;

Step 4, cast-in-situ concrete in the die cavity of combo architectures;

Step 5, completing steps 1 to 4 form monolithic reinforced concrete structure.

Claims

1. arrangement of reinforcement mould bases is characterized in that: described arrangement of reinforcement mould bases is that corresponding intrinsic structural element switches the assembled component that forms; By arrangement of reinforcement assembly and mould bases member consist of, the arrangement of reinforcement assembly be positioned at form in the mould bases member, with the arrangement of reinforcement mould bases assembled component of die cavity;

2. arrangement of reinforcement mould bases according to claim 1, it is characterized in that: described intrinsic structural element is board member, wall member, beam or post member;

Correspondingly, described arrangement of reinforcement mould bases is plate arrangement of reinforcement mould bases (1), wall arrangement of reinforcement mould bases (2), beam arrangement of reinforcement mould bases (3) or post arrangement of reinforcement mould bases (4).

3. arrangement of reinforcement mould bases according to claim 2 is characterized in that: the setting framework of described arrangement of reinforcement mould bases by truss framework, shaped steel framework or the two be combined to form, with the space hexahedron framework of six face frames; Wherein: the truss framework comprises following two kinds of structures:

4. arrangement of reinforcement mould bases according to claim 3, it is characterized in that: the edge of a wing of described truss framework, web member and shaped steel framework form by the shaped steel module is supporting; The shaped steel module is porose shaped steel module on atresia or the face on the face;

5. arrangement of reinforcement mould bases according to claim 3, it is characterized in that: described setting framework is by being cross-linked to form inside and outside two aspect frames inside and outside the framework, described template is fixed on the external surface of housing; Arrangement of reinforcement is positioned on the inner surface of the external surface of inside casing or housing; Template, reinforcing bar form separates the location.

6. arrangement of reinforcement mould bases according to claim 5, it is characterized in that: described setting framework comprises following two kinds of structures:

7. arrangement of reinforcement mould bases according to claim 6, it is characterized in that: when described setting framework is structure a, the face frame of this setting framework comprises two housings that the shaped steel framework by the outside of being fixed in the truss framework forms, and two inside casings forming of the edge of a wing of truss framework; Perhaps the face frame of this setting framework comprises two inside casings that formed by the shaped steel framework that is fixed in truss framework inboard, and two housings of the edge of a wing of truss framework formation;

8. arrangement of reinforcement mould bases according to claim 5 is characterized in that: on the described arrangement of reinforcement mould bases with the external tapping that is connected usefulness with another arrangement of reinforcement mould bases and inner joint or only with external tapping;

Arrangement of reinforcement mould bases external tapping is following structure:

B, template inner joint are by forming at inner joint place fracture;

9. arrangement of reinforcement mould bases according to claim 5 is characterized in that: the plate setting framework of described plate arrangement of reinforcement mould bases (1) comprises the space hexahedron framework by at least four plate girder frameworks (1.1) combination; Wherein the plate girder framework of length direction forms the plate inside casing, and the plate girder framework of width forms the plate housing; Perhaps the plate setting framework comprises the space hexahedron framework by plural plate girder framework (1.1) and four template steel framework spares (1.2) combination;

When the length direction 〉=3000mm of plate arrangement of reinforcement mould bases (1) ,≤9000mm, during and width≤3300mm, in the plate setting framework, also comprise the plate girder framework (1.1) that is parallel to the plate width; Plate girder framework (1.1) arrangement pitches 〉=600mm;

When the width 〉=3000mm of plate arrangement of reinforcement mould bases (1) or length direction 〉=6000mm, the plate setting framework is spliced to form with transition piece (1.7) by at least two precast plate setting frameworks.

10. arrangement of reinforcement mould bases according to claim 5 is characterized in that: the wall setting framework of described wall arrangement of reinforcement mould bases comprises the space hexahedron framework that mutually is connected and is consisted of by at least two wall truss frameworks (2.1) and at least four wall shaped steel frameworks (2.2); Its Shaped Steel framework forms the wall housing;

The width of described wall arrangement of reinforcement mould bases (2) is more than or equal to 600mm and less than or equal to 3300mm; When wall arrangement of reinforcement mould bases (2) width during greater than 1200mm, in the wall setting framework, also be equipped with vertical wall truss framework (2.1); When the height of wall arrangement of reinforcement mould bases during greater than 1200mm, on the wall setting framework, also be equipped with horizontal wall shaped steel framework (2.2);

The wall arrangement of reinforcement comprises at least one wall reinforcing cage, and the wall reinforcing cage is made of vertical main sinew (2.4) and lateral tie (2.3); When the width of wall arrangement of reinforcement mould bases (2) during less than or equal to 1500mm, the wall arrangement of reinforcement is made of a reinforcing cage; When the width of wall arrangement of reinforcement mould bases (2) greater than 1500mm, and during less than or equal to 3000mm, the wall arrangement of reinforcement comprises at least two reinforcing cages and horizontal distribution reinforcing bar (2.6); When two reinforcing cage gaps during greater than 150mm, between two reinforcing cages, also be provided with vertical distribution reinforcement (2.7);

The connection arrangement of reinforcement of described wall arrangement of reinforcement mould bases (2) comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement, and the vertical main sinew (2.4) that vertically connects the wall arrangement of reinforcement mould bases inside that arrangement of reinforcement is connected by vertical reinforcement joint (2.10) correspondence of outstanding wall mould bases forms; Horizontal connection arrangement of reinforcement is formed by the lateral tie (2.3) of the wall mould bases inside that lateral tie joint (2.11) correspondence of giving prominence to the wall mould bases is connected.

11. arrangement of reinforcement mould bases according to claim 5 is characterized in that: the beam setting framework of described beam arrangement of reinforcement mould bases comprises two space hexahedron frameworks that mutually are connected and consist of with upper beam truss framework (3.1) and four beam shaped steel frameworks (3.2); Laterally press arranged with interval with upper beam truss framework (3.1) for two, four beam shaped steel frameworks (3.2) laterally are fixed on the place, exterior angle, side of beam truss framework (3.1) in twos relatively; Wherein, beam shaped steel framework (3.2) and beam truss framework (3.1) form respectively beam housing and beam inside casing;

Described beam arrangement of reinforcement is formed by the beam steel cage that is positioned beam setting framework inside; The beam steel cage is formed by connecting by vertical stirrup (3.3) and horizontal main muscle (3.4).

The connection arrangement of reinforcement of described beam arrangement of reinforcement mould bases comprises vertical connection arrangement of reinforcement and level connection joint arrangement of reinforcement; The vertical arrangement of reinforcement that connects comprises the connection stirrup (3.7) that is formed by the outstanding beam form frame of vertical stirrup (3.3); The horizontal reinforcement joint (3.6) that the level connection joint arrangement of reinforcement is formed by the outstanding beam form frame of horizontal main muscle (3.4) or in the beam form frame, reserve and plug reinforcing bar and form.

12. arrangement of reinforcement mould bases according to claim 5 is characterized in that: the post setting framework of described post arrangement of reinforcement mould bases comprises two space hexahedron frameworks that mutually are connected and consist of with upper prop truss framework (4.1) and four column type steel framework spares (4.2); Described post truss framework (4.1) is included in and is fixed with the rectangle steel truss that two web members form between two parallel cross bars; Vertically press arranged with interval with upper prop truss framework (4.1) for two, four column type steel framework spares (4.2) vertically are fixed on interior angle or the place, exterior angle of post truss framework (4.1) in twos relatively, and column type steel framework spare forms post inside casing or post housing;

Described post arrangement of reinforcement is formed by the post reinforcing cage that is positioned post setting framework inside; The post reinforcing cage is formed by connecting by lateral tie (4.3) and vertical main muscle (4.4); Post connects arrangement of reinforcement and comprises the post bar splice (4.6) that is reserved in post mould bases top.

13. arrangement of reinforcement mould bases according to claim 5 is characterized in that: described template comprises forever solid state diffusion filter of flap template (7), web plate forever solid state diffusion filter plate (6) or the surperficial steel form (18) that has the diafiltration hole; Wherein:

Flap forever solid state diffusion filter template (7) comprises folding shape plate body (7.1), is distributed with diafiltration hole (7.2) on the folding shape plate body, up and down both sides or the intrinsic U-shaped edge strips in four checkposts (7.3) of folding shape plate body.

Web plate forever solid state diffusion filter plate (6) comprises web plate body (6.1), and vertical gap is distributed with stretching nets (6.2) and U-shaped rib (6.3) on the web plate body, and the mesh of stretching nets (6.2) consists of diafiltration hole (6.4); The intrinsic U-shaped edge strips in the up and down both sides of web plate body (6.1) or four checkposts (6.5).

The cross section of steel form comprises C shape or U-shaped;

When the width of setting framework during greater than 300mm, be fixed on template on the setting framework and be forever solid state diffusion filter template (7) or web plate solid state diffusion filter plate (6) forever of flap; When the width of setting framework during less than 300mm, be fixed on template on the setting framework has the diafiltration hole for the surface steel form.

14. arrangement of reinforcement mould bases according to claim 13 is characterized in that: the interior fixing that is connected with between described template and the setting framework is connected, is fixedly connected with outward and is connected and connects three kinds outward; Wherein:

15. a combo architectures that is combined to form such as the described arrangement of reinforcement mould bases of claim 1 to 14 is characterized in that: described combo architectures is formed by at least two mutual assembly and connections of arrangement of reinforcement mould bases.

16. combo architectures according to claim 15, it is characterized in that: the assembly and connection between the described arrangement of reinforcement mould bases comprises connecting in the plane and is connected with vertical plane, wherein: connect in the plane and be connected to form by arrangement of reinforcement mould bases external tapping, vertical plane connects external tapping by an arrangement of reinforcement mould bases and docks with the inner joint of another arrangement of reinforcement mould bases and form.

17. combo architectures according to claim 16 is characterized in that: the arrangement of reinforcement of described arrangement of reinforcement interface is connected with following several:

18. combo architectures according to claim 16 is characterized in that: two of described arrangement of reinforcement interface connect mutually overlap joint welding or bolt connection between the arrangement of reinforcement.

19. combo architectures according to claim 16 is characterized in that: described arrangement of reinforcement interface is also added in addition and is strengthened connecting arrangement of reinforcement formation reinforcement bonding pad.

20. combo architectures according to claim 15 is characterized in that: institute's combo architectures comprises a plate arrangement of reinforcement mould bases (1) and is positioned at least one perpendicular arrangement of reinforcement mould bases of plate arrangement of reinforcement mould bases (1) bottom; Perpendicular arrangement of reinforcement mould bases comprises at least a or two above combinations in wall arrangement of reinforcement mould bases (2), beam arrangement of reinforcement mould bases (3), the post arrangement of reinforcement mould bases (4); The cross section of combo architectures is T shape or inverted L-shaped; The combination of described arrangement of reinforcement mould bases comprises:

A, plate arrangement of reinforcement mould bases (1) and at least one beam arrangement of reinforcement mould bases (3) formation plate-beam combo architectures that mutually is connected;

At least one post arrangement of reinforcement mould bases (4) that also has been connected on B, the plate-beam combo architectures forms plate-beam-column combination framework;

At least one wall arrangement of reinforcement mould bases (2) that also has been connected on C, the plate-beam combo architectures forms plate-beam-wall combo architectures;

D, plate arrangement of reinforcement mould bases (1) are connected with at least one wall arrangement of reinforcement mould bases (2), form plate-wall combo architectures; When at least two wall arrangement of reinforcement mould bases (2) vertically connect mutually, form the compound wall structure.

21. combo architectures according to claim 15 is characterized in that: the combination of described arrangement of reinforcement mould bases also comprises the grade beam combo architectures; The grade beam combo architectures is combined to form by foundation slab arrangement of reinforcement mould bases and grade beam arrangement of reinforcement mould bases; Wherein: grade beam arrangement of reinforcement mould bases is assembled in the top of foundation slab arrangement of reinforcement mould bases, the inverted T-shaped grade beam combo architectures of formation.

22. combo architectures according to claim 15 is characterized in that: the combination of described arrangement of reinforcement mould bases also comprises worker's type beam or box beam combo architectures;

23. combo architectures according to claim 15 is characterized in that: the combination of described arrangement of reinforcement mould bases also comprises the retaining wall combo architectures; Described retaining wall combo architectures comprises that a plate arrangement of reinforcement mould bases is combined to form with the vertical compound wall structure that is fixed in plate arrangement of reinforcement mould bases top.

24. the cast-in-situ concrete structure that combo architectures as claimed in claim 15 forms is characterized in that: described cast-in-situ concrete structure be by combo architectures and within it in the arrangement of reinforcement mould bases of section cast-in-place concrete form; The reinforcing bar of described combo architectures, setting framework are cemented in the concrete structure; Described template is cemented in the concrete structure external surface and forms forever admittedly surface layer.

25. the construction method of cast-in-situ concrete structure as claimed in claim 24 is characterized in that: comprise the steps:

Step 1, at factory or Assembling arrangement of reinforcement mould bases;

Step 4, cast-in-situ concrete in the die cavity of combo architectures;

Step 5, completing steps 1 to 4 form monolithic reinforced concrete structure.