CN1210471C - Cast-in-situ reinforced concrete combined wall - Google Patents

Abstract

The present invention relates to a cast-in-situ reinforced concrete assembled wall which is characterized in that the present invention comprises at least two shear wall modules (1) which are alternately or contiguously arranged. A steel bar concrete wall beam (2) and a steel bar concrete wall limb (3) are arranged between the shear wall modules. Each shear wall module (1) comprises two side erected wall plates (4), a transversal wall beam inner template (5) and a vertical wall limb inner template (6). The transversal wall beam inner template (5) and the vertical wall limb inner template (6) are respectively compounded with the steel bar concrete wall beam (2) and the steel bar concrete wall limb (3) to form a compound steel bar concrete wall beam (2) and a compound steel bar concrete wall limb (3). At least one rod (7) which is obliquely crossed with the transversal wall beam inner template (5) or the vertical wall limb inner template (6) or both the transversal wall beam inner template (5) and the vertical wall limb inner template (6) is arranged in a hollow chamber of at least one shear wall module (1). An integral dark girder supporting structure is jointly formed by conjoining the rod (7), the compound steel bar concrete wall beam (2) and the wall limb (3). An integral compound wall is formed by two side erected wall plates (4), and the present invention is especially suitable for shearing walls.

Description

A kind of cast-in-situ reinforced concrete compound wall

(1) technical field

The present invention relates to a kind of cast-in-situ reinforced concrete compound wall.

(2) background technology

The cast-in-situ reinforced concrete wall is the necessary component part of multi-rise building system, multilayer and little high-story house in some earthquake areas also generally adopt the reinforced concrete shear wall structure, and reinforced concrete shear wall is that the ratio of performance to price is the best in the various shear walls, it is good that it has an overall performance, the bearing capacity height, advantages such as anti-seismic performance is good, but this body of wall is from great, rigidity is excessive, short from the shake cycle, particularly under the effect of big seismic forces, it destroys shear failure or antiarch destruction that form is fragility, therefore, and in order to resist bigger seismic shear, palpus enlarging section size and increase quantity of reinforcement, thereby the cost of shear wall is higher.The patent No. is that ZL01212935.6, name are called the utility model patent of " the split type hollow shear wall slab of steel bar concrete ", and it is made up of a plurality of arrangements of reinforcement unit, separates with template between each arrangement of reinforcement unit, forms vertically seam; Put into cylindrical internal mold in the middle of the shear wall slab, form vertical hole in wallboard, the more solid shear wall of the rigidity of this shear wall is little, and the shake cycle is long certainly, earthquake response is little, save material, bearing capacity height, sound insulation, insulation, good heat-insulation effect, from heavy and light, not only be fit to multilayer, the use of medium and small high residential building, the structural system that many, high-story house uses such as also suitable frame-shear wall and bottom large space are a kind of good seismic performance, cost is moderate.But the arrangement of reinforcement unit of the shear wall of this structure is vertical, horizontal two directions are not combined into the quadrangle or the triangular structure of sealing, after need pouring into integral body with collar tie beam and constructional column, could form whole, the dispersion of stressed back shearing is undesirable, and pore-forming complexity, the construction trouble, template consumption is big, mould easily expands, the cost height, therefore, its application is subjected to many restrictions, and number of patent application is 99122004.8, name is called " the dark truss shear wall of the sandwich mould of reinforced concrete structure " application for a patent for invention, and it is the molding structure inside in the mould of routine or template, arrange anyhow to, oblique, the reinforcing bar of diagonal and corresponding stirrup, sandwich mould is installed on steel bar framework again, is carried out concrete then and build moulding and finish, it is characterized in that have oblique, the light sandwich mould is installed on the steel bar framework of the cloth of the direction anyhow muscle of the reinforcing bar of diagonal and corresponding stirrup, behind concreting, form the whole tabular body of wall that a kind of inside that two tabular metope structures are arranged has dark trussed construction.Its sandwich mould is used light material, and through processing and forming, the configuration flexibility or rigidity is installed attachment, and the surface adds waterproof layer makes, as making by mould with expanded perlite and cement.The construction of this kind shear wall, except reinforcing bar and the installation bundle strictly that will settle oblique or diagonal is the sandwich mould, other form of construction work, basic identical with the form of construction work of the reinforced concrete shear wall of using always.This shear wall owing to adopt the built-in light sandwich mould that secretly buries, has alleviated weight, can reduce the material usage of building integral, and the whole tabular body of wall of the dark trussed construction of band of formation can improve the antidetonation and the wind resistance loading capability of building.It is complicated that but this kind shear wall is constructed comparatively speaking, the layout of the reinforcing bar of especially oblique or diagonal, and to need strictly bundle to be installed be sandwich mould, but still be difficult to guarantee each partly accurate location of size, and template consumption is big, and the mould that expands is serious, weight is still too big, two sides shingle nail concrete is difficult for watering full, easily produces hollowing and cavitation, and post, beam can not form high-strength combined column beam, simultaneously, the light sandwich mould of walls, its intensity is low, carrying construction cracky.Therefore, develop a kind of novel cast-in-situ reinforced concrete compound wall for being badly in need of.

(3) summary of the invention

The object of the present invention is to provide a kind of cast-in-situ reinforced concrete compound wall, but have that construction is simple, cost is low, speed of application is fast, from heavy and light, shock resistance is good, intensity is big with rigidity, globality is with the production of good stability modularization and assemble and construct, need not or can form characteristics such as the good cuff combined column of shearing resistance compressive property, beam support with template, wall beam and wall limb for a short time.

Solution of the present invention is the shear wall module that includes at least more than one, alternate or the arrangement of joining of shear wall module, be steel bar concrete wall beam and reinforced concrete wall limb each other, shear wall module comprises two blocks of edge-on wallboards, horizontal wall beam inner formword, vertical wall limb inner formword, horizontal wall beam inner formword, vertical wall limb inner formword respectively with the steel bar concrete wall beam, the reinforced concrete wall limb is compound and form compound steel bar concrete wall beam, compound reinforced concrete wall limb, and in the cavity of at least one shear wall module, be provided with at least one rod member and laterally wall beam inner formword or vertical wall limb inner formword or both obliques, rod member and compound steel bar concrete wall beam, the common integrant dark lattice supporting framework of wall limb handing-over, and with two integrant compound walls of edge-on wallboard.Like this, with the brace in the shear wall, set in advance in module, need not to carry out at the construction field (site) the accurate location of the layout and the size of oblique reinforcing bar, simplified work progress, but two edge-on wallboard one-shot formings of module are good simultaneously, thereby, also can save a large amount of templates during construction, little usefulness or without template, reduce construction cost, and module can be produced in batches, thereby the whole cost of shear wall is low, and speed of application is fast, mould does not expand, just plasticity can design, and with the cast in place reinforced bar concrete frame better concertedness is arranged, from heavy and light, excellent earthquake resistance can realize modularization production and assembling construction.Simultaneously, this kind compound wall is owing to formed the quadrilateral structure that is made of compound steel bar concrete wall beam and wall limb around module, whole compound wall has formed the intersecting parallels force structure that is made of a plurality of quadrangles, and rod member is arranged in the module as diagonal brace, thereby constituted the dark lattice supporting framework of whole geometrical shape stability, and there is edge-on wallboard to strengthen respectively in both sides, constitute the builtup film effect, thereby its stressed, transmission force property further improve compared to existing technology, intensity and rigidity are better, and globality and stability are better.But have that construction is simple, cost is low, speed of application is fast,, intensity good and rigidity from heavy and light, shock resistance greatly, globality and the production of good stability modularization and construction, need not or can form characteristics such as the good cuff combined column of shearing resistance compressive property, beam support for a short time with template, wall beam and wall limb.

Feature of the present invention also is the diagonal arranged crosswise of the interior rod member of module along module or wall limb or wall beam.Like this, the rod member in the compound wall has formed " X " word and has supported, " X " be supported for prefabricated or the part parts prefabricated, it is stressed, transmission force property is better, intensity and rigidity height, excellent in stability.

Feature of the present invention is that also the rod member in the module is furnished with two layers or more along module diagonal juxtaposition, perhaps also have quarter butt to be connected or interconnection in the same way between layer and the layer, the dark trussed construction of the interior solid of composition module each other between rod member and the quarter butt.Like this, module in the compound wall stressed, transmission force property is better, intensity and rigidity are higher, globality, stability are higher, and different compound modes can produce different effects and effect in assembled wall, rigidity can be designed, to satisfy the different instructions for uses of building and the needs of function and antidetonation level.

Feature of the present invention is that also rod member is solid hopkinson bar or hollow stem, perhaps reveals anchor rib in addition, reveals net, reveals mesh or reveals a band convex-concave sour jujube iron plate, reveals the dovetail iron plate, reveals at least a in the rod end, and form whole with the Cast-in-place concrete bonding; Perhaps rod member is the open hollow bar, and Cast-in-place concrete enters in the hollow stem, forms concrete or steel bar concrete or prestress concrete coupled pole.Like this, when having on the rod member when revealing anchor rib etc., the bonding jail between rod member and the Cast-in-place concrete, the boundary strength height, bond stress is strong, dial-out power height, crack resistance is good, and globality is higher.Particularly when rod member was the open hollow bar, Cast-in-place concrete entered and forms compound Cast-in-place concrete or steel bar concrete or prestress concrete coupled pole in the hollow stem, forms integral body with Cast-in-place concrete, and its overall performance is better.Can be designed to intensity, stability, tension, resistance to compression, anti-folding, shearing resistance for different solid hopkinson bars or different hollow stem or Hollow Compound bar all has different supporting rods, with the requirement of the concrete wall that satisfies various functions.

Feature of the present invention is that also at least one direction of edge-on wallboard also is extended with the sidewall panel that serves as wall limb side template or wall beam side template, be zigzag, waveform, hypotenuse shape, step or its combination around sidewall panel or the edge-on wallboard, reveal anchor rib at least one in sidewall panel or the edge-on wallboard in addition, reveal net, reveal mesh or reveal at least a in a band convex-concave sour jujube iron plate, the dew dovetail iron plate.Like this,, then during in shear wall, can be used as the template of Cast-in-place concrete wall beam, wall limb, save construction formwork, reduce construction cost in module application if edge-on wallboard is extended with sidewall panel; Simultaneously, because sidewall panel or edge-on wallboard is zigzag etc. on every side, then the bonding between module and Cast-in-place concrete wall beam, the wall limb is better; If reveal anchor rib in addition, reveal net etc., then the bonding between itself and the concrete is more firm, the boundary strength height, and bond stress is strong, and crack resistance is better.

Feature of the present invention is that also rod member does not join with edge-on wallboard, line is connected, face connects or point connects.Like this, the module used of compound wall can be according to construction and the needs flexible design of producing.Simultaneously, also edge-on wallboard can be designed to flexibility or brittle fracture or destroy jointly, to satisfy the differently requirement of brisance with rod member.

Feature of the present invention also is to have at least one of horizontal wall beam inner formword, vertical wall limb inner formword or two blocks of edge-on wallboards or be mesh or a band convex-concave sour jujube iron plate or profiled sheet, laterally reveal anchor rib in addition at least one of wall beam inner formword, vertical wall limb inner formword or two blocks of edge-on wallboards, reveal net, reveal the dovetail iron plate, reveal at least one in the hoop limit, and also be compounded with the cast-in-situ reinforced concrete surface layer simultaneously on two blocks of edge-on wallboards.Like this, the bonding between module and the Cast-in-place concrete is more firm, and the crack resistance of body of wall is better, and globality is stronger, and is stressed, transmission force property is better.

Feature of the present invention also is in horizontal wall beam inner formword or vertical wall limb inner formword or two blocks of edge-on wallboards or the three reinforce is arranged, reinforce is fiber, fibrous mesh cloth, cloth, nonwoven, reinforcing bar, steel mesh reinforcement, gauze wire cloth, prestressed reinforcement, steel strand, porose iron plate, steel plate or its combination, perhaps reveals anchor rib on it in addition, reveals net, reveals mesh or reveals a band convex-concave sour jujube iron plate, reveals dovetail iron plate or its combination.Like this, intensity, the rigidity of the module in the compound wall is bigger, stressed, transmission force property is better, if reveal anchor rib etc. in addition, then and the bonding between the Cast-in-place concrete better, the crack resistance of body of wall is better, intensity is higher, common stress performance is better.

Feature of the present invention also is laterally wall beam inner formword or vertical wall limb inner formword or two blocks of edge-on wallboards or both or three reinforcing rib is arranged, and perhaps in the reinforcing rib reinforce is arranged, and perhaps reveals anchor rib in addition or reveals net.Like this, the intensity of module, rigidity, stability are better, can save material to a certain extent, reduce cost, and the stability of compound wall, shock resistance are better.

Feature of the present invention also is to be provided with between two blocks of edge-on wallboards stiffening rib or many quarter butts, and the two ends of quarter butt are connected with two blocks of edge-on wallboards respectively or an end is connected the other end and is connected with edge-on wallboard with rod member.Like this, intensity and rigidity, the stability of the module in the compound wall further improve, and is stressed, transmission force property is better.

Feature of the present invention is that also rod member and quarter butt are reinforcing bar mortar bar, the steel bar concrete bar, steel pipe, sheetmetal concrete bar, the prestressing force bar, the ring bar, fiberglass rod, the GRC bar, the carbon fiber bar, reinforcing bar, prestressed reinforcement, prestress wire, plastic bar, the vertical masonry joint metal tube, spirally-seamed metal tubing, the steel wire webmaster, the glass fiber stringing, glass reinforced plastic pipe, the tube wall perforated pipe, composite metal-plastic pipe, hollow concrete mortar pipe, reinforcing bar lightweight concrete enhancement mode pipe, steel pipe concrete pipe or their combination, perhaps also scribble the anticorrosion top layer on rod member and the quarter butt, its cross sectional shape is circular, complex layered circle, annular, square, complex layered square, the prolate type, tabular bar, hollow, ring is hollow, L shaped, flute profile, I-shaped, the honeycomb hollow, porous shape, variable cross-section shape, perhaps its cross sectional shape is also along the axis reducing of rod member.Like this, the form of rod member can be selected or makes up according to the specific requirement of variation, rigidity and the plasticity of the requirement of design, construction and building structure in the module, makes things convenient for design and construction, makes things convenient for production, the construction of module simultaneously, helps reducing cost.And the rod member of above-mentioned difformity, structure, material, can produce different effect and effect, more suit the actual needs of different concrete engineerings, not only can reduce the construction cost of compound wall, also can improve its mechanical property, satisfy differently brisance, different structure requirement, make rod member can satisfy safety, infinitely do not weaken or reduce, unlikely again generation waste, blindly strengthen, strengthen, realize economy and reliability are organically combined, reach optimum efficiency.

Feature of the present invention also be rod member, quarter butt, laterally wall beam inner formword or vertical wall limb inner formword or two blocks of edge-on wallboards each other be connected to gluing, welding, wire connection, snapping, clamping, riveted joint, hinged, perforation anchor connection, global formation or above-mentioned combination.Like this, the construction of compound wall is more convenient, and its module both can connect in advance in factory to be made, and also can arrive the job site and connect into integral body again, convenient carrying.

Feature of the present invention also is to be useful on the module adjacent block butt joint or the fixing connection keeper of usefulness, and the connection keeper is pin, groove, iron wire, bayonet socket built-in fitting, tenon, male and female groove.Like this, when compound wall is constructed, can make module locate as early as possible and connect, convenient construction is accelerated construction progress, reduces construction cost.

Feature of the present invention is that also rod member is two blocks of edge-on wallboards or the reinforcing rib on it.Edge-on in fact wallboard and the reinforcing rib on it are the variant of rod member, also are effectively reducing cost and making things convenient for the form of production and construction of an ergasia utilization, and this distortion remains a kind of support and reinforcement to wall limb (post) or wall beam.Like this, the weight of the module in the compound wall is further alleviated, reduce cost, produce simple.General this module is applicable to the occasion that shear stress is little in the body of wall, seismic forces is less, or as supplementary module.

Feature of the present invention also is to have at least one face of less template in the horizontal wall beam inner formword of module or the vertical wall limb at least more than one boss, and boss is solid boss or hollow boss, or for being filled with the imitative hollow boss of light material.Like this, can make cast-in-situ reinforced concrete wall beam, wall limb between the compound wall inner module form truss-like stressed member structure, further weight reduction, the cost of reduction compound wall.

Feature of the present invention also is to have the quarter butt more than at least 1 at least one boss.The intensity and the rigidity of the cast-in-situ reinforced concrete wall beam that forms between the compound wall inner module like this,, the truss member structure of wall limb are further strengthened.

Feature of the present invention is that also module has the angular position that chamfering is arranged.As the inner formword junction, edge-on wallboard angular position etc., like this, can reduce in the compound wall between the Cast-in-place concrete or and prefabricated rod member between the stress at contact position concentrate, improve stressed, the transmission force property of compound wall, strengthen node strength, rigidity and anti-impact, cut performance.

Feature of the present invention also is in compound cast-in-situ reinforced concrete beam or compound cast-in-situ reinforced concrete wall limb or rod member or both or three bonded prestress reinforcing bar or steel strand, no-cohesive prestressed reinforcement or prestress wire are arranged.Like this, body of wall stressed, transmission force property is better, crack resistance, shock resistance are stronger, are applicable to the occasion that shear stress is bigger.

Feature of the present invention also is in compound cast-in-situ reinforced concrete beam or compound cast-in-situ reinforced concrete wall limb or rod member or both or three reinforcing bar is arranged, and reinforcing bar is cold-rolled forming section, channel-section steel or i shaped steel, cold-rolled forming section be C type, L type,

Type, U type,

Type, Type.Like this, body of wall stressed, transmission force property is better, crack resistance, shock resistance are stronger, globality is better, ductility is more excellent, is applicable to the occasion that shear stress is bigger.

Feature of the present invention is that also module is provided with drag hook, suspender member, embedded iron parts, pre-buried conduit, junction box, water pipe, reserving hole or their combination.Like this, can make things convenient for the construction of module, the especially construction of subsequent handling helps the body of wall pipeline and secretly buries.

Feature of the present invention also is to allow in the cavity of module rod member is not set.Promptly serve as rod member by edge-on wallboard fully and use, like this, the making of module is simpler, and cost is lower, can satisfy the needs of various different situations.

Feature of the present invention is that also concrete wall is interconnected in the wall limb, and superstructure and body of wall are connected in wall beam, and metope can open the door or the hole, and wall limb, the wall beam at place, hole are strengthened.Like this, can on body of wall, offer door and window hole according to the actual needs, and carry out suitable reinforcement and handle.

The profile that feature of the present invention also is shear wall module is special-shaped for square, rectangle, trapezoidal, hexagon, octagon, circle, ellipse or other.Like this, make things convenient for the design and construction of body of wall, to satisfy the requirement of various functions and use, further reduce the cost of assembled wall, it is concentrated to eliminate stress, and forms the truss or the distortion truss compound wall of various not same-actions, effect, function.

Feature of the present invention is that also vertical wall limb inner formword and horizontal wall beam inner formword adopt Cement fibre material, asbestos cement sheet, cement wire mesh mortar, gauze wire cloth concrete, a mesh band convex-concave sour jujube iron plate, steel plate, profiled sheet, glass fiber reinforced plastic or Polypropylence Sheet or plate or laminated composites or its combination or compound making.Like this, can adopt different inner formwords,, make things convenient for the design and the production of body of wall inner module to reduce cost by the different requirements of building.

Feature of the present invention is that also edge-on wallboard adopts steel bar concrete, prestressed reinforced concrete, ferro-cement, sandwich steel plate concrete, fibre mortar, fiber concrete, expanded metal lath concrete or sheet asbestos or combinations thereof to make.Except above-mentioned points, the material that can adopt other shape, structure, performance to be not quite similar also is to satisfy the needs of different building types and structure or cosmetic side wall plate.

Feature of the present invention also is to be filled with part or all of light material in the cavity of module.Like this, the insulation of body of wall, heat insulation, sound insulation value is better.

Feature of the present invention also is in the wall limb along the thin-wall hollow pipe that vertically is provided with thin-wall hollow pipe or band stiffening rib.Like this, the weight of body of wall further alleviates, and cost reduces.

Feature of the present invention also be with the upper and lower superstructure of compound wall by steel bar concrete wall beam vertical connection be solid superstructure or hollow building cover, hollow building cover is the on an empty stomach dark close rib building roof of light-wall pipe hollow building cover, two-way stiffening rib light-wall pipe hollow building cover, two-way ribbed slab floor, lightweight, (hollow) dark close rib building roof or beam-and-slab floor on an empty stomach.Like this, compound wall is applicable to various floor systems and is used in combination, makes things convenient for the selection of design and construction unit.

(4) description of drawings

Fig. 1 is the structural representation of embodiments of the invention 1, and 1 is shear wall module, and 2 is the steel bar concrete wall beam, and 3 is the reinforced concrete wall limb, 4 is edge-on wallboard, and 5 is horizontal wall beam inner formword, and 6 is vertical wall limb inner formword, and 7 is rod member, below in each accompanying drawing, number identically, its explanation is identical.Shown in Figure 1, include a plurality of shear wall modules 1, module 1 alternately, be steel bar concrete wall beam 2 and reinforced concrete wall limb 3 each other, all being provided with 1 rod member 7 in each module connects with horizontal wall beam inner formword 5 and vertical wall limb inner formword 6 obliques, with steel bar concrete wall beam 2 and reinforced concrete wall limb 3 common integrant stable dark lattice supporting frameworks, and with the edge-on wallboard 4 integrant compound walls of both sides.Wherein, the rod member 7 of four adjacent modules 1 constitutes the dark lattice supporting framework of " rice " font with steel bar concrete wall beam 2, reinforced concrete wall limb 3.

Fig. 2 is the structural representation of embodiments of the invention 2, and the rod member 7 in its module 1 forms a plurality of " X " word and supports along the diagonal arranged crosswise in body of wall.

Fig. 3 is the structural representation of embodiments of the invention 3, its rod member 7 is furnished with two layers along the diagonal juxtaposition in the cavity of module 1, and between layer and the layer quarter butt 8 interconnections are arranged, constituted the three-dimensional dark trussed construction in module 1 cavity, with steel bar concrete wall beam 2, the stressed support structure system of reinforced concrete wall limb 3 common formations.

Fig. 4 is the structural representation of embodiments of the invention 4, and its rod member 7 is the open hollow bar, and Cast-in-place concrete enters in the hollow stem, has formed the steel bar concrete coupled pole, and the anchor rib 9 of revealing is arranged.

Fig. 5 is the structural representation of embodiments of the invention 5, and its rod member 7 is solid hopkinson bar or hollow stem, and the rod end 13 of revealing is arranged, and the anchor rib 9 of revealing is arranged respectively on it, reveal net 10, reveals mesh and reveal a band convex-concave sour jujube iron plate 11, reveals dovetail iron plate 12.

Fig. 6 is the structural representation of embodiments of the invention 6, is extended with sidewall panel 14 around the edge-on wallboard 4 of module 1, be waveform or zigzag around the diagram sidewall panel 14, and anchor rib of revealing 9 and dew net 10 are arranged on sidewall panel 14.

Fig. 7 is the structural representation of embodiments of the invention 7, and its rod member 7 is vertical masonry joint metal tube and spirally-seamed metal tubing, they with edge-on wallboard 4 between be connected for line.

Fig. 8 is the structural representation of embodiments of the invention 8, on the horizontal wall beam inner formword 5 of its module 1, vertical wall limb inner formword 6, the edge-on wallboard 4 mesh iron plate 11 or profiled sheet 15 are arranged all, and also be compounded with cast-in-situ reinforced concrete surface layer 17 simultaneously on two blocks of edge-on wallboards 4.

Fig. 9 is the structural representation of embodiments of the invention 9, and the edge-on wallboard 4 of its module 1, horizontal wall beam inner formword 5, vertical wall limb inner formword 6 are profiled sheet 15, and also are compounded with cast-in-situ reinforced concrete surface layer 17 simultaneously on the edge-on wallboard 4.

Figure 10 is the structural representation of embodiments of the invention 10, in its edge-on wallboard 4 steel mesh reinforcement reinforce 18 is arranged, in the vertical wall limb inner formword 6 gauze wire cloth reinforce 18 is arranged, and dew anchor rib 9 is arranged respectively on the sidewall panel 14, reveal net 10, reveal mesh and reveal a band convex-concave sour jujube iron plate 11, dew dovetail iron plate 12.

Figure 11 is the structural representation of embodiments of the invention 11, on its edge-on wallboard 4 and the vertical wall limb inner formword 6 reinforcing rib 19 is arranged, and reinforcing rib 19 is high and low, thick, thin inconsistent.

Figure 12 is the structural representation of embodiments of the invention 12, is provided with stiffening rib 20 and Duo Gen quarter butt 8 between its both sides wall plate 4.

Figure 13 is the structural representation of embodiments of the invention 13, is provided with stiffening rib 20 and Duo Gen quarter butt 8 between its both sides wall plate 4.

Figure 14 is the structural representation of embodiments of the invention 14, and its rod member 7 is the steel pipe concrete coupled pole, and quarter butt 8 is steel pipe or reinforcing bar or steel pipe concrete coupled pole.

Figure 15 is the structural representation of embodiments of the invention 15, and being connected between its edge-on wallboard 4, horizontal wall beam inner formword 5, the vertical wall limb inner formword 6 is welded to connect.

Figure 16 is the structural representation of embodiments of the invention 16, is useful on the fixedly tenon head type connection keeper 22 of usefulness of adjacent block butt joint on its module 1.

Figure 17 is the structural representation of embodiments of the invention 17, and its rod member 7 is the reinforcing rib 19 on the edge-on wallboard 4.

Figure 18 is the structural representation of embodiments of the invention 18, on its vertical wall limb inner formword 6, the horizontal wall beam inner formword 5 boss 23 is arranged, and is filled with light material 24 in the boss 23 that has, and has formed imitative hollow boss.

Figure 19 is the structural representation of embodiments of the invention 19, is provided with quarter butt 8 in boss 23.

Figure 20 is the structural representation of embodiments of the invention 20, is provided with chamfering 25 at module 1 four jiaos, and it is concentrated effectively to eliminate stress, and node is strengthened.

Figure 21 is the structural representation of embodiments of the invention 21, is provided with chamfering 25 at module 1 four jiaos, and it is concentrated effectively to eliminate stress, and node is strengthened, at four jiaos of plug holes that leave Cast-in-place concrete of sidewall panel 14.

Figure 22 is the structural representation of embodiments of the invention 22, is provided with bonded prestress reinforcing bar 26 in its rod member 7, is provided with prestress wire 28 in reinforced concrete wall limb 3.

Figure 23 is the structural representation of embodiments of the invention 23, is provided with no-cohesive prestressed reinforcement 27 in its rod member 7.

Figure 24 is the structural representation of embodiments of the invention 24, is provided with I shape and U type shaped steel reinforcing bar 29 in its horizontal cast-in-situ reinforced concrete wall beam 2.

Figure 25 is the structural representation of embodiments of the invention 25, and its module 1 is provided with drag hook 30, suspender member 31, embedded iron parts 32, pre-buried conduit 33, junction box 34.

Figure 26 is the structural representation of embodiments of the invention 26, and its module 1 is provided with water pipe 35, reserving hole 36.

Figure 27 is the structural representation of embodiments of the invention 27, in the module of assembled wall, whether the module of rod member 7 is set.

Figure 28 is the structural representation of embodiments of the invention 28, and concrete wall is interconnected in wall limb 3, and superstructure 37 is connected in wall beam 2 with body of wall.Diagram superstructure 37 be a hollow building cover, is connected wall limb 3 vertically is provided with thin-wall hollow pipe for the edge hollow wall limb between concrete wall and the wall.

Figure 29 is the structural representation of embodiments of the invention 29, offers door opening 38 at metope, and wall limb 3, the wall beam 2 at place, hole are strengthened by amplifying.

Figure 30 is the structural representation of embodiments of the invention 30, is filled with light material 24 in the cavity of its module 1.

(5) specific embodiment

The invention will be further described below in conjunction with drawings and Examples.

The present invention as shown in drawings, include at least more than one shear wall module 1, the shear wall module 1 alternate or arrangement of joining, be steel bar concrete wall beam 2 and reinforced concrete wall limb 3 each other, shear wall module 1 comprises two blocks of edge-on wallboards 4, horizontal wall beam inner formword 5, vertical wall limb inner formword 6, horizontal wall beam inner formword 5, vertical wall limb inner formword 6 respectively with steel bar concrete wall beam 2, reinforced concrete wall limb 3 is compound and form compound steel bar concrete wall beam 2, compound reinforced concrete wall limb 3, and in the cavity of at least one shear wall module 1, be provided with at least one rod member 7 and laterally wall beam inner formword 5 or vertical wall limb inner formword 6 or both obliques, rod member 7 and compound steel bar concrete wall beam 2 or the common integrant dark lattice supporting framework of wall limb 3 handing-over, and with two edge-on wallboard 4 integrant compound walls.Fig. 1 is the structural representation of embodiments of the invention 1, and 1 is shear wall module, and 2 is the steel bar concrete wall beam, and 3 is the reinforced concrete wall limb, 4 is edge-on wallboard, and 5 is horizontal wall beam inner formword, and 6 is vertical wall limb inner formword, and 7 is rod member, below in each accompanying drawing, number identically, its explanation is identical.Shown in Figure 1, include a plurality of shear wall modules 1, module 1 alternately, be steel bar concrete wall beam 2 and reinforced concrete wall limb 3 each other, all being provided with 1 rod member 7 in each module connects with horizontal wall beam inner formword 5 and vertical wall limb inner formword 6 obliques, with steel bar concrete wall beam 2 and reinforced concrete wall limb 3 common integrant stable dark lattice supporting frameworks, and with the edge-on wallboard 4 integrant compound walls of both sides.Wherein, the rod member 7 of four adjacent modules 1 constitutes the dark lattice supporting framework of " rice " font with steel bar concrete wall beam 2, reinforced concrete wall limb 3.

Feature of the present invention is that also rod member 7 in the module 1 is along the diagonal arranged crosswise of module 1 or wall limb 3 or wall beam 2.Fig. 2 is the structural representation of embodiments of the invention 2, and the rod member 7 in its module 1 forms a plurality of " X " word and supports along the diagonal arranged crosswise in body of wall.

Feature of the present invention is that also the rod member 7 in the module 1 is furnished with two layers or more along module diagonal juxtaposition, perhaps also have quarter butt 8 to be connected or interconnection in the same way between layer and the layer, the dark trussed construction of the interior solid of composition module 1 each other between rod member 7 and the quarter butt 8.Fig. 3 is the structural representation of embodiments of the invention 3, its rod member 7 is furnished with two layers along the diagonal juxtaposition in the cavity of module 1, and between layer and the layer quarter butt 8 interconnections are arranged, constituted the three-dimensional dark trussed construction in module 1 cavity, with steel bar concrete wall beam 2, the stressed support structure system of reinforced concrete wall limb 3 common formations.

Feature of the present invention is that also rod member 7 is solid hopkinson bar or hollow stem, perhaps reveals anchor rib 9 in addition, reveals net 10, reveals mesh or reveals a band convex-concave sour jujube iron plate 11, reveals dovetail iron plate 12, reveals at least a in the rod end 13, and form whole with the Cast-in-place concrete bonding; Perhaps rod member 7 is the open hollow bar, and Cast-in-place concrete enters in the hollow stem, forms concrete or steel bar concrete or prestress concrete coupled pole.Fig. 4 is the structural representation of embodiments of the invention 4, and its rod member 7 is the open hollow bar, and Cast-in-place concrete enters in the hollow stem, has formed the steel bar concrete coupled pole, and the anchor rib 9 of revealing is arranged.Fig. 5 is the structural representation of embodiments of the invention 5, and its rod member 7 is solid hopkinson bar or hollow stem, and the rod end 13 of revealing is arranged, and the anchor rib 9 of revealing is arranged respectively on it, reveal net 10, reveals mesh and reveal a band convex-concave sour jujube iron plate 11, reveals dovetail iron plate 12.

Feature of the present invention also is also to be extended with the sidewall panel 14 that serves as wall limb 3 side templates or wall beam 2 side templates at least one direction of edge-on wallboard 4, be zigzag, waveform, hypotenuse shape, step or its combination around sidewall panel 14 or the edge-on wallboard 4, reveal anchor rib 9 at least one in sidewall panel 14 or the edge-on wallboard 4 in addition, reveal net 10, reveal mesh or reveal at least a in a band convex-concave sour jujube iron plate 11, the dew dovetail iron plate 12.Fig. 6 is the structural representation of embodiments of the invention 6, is extended with sidewall panel 14 around the edge-on wallboard 4 of module 1, be waveform or zigzag around the diagram sidewall panel 14, and anchor rib of revealing 9 and dew net 10 are arranged on sidewall panel 14.

Feature of the present invention is that also rod member 7 does not join with edge-on wallboard 4, line is connected, face connects or point connects.Rod member 7 shown in Figure 1 does not join with edge-on wallboard 4.Fig. 3, rod member 7 shown in Figure 4 contact with 4 of edge-on wallboards.Fig. 7 is the structural representation of embodiments of the invention 7, and its rod member 7 is vertical masonry joint metal tube and spirally-seamed metal tubing, they with edge-on wallboard 4 between be connected for line.

Feature of the present invention is that also rod member 7 is one-body molded with edge-on wallboard 4.As shown in Figure 2.

Feature of the present invention also is to have at least one of horizontal wall beam inner formword 5, vertical wall limb inner formword 6 or two blocks of edge-on wallboards 4 or be mesh or a band convex-concave sour jujube iron plate 11 or profiled sheet 15, laterally reveal anchor rib 9 in addition at least one of wall beam inner formword 5, vertical wall limb inner formword 6 or two blocks of edge-on wallboards 4, reveal net 10, reveal dovetail iron plate 12, reveal at least one in the hoop limit 16, and also be compounded with cast-in-situ reinforced concrete surface layer 17 simultaneously on two blocks of edge-on wallboards 4.Fig. 8 is the structural representation of embodiments of the invention 8, on the horizontal wall beam inner formword 5 of its module 1, vertical wall limb inner formword 6, the edge-on wallboard 4 mesh iron plate 11 or profiled sheet 15 are arranged all, and also be compounded with cast-in-situ reinforced concrete surface layer 17 simultaneously on two blocks of edge-on wallboards 4.Fig. 9 is the structural representation of embodiments of the invention 9, and the edge-on wallboard 4 of its module 1, horizontal wall beam inner formword 5, vertical wall limb inner formword 6 are profiled sheet 15, and also are compounded with cast-in-situ reinforced concrete surface layer 17 simultaneously on the edge-on wallboard 4.

Feature of the present invention also is in horizontal wall beam inner formword 5 or vertical wall limb inner formword 6 or two blocks of edge-on wallboards 4 or the three reinforce 18 is arranged, reinforce 18 is fiber, fibrous mesh cloth, cloth, nonwoven, reinforcing bar, steel mesh reinforcement, gauze wire cloth, prestressed reinforcement, steel strand, porose iron plate, steel plate or its combination, perhaps reveals anchor rib 9 on it in addition, reveals net 10, reveals mesh or reveals a band convex-concave sour jujube iron plate 11, reveals dovetail iron plate 12 or its combination.Figure 10 is the structural representation of embodiments of the invention 10, in its edge-on wallboard 4 steel mesh reinforcement reinforce 18 is arranged, in the vertical wall limb inner formword 6 gauze wire cloth reinforce 18 is arranged, and dew anchor rib 9 is arranged respectively on the sidewall panel 14, reveal net 10, reveal mesh and reveal a band convex-concave sour jujube iron plate 11, dew dovetail iron plate 12.

Feature of the present invention also is laterally wall beam inner formword 5 or vertical wall limb inner formword 6 or two blocks of edge-on wallboards 4 or both or three reinforcing rib 19 is arranged, and perhaps in the reinforcing rib 19 reinforce 18 is arranged, and perhaps reveals anchor rib 9 in addition or reveals net 10.Figure 11 is the structural representation of embodiments of the invention 11, on its edge-on wallboard 4 and the vertical wall limb inner formword 6 reinforcing rib 19 is arranged, and reinforcing rib 19 is high and low, thick, thin inconsistent.

Feature of the present invention also is to be provided with between two blocks of edge-on wallboards 4 stiffening rib 20 or many quarter butts 8, and the two ends of quarter butt 8 are connected with two blocks of edge-on wallboards 4 respectively or an end is connected the other end and is connected with edge-on wallboard 4 with rod member 7.Figure 12 is the structural representation of embodiments of the invention 12, is provided with stiffening rib 20 and Duo Gen quarter butt 8 between its both sides wall plate 4.Figure 13 is the structural representation of embodiments of the invention 13, is provided with stiffening rib 20 and Duo Gen quarter butt 8 between its both sides wall plate 4.

Feature of the present invention also is to be provided with stiffening rib 20 or many quarter butts 8 between two blocks of edge-on wallboards 4, the two ends of quarter butt 8 are connected with two blocks of edge-on wallboards 4 respectively or an end is connected the other end and is connected with edge-on wallboard 4 with rod member 7.

Feature of the present invention is that also rod member 7 and quarter butt 8 are reinforcing bar mortar bar, the steel bar concrete bar, steel pipe, sheetmetal concrete bar, the prestressing force bar, the ring bar, fiberglass rod, the GRC bar, the carbon fiber bar, reinforcing bar, prestressed reinforcement, prestress wire, plastic bar, the vertical masonry joint metal tube, spirally-seamed metal tubing, the steel wire webmaster, the glass fiber stringing, glass reinforced plastic pipe, the tube wall perforated pipe, composite metal-plastic pipe, hollow concrete mortar pipe, reinforcing bar lightweight concrete enhancement mode pipe, steel pipe concrete pipe or their combination, perhaps also scribble the anticorrosion top layer on rod member 7 and the quarter butt 8, its cross sectional shape is circular, complex layered circle, annular, square, complex layered square, the prolate type, hollow, ring is hollow, L shaped, flute profile, I-shaped, the honeycomb hollow, porous shape, variable cross-section shape, perhaps its cross sectional shape is also along the axis reducing of rod member.The rod member 7 of Fig. 1, Fig. 2 is square steel bar concrete bar, and the rod member 7 of Fig. 3, quarter butt 8 are the steel bar concrete bar.The rod member 7 of Fig. 4 is square steel bar concrete coupled pole.The rod member 7 of Fig. 7 is a concrete metal steel pipe coupled pole.Figure 14 is the structural representation of embodiments of the invention 14, and its rod member 7 is the steel pipe concrete coupled pole, and quarter butt 8 is steel pipe or reinforcing bar or steel pipe concrete coupled pole.

Feature of the present invention is that also rod member 7, quarter butt 8, horizontal wall beam inner formword 5 or vertical wall limb inner formword 6 or two edge-on wallboard 4 connections 21 each other are gluing, welding, wire connection, snapping, clamping, riveted joint, hinged, perforation anchor connection, global formation or above-mentioned combination.Figure 15 is the structural representation of embodiments of the invention 15, and being connected between its edge-on wallboard 4, horizontal wall beam inner formword 5, the vertical wall limb inner formword 6 is welded to connect.Edge-on wallboard 4 shown in Figure 16 and horizontal being connected to glued connection the between wall beam inner formword 5, the vertical wall limb inner formword 6.

Feature of the present invention also is to be useful on the module adjacent block butt joint or the fixing connection keeper 22 of usefulness, and connecting keeper 22 is pin, groove, iron wire, bayonet socket built-in fitting, tenon, male and female groove.Figure 16 is the structural representation of embodiments of the invention 16, is useful on the fixedly tenon head type connection keeper 22 of usefulness of adjacent block butt joint on its module 1.

Feature of the present invention is that also rod member 7 is two blocks of edge-on wallboards 4 or the reinforcing rib on it 19.Figure 17 is the structural representation of embodiments of the invention 17, and its rod member 7 is the reinforcing rib 19 on the edge-on wallboard 4.

Feature of the present invention also is to have at least one face of the horizontal wall beam inner formword 5 of module or vertical wall limb inner formword 6 at least more than one boss 23, and boss 23 be solid boss or hollow boss, or is the imitative hollow boss that is filled with light material 24.Figure 18 is the structural representation of embodiments of the invention 18, on its vertical wall limb inner formword 6, the horizontal wall beam inner formword 5 boss 23 is arranged, and is filled with light material 24 in the boss 23 that has, and has formed imitative hollow boss.

Feature of the present invention also is to have the quarter butt 8 more than at least 1 at least one boss 22.Figure 19 is the structural representation of embodiments of the invention 19, is provided with quarter butt 8 in boss 23.

Feature of the present invention is that also module has the angular position that chamfering 25 is arranged.Figure 20 is the structural representation of embodiments of the invention 20, is provided with chamfering 25 at module 1 four jiaos, and it is concentrated effectively to eliminate stress, and node is strengthened.Figure 21 is the structural representation of embodiments of the invention 21, is provided with chamfering 25 at module 1 four jiaos, and it is concentrated effectively to eliminate stress, and node is strengthened, at four jiaos of plug holes that leave Cast-in-place concrete of sidewall panel 14.

Feature of the present invention also is in compound cast-in-situ reinforced concrete beam 2 or compound cast-in-situ reinforced concrete wall limb 3 or rod member 7 or both or three bonded prestress reinforcing bar 26, no-cohesive prestressed reinforcement 27 or prestress wire 28 are arranged.Figure 22 is the structural representation of embodiments of the invention 22, is provided with bonded prestress reinforcing bar 26 in its rod member 7, is provided with prestress wire 28 in reinforced concrete wall limb 3.Figure 23 is the structural representation of embodiments of the invention 23, is provided with no-cohesive prestressed reinforcement 27 in its rod member 7.

Feature of the present invention also is in compound cast-in-situ reinforced concrete beam 2 or compound cast-in-situ reinforced concrete wall limb 3 or rod member 7 or both or three reinforcing bar 29 is arranged, and reinforcing bar 29 is cold-rolled forming section, channel-section steel or i shaped steel, cold-rolled forming section be C type, L type, Type, U type, Type,

Type.Figure 24 is the structural representation of embodiments of the invention 24, is provided with I shape and U type shaped steel reinforcing bar 29 in its horizontal cast-in-situ reinforced concrete wall beam 2.

Feature of the present invention is that also module 1 is provided with drag hook 30, suspender member 31, embedded iron parts 32, pre-buried conduit 33, junction box 34, water pipe 35, reserving hole 36 or their combination.Figure 25 is the structural representation of embodiments of the invention 25, and its module 1 is provided with drag hook 30, suspender member 31, embedded iron parts 32, pre-buried conduit 33, junction box 34.Figure 26 is the structural representation of embodiments of the invention 26, and its module 1 is provided with water pipe 35, reserving hole 36.

Feature of the present invention also is to allow in the cavity of module 1 rod member 7 is not set.Figure 27 is the structural representation of embodiments of the invention 27, in the module of assembled wall, whether the module of rod member 7 is set.

Feature of the present invention is that also concrete wall is interconnected in wall limb 3, and superstructure 37 is connected in wall beam 2 with body of wall, and metope can open the door or hole 38, and the wall limb 3 at place, hole, wall beam 2 are strengthened.Figure 28 is the structural representation of embodiments of the invention 28, and concrete wall is interconnected in wall limb 3, and superstructure 37 is connected in wall beam 2 with body of wall.Diagram superstructure 37 be a hollow building cover, is connected wall limb 3 vertically is provided with thin-wall hollow pipe for the edge hollow wall limb between concrete wall and the wall.Figure 29 is the structural representation of embodiments of the invention 29, offers door opening 38 at metope, and wall limb 3, the wall beam 2 at place, hole are strengthened by amplifying.

The profile that feature of the present invention also is shear wall module 1 is special-shaped for square, rectangle, trapezoidal, hexagon, octagon, circle, ellipse or other.The profile of the module 1 of Fig. 1 to Figure 19 is a square or rectangular.Four jiaos of the module 1 of Figure 20, Figure 21 have linear chamfering 25, and its profile can be thought octagon.

Feature of the present invention is that also vertical wall limb inner formword 1 and horizontal wall beam inner formword 5 adopt Cement fibre materials, asbestos cement sheet, cement wire mesh mortar, gauze wire cloth concrete, a mesh band convex-concave sour jujube iron plate, steel plate, profiled sheet, glass fiber reinforced plastic or Polypropylence Sheet or plate or laminated composites or its combination or compound making.

Feature of the present invention is that also edge-on wallboard 4 adopts steel bar concrete, prestressed reinforced concrete, ferro-cement, sandwich steel plate concrete, fibre mortar, fiber concrete, expanded metal lath concrete or sheet asbestos or combinations thereof to make.

Feature of the present invention also is to be filled with part or all of light material 24 in the cavity of module 1.Figure 30 is the structural representation of embodiments of the invention 30, is filled with light material 24 in the cavity of its module 1.

Feature of the present invention also is in wall limb 3 along the thin-wall hollow pipe that vertically is provided with thin-wall hollow pipe or band stiffening rib.Shown in Figure 28, the reinforced concrete wall limb 3 of compound wall vertically is provided with the hollow wall limb of thin-wall hollow pipe for the edge.

Feature of the present invention also is to be solid superstructure or hollow building cover with the upper and lower superstructure 37 by steel bar concrete wall beam 2 vertical connections of compound wall, and hollow building cover is light-wall pipe hollow building cover, two-way stiffening rib light-wall pipe hollow building cover, two-way ribbed slab floor, the on an empty stomach dark close rib building roof of lightweight, (hollow) dark close rib building roof or beam-and-slab floor on an empty stomach.Shown in Figure 28, superstructure 37 is a cast-in-situ reinforced concrete hollow light-wall pipe superstructure.

During the invention process,, tie the reinforcing bar in the lower, transverse wall beam 2 and the reinforcing bar of vertical wall limb 3 by the first prefabricated shear wall module 1 of diagram, module 1 connection is had good positioning, can no longer prop up side form for what sidewall panel 14 arranged, water and smash the concrete moulding, treat to carry out the construction of last layer module 1 behind the setting and harden; Also can all module 1 be connected as stated above and have good positioning, property is watered the Cast-in-place concrete of smashing wall beam 2, wall limb 3 again, and the maintenance moulding is the entire combination wall.

Claims (59)

1, a kind of cast-in-situ reinforced concrete compound wall, it is characterized in that including at least more than one shear wall module (1), shear wall module (1) alternately, be steel bar concrete wall beam (2) and reinforced concrete wall limb (3) each other, shear wall module (1) comprises two blocks of edge-on wallboards (4), horizontal wall beam inner formword (5), vertical wall limb inner formword (6), horizontal wall beam inner formword (5), vertical wall limb inner formword (6) respectively with steel bar concrete wall beam (2), reinforced concrete wall limb (3) is compound and form compound steel bar concrete wall beam (2), compound reinforced concrete wall limb (3), and in the cavity of at least one shear wall module (1), be provided with at least one rod member (7) and laterally wall beam inner formword (5) or vertical wall limb inner formword (6) or both obliques, rod member (7) and compound steel bar concrete wall beam (2) or the common integrant dark lattice supporting framework of wall limb (3) handing-over, and with the integrant compound wall of two blocks of edge-on wallboards (4).

2, a kind of cast-in-situ reinforced concrete compound wall according to claim 1 is characterized in that the diagonal arranged crosswise of the interior rod member (7) of module (1) along module (1).

3, a kind of cast-in-situ reinforced concrete compound wall according to claim 2 is characterized in that the rod member (7) in the module (1) is arranged along module diagonal juxtaposition, two layers or more.

4, a kind of cast-in-situ reinforced concrete compound wall according to claim 3 is characterized in that between layer and the layer that in addition quarter butt (8) is connected.

5, a kind of cast-in-situ reinforced concrete compound wall according to claim 4 is characterized in that between rod member (7) and the quarter butt (8) the dark trussed construction of the solid in the composition module (1) each other.

6, a kind of cast-in-situ reinforced concrete compound wall according to claim 3 is characterized in that interconnection in the same way between layer and the layer.

7,, it is characterized in that rod member (7) is a solid hopkinson bar according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

8, a kind of cast-in-situ reinforced concrete compound wall according to claim 7, it is characterized in that described solid rod member (7) reveals anchor rib (9) in addition, reveals net (10), reveals mesh or reveals a band convex-concave sour jujube iron plate (11), reveals dovetail iron plate (12), reveals at least a in the rod end (13), and form whole with the Cast-in-place concrete bonding.

9,, it is characterized in that rod member (7) is a hollow stem according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

10, a kind of cast-in-situ reinforced concrete compound wall according to claim 9, it is characterized in that described hollow rod member (7) reveals anchor rib (9) in addition, reveals net (10), reveals mesh or reveals a band convex-concave sour jujube iron plate (11), reveals dovetail iron plate (12), reveals at least a in the rod end (13), and form whole with the Cast-in-place concrete bonding.

11, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that rod member (7) is the open hollow bar, Cast-in-place concrete enters in the hollow stem, forms concrete or steel bar concrete or prestress concrete coupled pole.

12,, it is characterized in that also being extended with the sidewall panel (14) that serves as wall limb (3) side template or wall beam (2) side template at least one direction of edge-on wallboard (4) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

13, a kind of cast-in-situ reinforced concrete compound wall according to claim 12, what it is characterized in that sidewall panel (14) or edge-on wallboard (4) is zigzag, waveform, hypotenuse shape, step or its combination on every side.

14, a kind of cast-in-situ reinforced concrete compound wall according to claim 12 is characterized in that revealing in addition at least one in sidewall panel (14) or the edge-on wallboard (4) anchor rib (9), reveals net (10), reveals mesh or reveals a band convex-concave sour jujube iron plate (11), reveals at least a in the dovetail iron plate (12).

15,, it is characterized in that rod member (7) and edge-on wallboard (4) do not join according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

16,, it is characterized in that rod member (7) is connected with edge-on wallboard (4) line according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

17,, it is characterized in that rod member (7) is connected with edge-on wallboard (4) face according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

18,, it is characterized in that rod member (7) is connected with edge-on wallboard (4) point according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

19,, it is characterized in that having at least one of horizontal wall beam inner formword (5), vertical wall limb inner formword (6) or two blocks of edge-on wallboards (4) or being mesh or a band convex-concave sour jujube iron plate (11) or profiled sheet (15) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

20, a kind of cast-in-situ reinforced concrete compound wall according to claim 19, it is characterized in that revealing anchor rib (9) in addition at least one of horizontal wall beam inner formword (5), vertical wall limb inner formword (6) or two blocks of edge-on wallboards (4), reveal net (10), reveal dovetail iron plate (12), reveal at least one in the hoop limit (16), and also be compounded with cast-in-situ reinforced concrete surface layer (17) on two blocks of edge-on wallboards (4) simultaneously.

21, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that in horizontal wall beam inner formword (5) or vertical wall limb inner formword (6) or two blocks of edge-on wallboards (4) or the three reinforce (18) being arranged, reinforce (18) is a fiber, fibrous mesh cloth, cloth, nonwoven, reinforcing bar, steel mesh reinforcement, gauze wire cloth, prestressed reinforcement, steel strand, porose iron plate, anchor rib (9) is perhaps revealed in steel plate or its combination in addition on it, reveal net (10), reveal mesh or reveal a band convex-concave sour jujube iron plate (11), reveal dovetail iron plate (12) or its combination.

22, a kind of cast-in-situ reinforced concrete compound wall according to claim 21 is characterized in that in that laterally wall beam inner formword (5) or vertical wall limb inner formword (6) or two blocks of edge-on wallboards (4) or both or three have reinforcing rib (19).

23, a kind of cast-in-situ reinforced concrete compound wall according to claim 22 is characterized in that reinforce (18) is arranged in the described reinforcing rib (19), perhaps reveals anchor rib (9) in addition or reveals net (10).

24, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that being provided with between two blocks of edge-on wallboards (4) stiffening rib (20) or quarter butt (8), the two ends of quarter butt (8) are connected with two blocks of edge-on wallboards (4) respectively or an end is connected the other end and is connected with edge-on wallboard (4) with rod member (7).

25, a kind of cast-in-situ reinforced concrete compound wall according to claim 24, it is characterized in that being provided with between two blocks of edge-on wallboards (4) stiffening rib (20) or quarter butt (8), the two ends of quarter butt (8) are connected with two blocks of edge-on wallboards (4) respectively or an end is connected the other end and is connected with edge-on wallboard (4) with rod member (7).

26, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that rod member (7) and quarter butt (8) are reinforcing bar mortar bar, steel bar concrete bar, steel pipe or sheetmetal concrete bar.

27, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that rod member (7) and quarter butt (8) are prestressing force bar, ring bar, fiberglass rod, GRC bar, carbon fiber bar or reinforcing bar.

28, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that rod member (7) and quarter butt (8) are prestressed reinforcement, prestress wire or plastic bar.

29, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that rod member (7) and quarter butt (8) are vertical masonry joint metal tube, spirally-seamed metal tubing, steel wire webmaster, glass fiber stringing, glass reinforced plastic pipe, tube wall perforated pipe, composite metal-plastic pipe, hollow concrete mortar pipe, reinforcing bar lightweight concrete enhancement mode pipe, steel pipe concrete pipe or their combination.

30, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that also scribbling the anticorrosion top layer on rod member (7) and the quarter butt (8).

31, a kind of cast-in-situ reinforced concrete compound wall according to claim 24, it is characterized in that rod member (7) and quarter butt (8) cross sectional shape for circle, complex layered circle, annular, square, complex layered square, prolate type, hollow, ring is hollow, L shaped, flute profile, I-shaped, honeycomb hollow, porous shape or variable cross-section shape.

32, a kind of cast-in-situ reinforced concrete compound wall according to claim 24 is characterized in that rod member (7) and quarter butt (8) cross sectional shape are also along the axis reducing of rod member.

33,, it is characterized in that rod member (7), quarter butt (8), horizontal wall beam inner formword (5) or vertical wall limb inner formword (6) or two blocks of edge-on wallboards (4) connection (21) each other are gluing, welding, wire connection, snapping, clamping, riveted joint, hinged, perforation anchor connection, global formation or above-mentioned combination according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

34,, it is characterized in that being useful on the module adjacent block butt joint or the fixing connection keeper (22) of usefulness according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

35, a kind of cast-in-situ reinforced concrete compound wall according to claim 34 is characterized in that connecting keeper (22) and is pin, groove, iron wire, bayonet socket built-in fitting, tenon or male and female groove.

36,, it is characterized in that rod member (7) is the reinforcing rib (19) on two blocks of edge-on wallboards (4) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

37,, it is characterized in that having at least one face of the horizontal wall beam inner formword (5) of module or vertical wall limb inner formword (6) at least more than one boss (23) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

38,, it is characterized in that boss (23) is solid boss according to the described a kind of cast-in-situ reinforced concrete compound wall of claim 37.

39,, it is characterized in that boss (23) is hollow boss according to the described a kind of cast-in-situ reinforced concrete compound wall of claim 37.

40,, it is characterized in that boss (23) is for being filled with the imitative hollow boss of light material (24) according to the described a kind of cast-in-situ reinforced concrete compound wall of claim 37.

41,, it is characterized in that at least one boss (22), having the quarter butt (8) more than at least 1 according to the described a kind of cast-in-situ reinforced concrete compound wall of claim 37.

42,, it is characterized in that module has the angular position that chamfering (25) is arranged according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

43,, it is characterized in that in compound cast-in-situ reinforced concrete beam (2) or compound cast-in-situ reinforced concrete wall limb (3) or rod member (7) or both or three, bonded prestress reinforcing bar (26), no-cohesive prestressed reinforcement (27) or prestress wire (28) being arranged according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

44, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that in compound cast-in-situ reinforced concrete beam (2) or compound cast-in-situ reinforced concrete wall limb (3) or rod member (7) or both or three, reinforcing bar (29) being arranged, reinforcing bar (29) is cold-rolled forming section, channel-section steel or i shaped steel, cold-rolled forming section be C type, L type,

Type, U type,

Type or ‖ type.

45,, it is characterized in that module (1) is provided with drag hook (30) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

46,, it is characterized in that module (1) is provided with suspender member (31) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

47,, it is characterized in that module (1) is provided with embedded iron parts (32) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

48,, it is characterized in that module (1) is provided with pre-buried conduit (33) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

49,, it is characterized in that module (1) is provided with junction box (34) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

50,, it is characterized in that module (1) is provided with water pipe (35) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

51,, it is characterized in that module (1) is provided with reserving hole (36) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

52,, it is characterized in that module (1) is provided with the combination of drag hook (30), suspender member (31), embedded iron parts (32), pre-buried conduit (33), junction box (34), water pipe (35), reserving hole (36) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

53, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that concrete wall is interconnected in wall limb (3), superstructure (37) and body of wall are connected in wall beam (2), and metope can open the door or hole (38), and wall limb (3), the wall beam (2) at place, hole are strengthened.

54, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, the profile that it is characterized in that shear wall module (1) is special-shaped for square, rectangle, trapezoidal, hexagon, octagon, circle, ellipse or other.

55,, it is characterized in that vertical wall limb inner formword (1) and horizontal wall beam inner formword (5) adopt Cement fibre material, asbestos cement sheet, cement wire mesh mortar, gauze wire cloth concrete, a mesh band convex-concave sour jujube iron plate, steel plate, profiled sheet, glass fiber reinforced plastic or Polypropylence Sheet or plate or laminated composites or its combination or compound making according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

56,, it is characterized in that edge-on wallboard (4) adopts steel bar concrete, prestressed reinforced concrete, ferro-cement, sandwich steel plate concrete, fibre mortar, fiber concrete, expanded metal lath concrete or sheet asbestos or combinations thereof to make according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

57,, it is characterized in that being filled with part or all of light material (24) in the cavity of module (1) according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

58,, it is characterized in that in wall limb (3) along the thin-wall hollow pipe that vertically is provided with thin-wall hollow pipe or band stiffening rib according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6.

59, according to the described a kind of cast-in-situ reinforced concrete compound wall of arbitrary claim in the claim 1 to 6, it is characterized in that with the upper and lower superstructure (37) by steel bar concrete wall beam (2) vertical connection of compound wall be solid superstructure or hollow building cover, hollow building cover is light-wall pipe hollow building cover, two-way stiffening rib light-wall pipe hollow building cover, two-way ribbed slab floor, the on an empty stomach dark close rib building roof of lightweight, secretly close rib building roof or beam-and-slab floor on an empty stomach.

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