CN107620400A - A kind of assembly concrete variable cross-section is T-shaped to shear wall member and its construction method - Google Patents

Abstract

The invention belongs to construction material and technical field of building construction.More particularly to a kind of T-shaped shearing wall member of assembly concrete variable cross-section and its make mould and construction method, the T-shaped shearing wall member includes X to wall limb (11), Y-direction wall limb (12), the two aileron each other, the T-shaped shearing wall member is divided into component epimere (1A) and the component hypomere (1B) to be formed is reduced by variable cross-section, the entirety formed for concreting；Pass through variable cross-section, exposed component hypomere (1B) both sides vertical reinforcement (101), the splice (1C) of edge member vertical reinforcement (1051), it is convenient to solve T-shaped shearing wall member vertical reinforcement (101), the unstable problem of connection of edge member vertical reinforcement (1051) using the method that is welded to connect；By setting the special vertical duct (104) of cast-in-place concrete (32), cast-in-place concrete (32) is easily poured vibration compacting, avoid mass defect.

Description

A kind of assembly concrete variable cross-section is T-shaped to shear wall member and its construction method

Technical field

The invention belongs to construction material and technical field of building construction, is related to a kind of shear wall structure for building structure Part, more particularly to a kind of T-shaped shearing wall member of assembly concrete variable cross-section and its make mould and construction method.

Background technology

Assembling building is exactly to connect prefabricated components of the same race or prefabricated components not of the same race, due to steel reinforced concrete shearing force Wall be built up by concrete and bar pouring it is integral, it is necessary to solve the connectivity problem of shear wall longitudinal direction vertical reinforcement, especially cut The connectivity problem of power wall bottom vertical reinforcement, at present the T-shaped shear wall member bottom section of prefabricated assembling type reinforced concrete variable cross-section erect Connection to reinforcing bar uses sleeve grouting method more, many problems be present, such as：Sleeve grouting construction process technical requirements are higher, apply Human factor is more in work, and Vertical bar connection quality is difficult to check detection, and construction quality is difficult to control；Shear wall vertical reinforcement It is more, one sleeve of every Vertical bar connection, it can cause sleeve is too close to be unfavorable for pouring into a mould concrete, casting quality is difficult to protect Card；It is cost-effective that the material of sleeve and production and processing require that high, cost height is unfavorable for；Sleeve and lower floor's shear wall vertical reinforcement Connection is there is also difficulty, so that being difficult to promote assembly of shear wall structure.

A kind of assembled steel reinforced concrete shear force wall of prefabricated through hole of CN201410088737.3 disclosure of the invention and its apply Work method, the interior vertical reinforcements for being provided with some vertical through holes, some flexible connections being respectively provided with each through hole of wall, vertically The upper end of reinforcing bar is higher than wall, the lower end of vertical reinforcement and the bar connecting of lower floor's shear wall, and the bottom of wall is provided with leg.It is perpendicular It is to be flexibly connected in the through hole of shear wall to reinforcing bar, during the bar connecting of upper and lower story shear wall, joint location is vertically It is adjustable, so can easily ensure that adjacent vertical reinforcement joint location mutually staggers.Although the invention solves some monolithic The construction and construction method of shear wall, but following defect be present：First, a large amount of cast-in-place horizontal reinforcement joints in scene are difficult to mistake Processing is opened, and shear wall horizontal reinforcement also has the requirement that joint staggers；Second, reinforcing bar in through hole without and shear wall both sides Vertical and horizontal reinforcement colligation, the reinforcing bar in each through hole is independent, is mutually not attached to the reinforcing bar in adjacent through-holes, does not tie up It is bundled into framework of steel reinforcement；Third, the reinforcing bar in through hole influences the pouring of concrete and vibrated.Therefore, do not solve fundamentally prefabricated The assembled steel reinforced T-shaped shear wall element structure design and construction problem of concrete variable cross-section.

The content of the invention

It is largely cast-in-place for the T-shaped shearing wall member of current assembly concrete variable cross-section for overcome the deficiencies in the prior art Horizontal reinforcement joint be difficult to processing of staggering, Vertical bar connection is insecure using sleeve connection and the inconvenient quality of operation is difficult to protect Card, reinforcing bar the problems such as not forming framework of steel reinforcement of T-shaped shearing wall member, of the invention first purpose is to provide a kind of assembling The T-shaped shearing wall member of formula concrete variable cross-section, designed by improving the T-shaped shear wall element structure of assembly concrete variable cross-section, With the assembled steel reinforced T-shaped shear wall member section of concrete variable cross-section of change, exposed component hypomere both sides pars infrasegmentalis from component The splice of the vertical reinforcement, edge member vertical reinforcement of stretching, using traditional easier reinforcement welding connection method Solve T-shaped shearing wall member vertical reinforcement, the connectivity problem of edge member vertical steel；Become with integral prefabricated assembly concrete and cut The T-shaped shear wall Component in face solves the problems, such as that the connection of horizontal reinforcement and various reinforcing bars fail to be interconnected and form framework of steel reinforcement；Using The method in the special vertical duct of reserved cast-in-place concrete, the pouring of concrete and vibration compacting during ensuring in-site installation；This hair Second bright purpose is to provide a kind of making mould of the T-shaped shearing wall member of assembly concrete variable cross-section；The of the present invention Three purposes are to provide a kind of construction method of the T-shaped shearing wall member of assembly concrete variable cross-section, solve assembled steel reinforced mixed The use of the solidifying T-shaped shearing wall member molding jig of native variable cross-section and making and the installation method problem of T-shaped shearing wall member.

To realize first purpose, the technical solution adopted by the present invention is：A kind of T-shaped shearing of assembly concrete variable cross-section Wall member, including X is to wall limb, Y-direction wall limb, to wall limb and Y-direction wall limb, aileron, the T-shaped shearing wall member are divided into component to X each other Epimere and the component hypomere to be formed is reduced by variable cross-section, the entirety formed for concreting；The component epimere is pre- It is embedded with vertical reinforcement, horizontal reinforcement and steel tie；The X is provided with edge structure to wall limb, Y-direction wall limb outer end and cross part Part, it is edge member vertical reinforcement that vertical reinforcement is reinforced in the edge member, and is provided with stirrup；The vertical reinforcement, Edge member vertical reinforcement stretches out T-shaped shear wall top, and the horizontal reinforcement extends to edge member outer end；It is described vertical Reinforcing bar or edge member vertical reinforcement pass through steel tie drawknot together with horizontal reinforcement colligation；It is characterized in that：It is described Relative to component epimere, thickness uniformly reduces to form component hypomere X to wall core, component hypomere Y-direction wall core component hypomere from both sides, Exposed component hypomere both sides pars infrasegmentalis stretches out from component vertical reinforcement, edge member vertical reinforcement and stirrup.

Further, the X is to wall limb, the L-shaped coupling beam bearing of Y-direction wall limb apical lateral concave, for install coupling beam or Vierendeel girder.Wherein, two, the Y-direction wall limb top outside L-shaped coupling beam bearing of concave；The horizontal steel of face L-shaped coupling beam bearing Muscle stretches out to L-shaped coupling beam bearing direction.

Further, the splice of the component hypomere both sides vertical reinforcement, edge member vertical reinforcement is away from T-shaped shear wall It is h >=500mm, h+35d that member bottom section plan range replaces successively.

Further, the vertical reinforcement, edge member vertical reinforcement stretch out T-shaped shearing wall member tip portion height successively It is alternately arranged.The purpose that the vertical reinforcement, edge member vertical reinforcement stretch out T-shaped shearing wall member top is T-shaped with upper strata The splice of the vertical reinforcement, edge member vertical reinforcement of shear wall member hypomere corresponds welding or overlap joint, and T-shaped with upper strata shearing wall member, coupling beam or Vierendeel girder and floor are integrated poured.

Further, multiple vertical ducts are uniformly arranged along component epimere center vertical direction, the vertical duct Width is less than component epimere thickness, more than component hypomere thickness, and by extending at variable cross-section to component hypomere direction, exists respectively Component hypomere X forms the gap of certain altitude to wall core, component hypomere Y-direction wall core.

Further, the cross section in the vertical duct is rectangle or circle, sets and is open on component epimere top, with after an action of the bowels During continuous in-site installation construction, irrigate, section concrete under the component that vibrates.

Further, the component hypomere X is furnished with vertical distributing bar to wall core, the inner side of component hypomere Y-direction wall core two, and it is made With being to prevent during carry and hoist shear wall hypomere cracking and bending resistance, tension, resistance to compression.

On this basis, to realize second purpose, the technical solution adopted by the present invention is：A kind of assembly concrete becomes The making mould of the T-shaped shearing wall member in section, including X is to wall limb mould, Y-direction wall limb mould, it is characterised in that：The mould is also Including template bearing diagonal, buttress, Y-direction wall limb bearing diagonal；The X includes X to wall limb platform for making, X to wall limb to wall limb mould Side template, X are to wall limb top template, component hypomere X to wall core face die plate, X to wall limb variable cross-section baffle plate, X to wall limb bottom mould Plate, X are to wall limb L-shaped coupling beam support template, vertical duct mould；The Y-direction wall limb mould includes Y-direction wall limb platform for making, Y-direction Wall limb side template, Y-direction wall limb top template, component hypomere Y-direction wall core face die plate, Y-direction wall limb variable cross-section baffle plate, Y-direction wall limb bottom Side Template, Y-direction wall limb L-shaped coupling beam support template, Y-direction wall limb L-shaped coupling beam support template, vertical duct mould.

The X to wall limb side template be 1 piece, it is moulding to wall limb outboard end for X；Y-direction wall limb side template is symmetrical Two blocks of identical plates, it is moulding for two outboard ends of Y-direction wall limb.

The template bearing diagonal, buttress support the use, for supporting X to wall limb side template, Y-direction wall limb side template, X to wall Limb top template, Y-direction wall limb top template, X are to wall limb bottom template, Y-direction wall limb bottom template.

The X is to wall limb platform for making, X to wall limb L-shaped coupling beam support template, X to wall limb side template, X to wall limb top Template, component hypomere X are common to wall limb variable cross-section baffle plate, X to wall limb bottom template, vertical duct mould to wall core face die plate, X The space that X pours into a mould concrete parts to wall limb is enclosed, and is fixed by template bearing diagonal and buttress support.

The Y-direction wall limb platform for making, Y-direction wall limb L-shaped coupling beam support template I, Y-direction wall limb L-shaped coupling beam support template II, Y-direction wall limb side template, Y-direction wall limb top template, component hypomere Y-direction wall core face die plate, Y-direction wall limb variable cross-section baffle plate, Y-direction wall limb Bottom template, vertical duct mould enclose the space of Y-direction wall limb cast concrete parts jointly, and by template bearing diagonal and Buttress support is fixed.

The X is to wall limb side template, Y-direction wall limb side form plate shape, size respectively with X to wall limb, Y-direction wall limb end face outside It is consistent.

The X is kept off to wall limb top template, Y-direction wall limb top template, X to wall limb variable cross-section baffle plate, Y-direction wall limb variable cross-section Plate is correspondingly arranged on the groove stretched out for vertical reinforcement, the insertion of edge member vertical reinforcement.

The X is to wall limb L-shaped coupling beam support template, Y-direction wall limb L-shaped coupling beam support template I, Y-direction wall limb L-shaped coupling beam bearing Template II is correspondingly arranged on the groove stretched out for vertical reinforcement, edge member vertical reinforcement, horizontal reinforcement insertion.

The component hypomere X to wall core face die plate, component hypomere Y-direction wall core face die plate be correspondingly arranged on for vertical reinforcement, The groove of edge member vertical reinforcement, stirrup and the insertion of vertical duct mould.

The X compresses to wall limb top template and vertical duct mould, X to wall limb L-shaped coupling beam support template hanging； The X compresses to wall limb L-shaped coupling beam support template bottom and vertical duct mould, X to wall limb side template hanging；The Y To wall limb top template and vertical duct mould, Y-direction wall limb L-shaped coupling beam support template I, Y-direction wall limb L-shaped coupling beam support template II Hanging compresses；The Y-direction wall limb L-shaped coupling beam support template I, Y-direction wall limb L-shaped coupling beam support template II bottoms and vertical holes Road mould, Y-direction wall limb side template hanging compress；The X is to wall limb variable cross-section baffle plate and component hypomere X to wall core face die plate Hanging；Y-direction wall limb variable cross-section baffle plate and component hypomere Y-direction wall core face die plate hanging；The X is to wall limb bottom template Alignd compression to wall core face die plate bottom to wall limb side template, component hypomere X with X；The Y-direction wall limb bottom template and Y-direction wall Limb side template, the alignment of component hypomere Y-direction wall core face die plate bottom compress.

The component hypomere X to wall core face die plate top end face and X to wall limb variable cross-section baffle plate piece together jointly hollow X to Wall limb variable cross-section shaping die, its hollow part planar shape are identical to wall core cross section with component hypomere X；The component hypomere Y-direction wall core face die plate top end face pieces together hollow Y-direction wall limb variable cross-section shaping die jointly with Y-direction wall limb variable cross-section baffle plate, Its hollow part planar shape is identical with component hypomere Y-direction wall core cross section.

Further, the transportable rotating mechanism with clamping device is arranged with the Y-direction wall limb platform for making, After mould is removed in the cast process completion cast of Y-direction wall limb, Y-direction wall limb is fixed by clamping device and is moved to maintenance process, Treat that intensity meets the requirements, move again to X to wall limb pour into a mould process, be rotated by 90 ° along X to wall limb direction, make plan cast X be in wall limb Horizontality, X is further set up to wall limb relative production mould, it is prefabricated to wall limb to complete X.

Further, after the prefabricated Y-direction wall limb of the completion is rotated by 90 ° along X to wall limb direction, with Y-direction wall limb bearing diagonal It is fixed.

Further, the X to wall limb mould fill concrete part communicated with the vertical duct of Y-direction wall limb when, it is perpendicular at this Set at straight hole road and vertical duct stopend is installed.

Further, the vertical duct mould is steel pipe.Using steel pipe as vertical duct mould, vertical holes is more beneficial for Road is moulding and prefabricated prefabrication process in vertical duct mould extraction.

In use, vertical reinforcement, edge need to be disposed in the T-shaped moulding space of shearing wall member that above-mentioned mould collectively forms Component vertical reinforcement, vertical duct mould, horizontal reinforcement, steel tie, vertical distributing bar and stirrup, it is then integrated poured mixed Solidifying soil.Then operating process makes X to wall limb again first to make Y-direction wall limb.

On this basis, to realize the 3rd purpose, the technical solution adopted by the present invention is：A kind of assembly concrete becomes The construction method of the T-shaped shearing wall member in section, include the making and installation of the T-shaped shearing wall member of the assembly concrete variable cross-section Method, operate as follows：

S01, make Y-direction wall limb：The Y-direction wall limb of the T-shaped shearing wall member of assembly concrete variable cross-section is first made, in smooth Y Play control line on to wall limb platform for making, installation component hypomere Y-direction wall core face die plate, the edge member for installing edge member is vertical Simultaneously colligation is firm for reinforcing bar and stirrup；Vertical reinforcement, the horizontal reinforcement of simultaneously lower floor in the good Y-direction wall limb mould of colligation are installed, and will be perpendicular Into the groove of reinforcing bar, edge member vertical reinforcement and stirrup insertion component hypomere Y-direction wall core face die plate；Y-direction wall limb side is installed Template, Y-direction wall limb top template, Y-direction wall limb bottom template, and the vertical reinforcement on upper strata in Y-direction wall limb mould is embedded into Y-direction In groove corresponding to the template of wall limb top, Y-direction wall limb L-shaped coupling beam support template is installed, Y-direction wall limb L-shaped coupling beam support template And embedded vertical reinforcement or edge member vertical reinforcement and horizontal reinforcement, installation form bearing diagonal, is used in combination on the outside of above-mentioned template Buttress is fixed；The space of groove is filled and led up with fine sand, vertical duct mould is installed；Y-direction wall limb variable cross-section baffle plate is installed and insertion is perpendicular To reinforcing bar；The horizontal reinforcement of X normal thereto to wall limb is installed；Vertical reinforcement, the horizontal steel on upper strata in Y-direction wall limb mould are installed Muscle and embedded Y-direction wall limb top template, Y-direction wall limb variable cross-section baffle plate groove in, insertion, colligation steel tie；Installation component The vertical distributing bar of hypomere Y-direction wall core；The casting concrete in Y-direction wall limb mould, and with vibrating head vibration compacting.

S02, the form removal of Y-direction wall limb and X make to wall limb to be prepared：Y-direction wall limb to be produced removes mould when meeting form removal condition Plate, extract vertical duct mould out, fixed cured Y-direction wall limb, being rotated by 90 ° makes cured Y-direction wall limb keep vertical and solid It is fixed, the Y-direction wall limb keep level that will be made.

S03, X is made to wall limb：In smooth X to playing control line on wall limb platform for making, installation component hypomere X is to wall core Face die plate；Simultaneously colligation is firm for the edge member vertical reinforcement and stirrup of installation edge member；Install and the good X of colligation is to wall limb mould Vertical reinforcement, the horizontal reinforcement of interior lower floor, and by vertical reinforcement, edge member vertical reinforcement and stirrup be embedded in component hypomere X to In the groove of wall core face die plate；Install X to wall limb side template, X to wall limb top template, X to wall limb bottom template, and by X to The vertical reinforcement on upper strata is embedded into groove corresponding to X to wall limb top template in wall limb mould, installs X to wall limb L-shaped coupling beam Support template and embedded vertical reinforcement or edge member vertical reinforcement and horizontal reinforcement, installation form tiltedly props up on the outside of above-mentioned template Support, and fixed with buttress；The space of groove is filled and led up with fine sand, vertical duct mould is installed；Install X to wall limb variable cross-section baffle plate simultaneously Embedded vertical reinforcement；Install X into wall limb mould the vertical reinforcement on upper strata, horizontal reinforcement and embedded X to wall limb top template, X Into the groove of wall limb variable cross-section baffle plate, insertion, colligation steel tie；Vertical distributing bars of the installation component hypomere X to wall core； In X into wall limb mould casting concrete, and with vibrating head vibration compacting.

S04, X are to wall limb form removal：X to be produced to wall limb meet form removal condition when form removal, extract vertical duct mould out simultaneously Maintenance, reach overturn after design strength and put just, progress finished product protection is to be installed after acceptance(check).

S05, T-shaped shearing wall member installation：In the good orientation axis of engineering site ground layer bullet, T-shaped shear wall structure is lifted Part makes the splice of the vertical reinforcement, edge member vertical reinforcement of ground layer stretching and T-shaped shear wall structure to specified location The splice of the vertical reinforcement, edge member vertical reinforcement of part hypomere is corresponded and fixed, and prevents its displacement deflection.

S06, bar connecting：By the splice of one-to-one vertical reinforcement, edge member vertical reinforcement in step S05 Welding or overlap joint, installation, the horizontal reinforcement and steel tie of binding structural member hypomere.

S07, cast cast-in-place concrete：Fixed in two collateral cast-in-situ template of component hypomere and with cast-in-situ template bearing diagonal, it is hidden After covering engineering supervision acceptance(check), cast-in-place concrete, and vibration compacting are poured into a mould to component hypomere by vertical duct.

S08, installation：Form removal and conserved when form removal condition is met.

Further, should be by the exposed vertical reinforcement of Y-direction wall limb hypomere, edge member vertical reinforcement, water in step S01 Flat reinforcing bar, steel tie and stirrup set upper jacket, prevent cement mortar from polluting the reinforcing bar.

Further, in step S01, the horizontal reinforcement of Y-direction wall limb should extend to edge member end.

Further, in step S02, form removal order is：Buttress and template bearing diagonal are untied, takes out Y-direction wall limb variable cross-section Baffle plate, Y-direction wall limb side template is taken off, take off Y-direction wall limb bottom template, taken out Y-direction wall limb top template, take out Y-direction wall limb L-shaped Coupling beam support template, Y-direction wall limb L-shaped coupling beam support template, extract vertical duct mould out, being rotated by 90 ° makes cured Y-direction After wall limb is upright, component hypomere Y-direction wall core face die plate is taken off.

Further, should be by X to the exposed vertical reinforcement of wall limb hypomere, edge member vertical reinforcement, water in step S03 Flat reinforcing bar, steel tie and stirrup set upper jacket, prevent cement mortar from polluting the reinforcing bar.

Further, in step S03, X should extend to edge member end to the horizontal reinforcement of wall limb.

Further, in step S04, form removal order is：Buttress and template bearing diagonal are untied, takes out X to wall limb variable cross-section Baffle plate, X is taken off to wall limb side template, X is taken off to wall limb bottom template, takes out X to wall limb top template, take out X to wall limb L-shaped Coupling beam support template, extract vertical duct mould out, after upset is put just, take off component hypomere X to wall core face die plate.

Further, in step S03, X communicates to wall limb mould fill concrete part with the vertical duct of Y-direction wall limb When, set at the vertical duct and vertical duct stopend is installed.

Further,, should be on ground layer upper berth one before the T-shaped shearing wall member of lifting to specified location in step S05 Layer cement mortar.

Beneficial effects of the present invention.

1st, in order to overcome the T-shaped shearing wall member vertical reinforcement sleeve connection of prefabricated assembling type reinforced concrete insecure, matter The unmanageable problem of amount, the method that the present invention uses variable cross-section, exposed component hypomere both sides pars infrasegmentalis from component stretch out perpendicular Splice to reinforcing bar, edge member vertical reinforcement, use is more simple and direct, effective reinforcement welding connection method solution is T-shaped Shear wall member vertical reinforcement, the connectivity problem of edge member vertical steel.Vertical reinforcement, the edge member of component hypomere both sides erect It is h >=500mm, h+35d that splice position height to reinforcing bar is alternately arranged distance successively, meets code requirement；T-shaped shearing Wall member vertical reinforcement, the splice of edge member vertical reinforcement are exposed to be easy to welding to operate；Prefabricated assembled concrete becomes The T-shaped shearing wall member in section is subjected to again after being arranged on structured base layer, and supporting ＆ stablizing need not make somebody a mere figurehead.

2nd, reinforced concrete shear wall is made up of shearing wall member and reinforced concrete coupling beamses,《Skyscraper coagulation Soil structure technical regulation》（JGJ3-2010）" shear wall structure should have suitable lateral rigidity to the 7.1.1 articles regulation, and it is arranged It should meet the following requirements：... the suitable consistency from top to bottom of door-window opening, arrange in column, form clear and definite wall limb and coupling beam ".T-shaped shearing Wall member is made up of X to wall limb and Y-direction wall limb, and X is to wall limb and Y-direction wall limb aileron each other, the Y-direction wall limb when calculating X to wall limb It is exactly ailerons of the X to wall limb, X is exactly the aileron of Y-direction wall limb to wall limb equally when calculating Y-direction wall limb,《The Concrete Structure Design Specification》（GB50010-2010）The 9.4.3 articles edge of a wing for defining shear wall calculates width.Assembly concrete of the present invention, which becomes, to be cut The T-shaped shearing wall member in face is one of shearing wall member, is made up of the sleeper that X is formed to wall limb, Y-direction wall limb and edge member, its Cross sectional shape is T-shaped, in practical application, can process as needed be assembled into it is I-shaped, can also be according to the identical original of the present invention Reason, is directly prepared into I-shaped shearing wall member.Accordingly, based on identical inventive principle, I-shaped shear wall structure can be completed Part Mold Making, and the fabrication and installation method of shearing wall member.

3rd, the present invention solves horizontal reinforcement using the T-shaped shear wall Component of integral prefabricated assembly concrete variable cross-section Connection and various reinforcing bars fail to be interconnected and form framework of steel reinforcement problem.

4th, in order to facilitate the concrete of later stage erecting bed cast component hypomere, the present invention is using on the members Duan Zhengzhong vertical directions are uniformly arranged the special vertical duct of cast-in-place concrete, and the side of the gap of certain altitude is formed in component hypomere Method.Avoid steel tie in the position in vertical duct so that vertical reinforcement, edge member vertical reinforcement in T-shaped shearing wall member, Horizontal reinforcement and steel tie form firm framework of steel reinforcement.Weld and after the good component hypomere reinforcing bar of colligation, in component hypomere branch After supportting side template, cast-in-place concrete easily pours and vibration compacting, avoids mass defect, and is easy to detection to check and accept cast-in-place concrete Construction quality.

5th, the present invention is using the side for taking the L-shaped coupling beam bearing of concave to wall limb, Y-direction wall limb apical lateral in the X Method, facilitate the installation and connection of coupling beam or Vierendeel girder.

6th, it is real using the making mould and the present invention of the T-shaped shearing wall member of assembly concrete variable cross-section provided by the invention The construction method of the T-shaped shearing wall member of assembly concrete variable cross-section of the offer of example 4 is provided, can easily produce and meet the requirements The T-shaped shearing wall member of assembly concrete variable cross-section of the invention, and complete to install.

7th, the T-shaped shearing wall member of prefabricated reinforced concrete variable cross-section of the invention when mounted, is showed with erection cast-in-situ template Pouring concrete mode, the concrete of polishing component hypomere, make it as component epimere, and finally revert to that uiform section is T-shaped to be cut Power wall member, it is ensured that T-shaped shearing wall member has good strength and stiffness.By setting the special vertical holes of cast-in-place concrete Road so that concrete easily pours and easy vibration compacting, and manufactured shear wall corner angle are clearly demarcated and smooth, T-shaped shearing wall member Root concrete does not have mass defect, good integrity, is truly realized assembling production, has in current assembled architecture There is very strong application value.

Brief description of the drawings

Fig. 1 is a kind of structural representation for the T-shaped shearing wall member of assembly concrete variable cross-section that the embodiment of the present invention 1 provides Figure；

Fig. 2 is 1-1 in Fig. 1 to sectional view；

Fig. 3 is 2-2 in Fig. 1 to sectional view；

Fig. 4 is Y-direction in the T-shaped shear wall structure manufacture mould of a kind of assembly concrete variable cross-section that the embodiment of the present invention 2 provides Wall limb mould assembly structure diagram.Mould bottom side reinforcing bar is only listed for convenience of expression, in figure；

Fig. 5 is 3-3 in Fig. 4 to sectional view；

Fig. 6 is 4-4 in Fig. 4 to sectional view；

Fig. 7 be the embodiment of the present invention 2 provide a kind of T-shaped shear wall structure manufacture mould of assembly concrete variable cross-section in X to Wall limb mould assembly structure diagram.Mould bottom side reinforcing bar is only listed for convenience of expression, in figure；

Fig. 8 is 5-5 in Fig. 7 to sectional view；

Fig. 9 is 6-6 in Fig. 7 to sectional view；

Figure 10 is structure in the T-shaped shearing wall member implementation of a kind of assembly concrete variable cross-section that the embodiment of the present invention 4 provides Part hypomere vertical reinforcement, edge member vertical reinforced-bar-welding view；

Figure 11 is existing in the T-shaped shearing wall member implementation of a kind of assembly concrete variable cross-section that the embodiment of the present invention 4 provides 7-7 after pouring concrete in Figure 10 is to sectional view.

Parts, position and numbering in figure：11-X is to wall limb, 111- component hypomere X to wall core, 12-Y to wall limb, 121- Component hypomere Y-direction wall core, 1A- components epimere, 1B- components hypomere, 1C- splices, 1D- openings, 1E- gap, 101- are vertical Reinforcing bar, 102- horizontal reinforcements, 103- steel ties, the vertical ducts of 104-, 105- edge members, 1051- edge member vertical steels Muscle, 1052- stirrups, 106-L shape coupling beams bearing, the vertical distributing bars of 107-；

21-X to wall limb mould, 211-X to wall limb platform for making, 212-X to wall limb side template, 213-X to wall limb top template, 214- component hypomere X are to wall core face die plate, 215-X to wall limb variable cross-section baffle plate, 216-X to wall limb bottom template, 217-X to wall Limb L-shaped coupling beam support template, 22-Y are to wall limb mould, 221-Y to wall limb platform for making, 222-Y to wall limb side template, 223-Y To wall limb top template, 224- component hypomere Y-direction wall cores face die plate, 225-Y to wall limb variable cross-section baffle plate, 226-Y to wall limb bottom Side Template, 227-Y are to wall limb L-shaped coupling beam support template I, 228-Y to wall limb L-shaped coupling beam support template II；23- templates are tiltedly propped up Support, 24- buttresses, 25-Y are to wall limb bearing diagonal, the vertical duct moulds of 201-, 202- grooves, 203- rotating mechanisms, 204- vertical holes Road stopend；

31- ground layers, 32- cast-in-place concretes, 33- fine sands, 34- cast-in-situ templates, 35- cast-in-situ template bearing diagonals.

Embodiment

Technical scheme is described in detail below in conjunction with the accompanying drawings, but present disclosure is not limited to This.

Embodiment 1：

As Figure 1-3, the T-shaped shearing wall member of a kind of assembly concrete variable cross-section of the invention, including X is to wall limb 11, Y-direction Wall limb 12, to wall limb 11 and Y-direction wall limb 12, aileron, the T-shaped shearing wall member are divided into component epimere 1A and cut by becoming X each other The component hypomere 1B of the small formation of reduction of area, the entirety formed for concreting；The component epimere 1A is embedded with vertical steel Muscle 101, horizontal reinforcement 102 and steel tie 103, the X are provided with edge to wall limb 11, the outer end of Y-direction wall limb 12 and cross part Component 105, it is edge member vertical reinforcement 1051 that vertical reinforcement 101 is reinforced in the edge member 105, and is provided with stirrup 1052；The vertical reinforcement 101, edge member vertical reinforcement 1051 stretch out T-shaped shear wall top, the horizontal reinforcement 102 extend to the outer end of edge member 105；The vertical reinforcement 101, edge member vertical reinforcement 1051 stretch out T-shaped shear wall structure Part tip portion height is alternately arranged successively；The vertical reinforcement 101 or edge member vertical reinforcement 1051 and horizontal reinforcement 102 Colligation together, and passes through the drawknot of steel tie 103；The component hypomere 1B is equal from both sides relative to component epimere 1A, thickness Even diminution forms component hypomere X to wall core 111, component hypomere Y-direction wall core 121, and exposed component hypomere 1B both sides are from component epimere Vertical reinforcement 101, edge member vertical reinforcement 1051 and the stirrup 1052 that 1A bottoms are stretched out；The X is to wall limb 11, Y-direction wall limb The L-shaped coupling beam bearing 106 of 12 apical lateral concaves, for installing coupling beam or Vierendeel girder, wherein, two, 12 top of Y-direction wall limb The L-shaped coupling beam bearing 106 of the equal concave in outside, the horizontal reinforcement 102 of face L-shaped coupling beam bearing 106 is to L-shaped coupling beam bearing 106 Direction is stretched out；Component hypomere 1B both sides vertical reinforcement 101, the splice 1C of edge member vertical reinforcement 1051 are away from T-shaped It is h >=500mm, h+35d that shear wall member bottom section plan range replaces successively, it is therefore an objective to the T-shaped shear wall member of lower floor The splice 1C one-to-one corresponding welding of vertical reinforcement 101, edge member vertical reinforcement 1051 that epimere 1A stretches out or overlap joint, and T-shaped with lower floor shearing wall member, coupling beam or Vierendeel girder and floor are integrated poured；It is equal along component epimere 1A centers vertical direction Even to set multiple vertical ducts 104, the width in the vertical duct 104 is less than component epimere 1A thickness, more than component hypomere 1B Thickness, and by extending at variable cross-section to component hypomere 1B directions, respectively in component hypomere X to wall core 111, component hypomere Y-direction Wall core 121 forms the gap 1E of certain altitude, and the cross section in the vertical duct 104 is rectangle or circle；The vertical duct 104 set opening 1D on component epimere 1A tops, during so as to subsequent field installation, irrigate, vibrate component hypomere 1B coagulations Soil；State component hypomere X and be furnished with vertical distributing bar 107 to 121 liang of wall core 111, component hypomere Y-direction wall core inner sides, its effect is Prevent shear wall hypomere cracking and bending resistance, tension, resistance to compression during carry and hoist.

Embodiment 2：

As shown in figures 4-9, a kind of T-shaped shear wall structure of assembly concrete variable cross-section described in a kind of making embodiment 1 of the invention The making mould of part, including X tiltedly prop up to wall limb mould 21, Y-direction wall limb mould 22, template bearing diagonal 23, buttress 24 and Y-direction wall limb Support 25；The X includes X to wall limb platform for making 211, X to wall limb side template 212, X to wall limb top template to wall limb mould 21 213rd, component hypomere X is to wall core face die plate 214, X to wall limb variable cross-section baffle plate 215, X to wall limb bottom template 216, X to wall limb L Shape coupling beam support template 217, vertical duct mould 201；The Y-direction wall limb mould 22 includes Y-direction wall limb platform for making 221, Y-direction Wall limb side template 222, Y-direction wall limb top template 223, component hypomere Y-direction wall core face die plate 224, Y-direction wall limb variable cross-section baffle plate 225th, Y-direction wall limb bottom template 226, Y-direction wall limb L-shaped coupling beam support template227th, Y-direction wall limb L-shaped coupling beam support template II228, vertical duct mould 201；The X to wall limb side template 212 be 1 piece, it is moulding to the outboard end of wall limb 11 for X；Y-direction wall Limb side template 222 is symmetrical two blocks of identical plates, moulding for 12 two outboard ends of Y-direction wall limb.

The template bearing diagonal 23, buttress 24 support the use, for supporting X to wall limb side template 212, Y-direction wall limb side form Plate 222, X are to wall limb top template 213, Y-direction wall limb top template 223, X to wall limb bottom template 216, Y-direction wall limb bottom mould Plate 226；The X is to wall limb platform for making 211, X to wall limb L-shaped coupling beam support template 217, X to wall limb side template 212, X to wall Limb top template 213, component hypomere X are to wall core face die plate 214, X to wall limb variable cross-section baffle plate 215, X to wall limb bottom template 216th, vertical duct mould 201 encloses X and the space of concrete parts is poured into a mould to wall limb 11 jointly, and passes through template bearing diagonal 23 And the support of buttress 24 is fixed；The Y-direction wall limb platform for making 221, Y-direction wall limb L-shaped coupling beam support template I227, Y-direction wall limb L-shaped Coupling beam support template II228, Y-direction wall limb side template 222, Y-direction wall limb top template 223, component hypomere Y-direction wall core face die plate 224th, Y-direction wall limb variable cross-section baffle plate 225, Y-direction wall limb bottom template 226, vertical duct mould 201 enclose Y-direction wall limb jointly The space of 12 cast concrete parts, and fixed by template bearing diagonal 23 and the support of buttress 24.

The X is to wall limb side template 212, the shape of Y-direction wall limb side template 222, size respectively with X to wall limb 11, Y-direction wall limb 12 end face outsides are consistent；The X is to wall limb top template 213, Y-direction wall limb top template 223, X to wall limb variable cross-section baffle plate 215th, Y-direction wall limb variable cross-section baffle plate 225 is correspondingly arranged on stretches out for vertical reinforcement 101, the insertion of edge member vertical reinforcement 1051 Groove 202；The X is to wall limb L-shaped coupling beam support template 217, Y-direction wall limb L-shaped coupling beam support template I227, Y-direction wall limb L-shaped Coupling beam support template II228 is correspondingly arranged on to be embedded in for vertical reinforcement 101, edge member vertical reinforcement 1051, horizontal reinforcement 102 The groove 202 of stretching；The component hypomere X is correspondingly arranged on to wall core face die plate 214, component hypomere Y-direction wall core face die plate 224 For vertical reinforcement 101, edge member vertical reinforcement 1051, stirrup 1052 and the groove 202 of the insertion of vertical duct mould 201.

The X is to wall limb top template 213 and vertical duct mould 201, X to the top of wall limb L-shaped coupling beam support template 217 Alignment compresses；The X is to the bottom of wall limb L-shaped coupling beam support template 217 and vertical duct mould 201, X to wall limb side template 212 Hanging compresses；The Y-direction wall limb top template 223 and vertical duct mould 201, Y-direction wall limb L-shaped coupling beam support template 227th, Y-direction wall limb L-shaped coupling beam support template II228 hangings compress；The Y-direction wall limb L-shaped coupling beam support template227、Y Compressed to wall limb L-shaped coupling beam support template II228 bottoms and vertical duct mould 201, the hanging of Y-direction wall limb side template 222； The X is to wall limb variable cross-section baffle plate 215 and component hypomere X to the hanging of wall core face die plate 214；Y-direction wall limb variable cross-section baffle plate 225 with the hanging of component hypomere Y-direction wall core face die plate 224；The X is to wall limb bottom template 216 and X to wall limb side template 212nd, component hypomere X aligns to the bottom of wall core face die plate 214 and compressed；The Y-direction wall limb bottom template 226 and Y-direction wall limb side form Plate 222, the alignment of the bottom of component hypomere Y-direction wall core face die plate 224 compress.

During the component hypomere X is pieced together jointly to the top end face of wall core face die plate 214 and X to wall limb variable cross-section baffle plate 215 Empty X is identical to the cross section of wall core 111 with component hypomere X to the variable cross-section shaping die of wall limb 11, its hollow part planar shape； The top end face of component hypomere Y-direction wall core face die plate 224 pieces together hollow Y-direction wall jointly with Y-direction wall limb variable cross-section baffle plate 225 The variable cross-section shaping die of limb 12, its hollow part planar shape are identical with 121 cross sections of component hypomere Y-direction wall core.

By component hypomere X to wall core face die plate 214, X to wall limb variable cross-section baffle plate 215, component hypomere Y-direction wall core face mould Plate 224, Y-direction wall limb variable cross-section baffle plate 225 realize component epimere 1A and component hypomere 1B variable cross-section.

In use, need to be disposed in the T-shaped moulding space of shearing wall member that above-mentioned mould collectively forms vertical reinforcement 101, Edge member vertical reinforcement 1051, vertical duct mould 201, horizontal reinforcement 102, steel tie 103, vertical distributing bar 107 And stirrup 1052, then integrated poured concrete.Then operating process makes X to wall limb 11 first to make Y-direction wall limb 12 again Point.

Embodiment 3：

As shown in figs. 4 and 7, a kind of T-shaped shear wall of assembly concrete variable cross-section described in a kind of making embodiment 1 of the invention The making mould of component, it is on the basis of embodiment 2, is arranged with the Y-direction wall limb platform for making 221 transportable Rotating mechanism 203 with clamping device, after mould is removed in the cast process completion cast of Y-direction wall limb 12, pass through clamping device Fixed Y-direction wall limb 12 is simultaneously moved to maintenance process, treats that intensity meets the requirements, and moves again to X and pours into a mould process to wall limb 11, along X to The direction of wall limb 11 is rotated by 90 °, and plan cast X is horizontal to wall limb 11, is further set up X to the relative production mould of wall limb 11 Tool, the X to the fill concrete part of wall limb mould 21 communicated with the vertical duct 104 of Y-direction wall limb 12 when, in the vertical duct Set at 104 and vertical duct stopend 204 is installed, it is prefabricated to wall limb 11 to complete X；Prefabricated Y-direction wall limb 12 is completed described After being rotated by 90 ° along X to the direction of wall limb 11, fixed with Y-direction wall limb bearing diagonal 25.

Embodiment 4：

On the basis of embodiment 1-3, a kind of assembly concrete variable cross-section described in a kind of making embodiment 1 of the invention is T-shaped The construction method of wall member is sheared, includes making and the installation method of the T-shaped shearing wall member of the assembly concrete variable cross-section, presses Following steps operate：

S01, make Y-direction wall limb 12：As Figure 4-Figure 6, the Y-direction of the T-shaped shearing wall member of assembly concrete variable cross-section is first made Wall limb 12, control line, installation component hypomere Y-direction wall core face die plate 224, installation are played on smooth Y-direction wall limb platform for making 221 Simultaneously colligation is firm for the edge member vertical reinforcement 1051 and stirrup 1052 of edge member 105；The simultaneously good Y-direction wall limb mould of colligation is installed The vertical reinforcement 101 of lower floor, horizontal reinforcement 102 in 22, and by vertical reinforcement 101, edge member vertical reinforcement 1051 and stirrup In the groove 202 of 1052 insertion component hypomere Y-direction wall core face die plates 224；Y-direction wall limb side template 222, Y-direction wall limb top are installed Template 223, Y-direction wall limb bottom template 226, and the vertical reinforcement 101 on upper strata in Y-direction wall limb mould 22 is embedded into Y-direction wall limb In groove 202 corresponding to top template 223, Y-direction wall limb L-shaped coupling beam support template is installed227th, Y-direction wall limb L-shaped coupling beam bearing Template II228 and embedded vertical reinforcement 101 or edge member vertical reinforcement 1051 and horizontal reinforcement 102, on the outside of above-mentioned template Installation form bearing diagonal 23, and fixed with buttress 24；The space of groove 202 is filled and led up with fine sand 33, vertical duct mould is installed 201；Y-direction wall limb variable cross-section baffle plate 225 and embedded vertical reinforcement 101 are installed；The horizontal steel of X normal thereto to wall limb 11 is installed Muscle 102；The vertical reinforcement 101 on upper strata in Y-direction wall limb mould 22, horizontal reinforcement 102 and embedded Y-direction wall limb top template are installed 223rd, in the groove 202 of Y-direction wall limb variable cross-section baffle plate 225, insertion, colligation steel tie 103；Installation component hypomere Y-direction wall core 121 vertical distributing bar 107；By the exposed vertical reinforcement 101 of the hypomere of Y-direction wall limb 12, edge member vertical reinforcement 1051, water 1052 sets of flat reinforcing bar 102, steel tie 103 and stirrup upper jackets, prevent cement mortar from polluting the reinforcing bar；In Y-direction wall limb mould 22 Middle casting concrete, and with vibrating head vibration compacting；During, it should be noted that the horizontal reinforcement 102 of Y-direction wall limb 12 is extended always To the end of edge member 105.

S02, the form removal of Y-direction wall limb 12 and X make to wall limb 11 to be prepared：As Figure 4-Figure 6, Y-direction wall limb 12 to be produced accords with Form removal when closing form removal condition, extract vertical duct mould 201 out, fixed cured Y-direction wall limb 12, being rotated by 90 ° makes admittedly The Y-direction wall limb 12 of change keeps vertical and fixed, the keep level of Y-direction wall limb 12 that will be made；Wherein, form removal order is：Untie Buttress 24 and template bearing diagonal 23, Y-direction wall limb variable cross-section baffle plate 225 is taken out, Y-direction wall limb side template 222 is taken off, takes off Y-direction wall Limb bottom template 226, Y-direction wall limb top template 223 is taken out, takes out Y-direction wall limb L-shaped coupling beam support template227th, Y-direction wall limb L Shape coupling beam support template II228, extracts vertical duct mould 201 out, is rotated by 90 ° after making cured Y-direction wall limb 12 upright, takes off Fall component hypomere Y-direction wall core face die plate 224.

S03, X is made to wall limb 11：As Figure 7-9, pacify in smooth X to control line is played on wall limb platform for making 211 Component hypomere X is filled to wall core face die plate 214；The edge member vertical reinforcement 1051 and stirrup 1052 of installation edge member 105 are simultaneously Colligation is firm；Install and vertical reinforcement 101, the horizontal reinforcement 102 of the good X lower floors into wall limb mould 21 of colligation, and by vertical steel Muscle 101, edge member vertical reinforcement 1051 and stirrup 1052 are embedded in component hypomere X into the groove 202 of wall core face die plate 214； X is installed to wall limb side template 212, X to wall limb top template 213, X to wall limb bottom template 216, and by X to wall limb mould 21 The vertical reinforcement 101 on interior upper strata is embedded into groove 202 corresponding to X to wall limb top template 213, installs X to wall limb L-shaped coupling beam Support template 217 and embedded vertical reinforcement 101 or edge member vertical reinforcement 1051 and horizontal reinforcement 102, outside above-mentioned template Side installation form bearing diagonal 23, and fixed with buttress 24；The space of groove 202 is filled and led up with fine sand 33, vertical duct mould is installed 201；X is installed to wall limb variable cross-section baffle plate 215 and embedded vertical reinforcement 101；The vertical steel on X upper stratas into wall limb mould 21 is installed Muscle 101, horizontal reinforcement 102 and embedded X, into the groove 202 of wall limb variable cross-section baffle plate 215, insert to wall limb top template 213, X Enter, colligation steel tie 103；Vertical distributing bars 107 of the installation component hypomere X to wall core 111；By X to outside the hypomere of wall limb 11 Vertical reinforcement 101, edge member vertical reinforcement 1051, horizontal reinforcement 102, steel tie 103 and the stirrup 1052 of dew put shield Set, prevents cement mortar from polluting the reinforcing bar；In the vertical of the Y-direction wall limb 12 communicated with X to the fill concrete part of wall limb mould 21 Vertical duct stopend 204 is installed during duct 104；In X into wall limb mould 21 casting concrete, and it is close to be vibrated with vibrating head It is real；During, it should be noted that X is extended into the end of edge member 105 to the horizontal reinforcement 102 of wall limb 11.

S04, X are to wall limb form removal：As Figure 7-9, X to be produced to wall limb 11 meet form removal condition when form removal, extract out Vertical duct mould 201 simultaneously conserves, and reaches overturn after design strength and puts just, progress finished product protection is to be installed after acceptance(check)；Its In, form removal order is：Buttress 24 and template bearing diagonal 23 are untied, X is taken out to wall limb variable cross-section baffle plate 215, takes off X to wall limb side Template 212, X is taken off to wall limb bottom template 216, X is taken out to wall limb top template 213, takes out X to wall limb L-shaped coupling beam bearing Template 217, extract vertical duct mould 201 out, after upset is put just, take off component hypomere X to wall core face die plate 214.

S05, T-shaped shearing wall member installation：As shown in figs. 10-11, in the good orientation axis of the bullet of engineering site ground layer 31, One layer of cement mortar is spread, lifts T-shaped shearing wall member to specified location, vertical reinforcement 101, the edge for stretching out ground layer 31 The splice 1C of component vertical reinforcement 1051 and T-shaped shearing wall member hypomere 1B vertical reinforcement 101, edge member vertical steel The splice 1C of muscle 1051 is corresponded and fixed, and prevents its displacement deflection.

S06, bar connecting：As shown in Figure 10, it is one-to-one vertical reinforcement 101, edge member in step S05 is vertical The splice 1C welding of reinforcing bar 1051 or overlap joint, installation, binding structural member hypomere 1B horizontal reinforcement 102 and steel tie 103.

S07, cast cast-in-place concrete 32：As shown in figure 11, in two collateral cast-in-situ templates 34 of component hypomere 1B and with cast-in-place Template bearing diagonal 35 is fixed, and after hidden project inspection acceptance(check), cast-in-place coagulation is poured into a mould to component hypomere 1B by vertical duct Soil 32, and vibration compacting.

S08, installation：Form removal and conserved when form removal condition is met.

It is described above, only it is presently preferred embodiments of the present invention, and be not used to the interest field of the limitation present invention.It is any with this The technical scheme that the interest field that claim is covered is implemented, or any those skilled in the art, utilize The method content of the disclosure above makes the scheme of many possible changes and modifications, belongs to protection scope of the present invention.

Claims (10)

1. a kind of T-shaped shearing wall member of assembly concrete variable cross-section, including X is to wall limb (11), Y-direction wall limb (12), and X is to wall limb (11) it is divided into component epimere (1A) with Y-direction wall limb (12) aileron each other, the T-shaped shearing wall member and shape is reduced by variable cross-section Into component hypomere (1B), the entirety formed for concreting；The component epimere (1A) is embedded with vertical reinforcement (101), horizontal reinforcement (102) and steel tie (103)；The X is set to wall limb (11), Y-direction wall limb (12) outer end and cross part Edge member (105) is equipped with, the reinforced interior vertical reinforcement of the edge member (105) (101) is edge member vertical reinforcement (1051), and stirrup (1052) is installed；The vertical reinforcement (101), edge member vertical reinforcement (1051) stretch out T-shaped shearing At the top of wall member, the horizontal reinforcement (102) extends to edge member (105) outer end；The vertical reinforcement (101) or edge structure Part vertical reinforcement (1051) passes through steel tie (103) drawknot together with horizontal reinforcement (102) colligation；It is characterized in that： Relative to component epimere (1A), thickness uniformly reduces to form component hypomere X to wall core the component hypomere (1B) from both sides (111), component hypomere Y-direction wall core (121), the vertical steel that exposed component hypomere (1B) both sides are stretched out from component epimere (1A) bottom Muscle (101), edge member vertical reinforcement (1051) and stirrup (1052).

A kind of 2. T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 1, it is characterised in that：The X to Wall limb (11), two, Y-direction wall limb (12) apical lateral concave L-shaped coupling beam bearing (106) Y-direction wall limb (12) top are outer The L-shaped coupling beam bearing (106) of the equal concave in side；The horizontal reinforcement (102) of face L-shaped coupling beam bearing (106) is to L-shaped coupling beam bearing (106) direction is stretched out.

A kind of 3. T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 1, it is characterised in that：The structure The splice (1C) of part hypomere (1B) both sides vertical reinforcement (101), edge member vertical reinforcement (1051) is away from T-shaped shear wall structure It is h >=500mm, h+35d that part base plane distance replaces successively.

A kind of 4. T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 1, it is characterised in that：It is described perpendicular T-shaped shearing wall member tip portion height is stretched out to reinforcing bar (101), edge member vertical reinforcement (1051) to be alternately arranged successively.

A kind of 5. T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 1, it is characterised in that：Described in Component epimere (1A) center vertical direction is uniformly arranged multiple vertical ducts (104), and the width in the vertical duct (104) is less than Component epimere (1A) thickness, more than component hypomere (1B) thickness, and by extending at variable cross-section to component hypomere (1B) direction, point The gap (1E) of certain altitude is not formed to wall core (111), component hypomere Y-direction wall core (121) in component hypomere X；It is described vertical The cross section in duct (104) is rectangle or circle, and opening (1D) is set on component epimere (1A) top.

A kind of 6. T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 1, it is characterised in that：The structure Part hypomere X is furnished with vertical distributing bar (107) to wall core (111), the inner side of component hypomere Y-direction wall core (121) two.

7. a kind of making mould of the T-shaped shearing wall member of assembly concrete variable cross-section, including X is to wall limb mould (21), Y-direction wall Limb mould (22), it is characterised in that：The mould also includes template bearing diagonal (23), buttress (24), Y-direction wall limb bearing diagonal (25)；The X includes X to wall limb platform for making (211), X to wall limb side template (212), X to wall limb top to wall limb mould (21) Side Template (213), component hypomere X are to wall core face die plate (214), X to wall limb variable cross-section baffle plate (215), X to wall limb bottom template (216), X is to wall limb L-shaped coupling beam support template (217), vertical duct mould (201)；The Y-direction wall limb mould (22) includes Y To wall limb platform for making (221), Y-direction wall limb side template (222), Y-direction wall limb top template (223), component hypomere Y-direction wall core face Template (224), Y-direction wall limb variable cross-section baffle plate (225), Y-direction wall limb bottom template (226), Y-direction wall limb L-shaped coupling beam support template (227), Y-direction wall limb L-shaped coupling beam support template II (228), vertical duct mould (201)；

The X to wall limb side template (212) be 1 piece, it is moulding to wall limb (11) outboard end for X；Y-direction wall limb side template (222) It is moulding for (12) two outboard ends of Y-direction wall limb for symmetrical two blocks of identical plates；

The template bearing diagonal (23), buttress (24) support the use, for supporting X to wall limb side template (212), Y-direction wall limb side Template (222), X are to wall limb top template (213), Y-direction wall limb top template (223), X to wall limb bottom template (216), Y-direction Wall limb bottom template (226)；

The X is to wall limb platform for making (211), X to wall limb L-shaped coupling beam support template (217), X to wall limb side template (212), X To wall limb top template (213), component hypomere X to wall core face die plate (214), X to wall limb variable cross-section baffle plate (215), X to wall limb Bottom template (216), vertical duct mould (201) enclose X and the space of concrete parts are poured into a mould to wall limb (11) jointly, and lead to Cross template bearing diagonal (23) and buttress (24) support is fixed；

The Y-direction wall limb platform for making (221), Y-direction wall limb L-shaped coupling beam support template I (227), Y-direction wall limb L-shaped coupling beam bearing Template II (228), Y-direction wall limb side template (222), Y-direction wall limb top template (223), component hypomere Y-direction wall core face die plate (224), Y-direction wall limb variable cross-section baffle plate (225), Y-direction wall limb bottom template (226), vertical duct mould (201) enclose jointly Y-direction wall limb (12) pours into a mould the space of concrete parts, and is fixed by template bearing diagonal (23) and buttress (24) support；

The X is to wall limb side template (212), Y-direction wall limb side template (222) shape, size respectively with X to wall limb (11), Y-direction wall Limb (12) end face outside is consistent；

The X is to wall limb top template (213), Y-direction wall limb top template (223), X to wall limb variable cross-section baffle plate (215), Y-direction Wall limb variable cross-section baffle plate (225) is correspondingly arranged on to be stretched out for vertical reinforcement (101), edge member vertical reinforcement (1051) insertion Groove (202)；

The X connects to wall limb L-shaped coupling beam support template (217), Y-direction wall limb L-shaped coupling beam support template I (227), Y-direction wall limb L-shaped Beam support template II (228) is correspondingly arranged on for vertical reinforcement (101), edge member vertical reinforcement (1051), horizontal reinforcement (102) the embedded groove (202) stretched out；

The component hypomere X is correspondingly arranged on for vertical to wall core face die plate (214), component hypomere Y-direction wall core face die plate (224) Reinforcing bar (101), edge member vertical reinforcement (1051), stirrup (1052) and the groove of vertical duct mould (201) insertion (202)；

The X pushes up to wall limb top template (213) and vertical duct mould (201), X to wall limb L-shaped coupling beam support template (217) End alignment compresses；The X is to wall limb L-shaped coupling beam support template (217) bottom and vertical duct mould (201), X to wall limb side form Plate (212) hanging compresses；The Y-direction wall limb top template (223) connects with vertical duct mould (201), Y-direction wall limb L-shaped Beam support template(227), Y-direction wall limb L-shaped coupling beam support template II (228) hanging compresses；The Y-direction wall limb L-shaped coupling beam Support template(227), Y-direction wall limb L-shaped coupling beam support template II (228) bottoms and vertical duct mould (201), Y-direction wall limb side Template (222) hanging compresses；The X is to wall limb variable cross-section baffle plate (215) and component hypomere X to wall core face die plate (214) Hanging；Y-direction wall limb variable cross-section baffle plate (225) and component hypomere Y-direction wall core face die plate (224) hanging；The X is to wall Limb bottom template (216) and X align compression to wall limb side template (212), component hypomere X to wall core face die plate (214) bottom；Institute Y-direction wall limb bottom template (226) is stated to align with Y-direction wall limb side template (222), component hypomere Y-direction wall core face die plate (224) bottom Compress；

During the component hypomere X is pieced together jointly to wall core face die plate (214) top end face and X to wall limb variable cross-section baffle plate (215) Empty X is to wall limb (11) variable cross-section shaping die, and its hollow part planar shape and component hypomere X are to wall core (111) cross section It is identical；During component hypomere Y-direction wall core face die plate (224) top end face pieces together jointly with Y-direction wall limb variable cross-section baffle plate (225) Empty Y-direction wall limb (12) variable cross-section shaping die, its hollow part planar shape and component hypomere Y-direction wall core (121) cross section It is identical.

8. a kind of making mould of the T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 7, its feature exist In：The transportable rotating mechanism (203) with clamping device is arranged with the Y-direction wall limb platform for making (221)； Complete after prefabricated Y-direction wall limb (12) is rotated by 90 ° along X to wall limb (11) direction, it is fixed with Y-direction wall limb bearing diagonal (25).

9. a kind of construction method of the T-shaped shearing wall member of assembly concrete variable cross-section, including assembly concrete variable cross-section T The making of type shearing wall member and installation method, are operated as follows：

S01, make Y-direction wall limb (12)：The Y-direction wall limb (12) of the T-shaped shearing wall member of assembly concrete variable cross-section is first made, Control line is played on smooth Y-direction wall limb platform for making (221), installation component hypomere Y-direction wall core face die plate (224), edge is installed The edge member vertical reinforcement (1051) and stirrup (1052) of component (105) and colligation is firm；The simultaneously good Y-direction wall limb mould of colligation is installed Have the vertical reinforcement (101), horizontal reinforcement (102) of (22) interior lower floor, and by vertical reinforcement (101), edge member vertical reinforcement (1051) and in the groove (202) of the embedded component hypomere Y-direction wall core face die plate (224) of stirrup (1052)；Y-direction wall limb side form is installed Plate (222), Y-direction wall limb top template (223), Y-direction wall limb bottom template (226), and by Y-direction wall limb mould (22) interior upper strata Vertical reinforcement (101) is embedded into groove (202) corresponding to Y-direction wall limb top template (223), installs Y-direction wall limb L-shaped coupling beam branch Seat template(227), Y-direction wall limb L-shaped coupling beam support template II (228) and embedded vertical reinforcement (101) or edge member vertical steel Muscle (1051) and horizontal reinforcement (102), installation form bearing diagonal (23) on the outside of above-mentioned template, and it is fixed with buttress (24)；With Fine sand (33) fills and leads up the space of groove (202), installs vertical duct mould (201)；Y-direction wall limb variable cross-section baffle plate (225) is installed And embedded vertical reinforcement (101)；The horizontal reinforcement (102) of X normal thereto to wall limb (11) is installed；Y-direction wall limb mould is installed (22) vertical reinforcement (101) on interior upper strata, horizontal reinforcement (102) and embedded Y-direction wall limb top template (223), Y-direction wall limb, which become, cuts In the groove (202) of face baffle plate (225), insertion, colligation steel tie (103)；Installation component hypomere Y-direction wall core (121) erects To distributing bar (107)；The casting concrete in Y-direction wall limb mould (22), and with vibrating head vibration compacting；

S02, (12) form removal of Y-direction wall limb and X make to wall limb (11) to be prepared：Y-direction wall limb (12) to be produced meets form removal condition When form removal, extract vertical duct mould (201) out, fixed cured Y-direction wall limb (12), being rotated by 90 ° makes cured Y Keep vertical and fixed to wall limb (12), Y-direction wall limb (12) keep level that will be made；

S03, X is made to wall limb (11)：In smooth X to playing control line, installation component hypomere X on wall limb platform for making (211) To wall core face die plate (214)；Edge member vertical reinforcement (1051) and stirrup (1052) and the colligation of edge member (105) are installed Firmly；Simultaneously vertical reinforcement (101), horizontal reinforcements (102) of the good X of colligation to wall limb mould (21) interior lower floor is installed, and will be vertical Reinforcing bar (101), edge member vertical reinforcement (1051) and stirrup (1052) are embedded in component hypomere X to wall core face die plate (214) In groove (202)；X is installed to wall limb side template (212), X to wall limb top template (213), X to wall limb bottom template (216), And X is embedded into groove corresponding to X to wall limb top template (213) to the vertical reinforcement (101) on wall limb mould (21) interior upper strata (202) in, X is installed to wall limb L-shaped coupling beam support template (217) and embedded vertical reinforcement (101) or edge member vertical reinforcement (1051) and horizontal reinforcement (102), installation form bearing diagonal (23) on the outside of above-mentioned template, and it is fixed with buttress (24)；With thin Sand (33) fills and leads up the space of groove (202), installs vertical duct mould (201)；Install X to wall limb variable cross-section baffle plate (215) simultaneously Embedded vertical reinforcement (101)；X is installed to the vertical reinforcement (101) on wall limb mould (21) interior upper strata, horizontal reinforcement (102) and embedding Enter X to wall limb top template (213), X into the groove (202) of wall limb variable cross-section baffle plate (215), insertion, colligation steel tie (103)；Vertical distributing bars (107) of the installation component hypomere X to wall core (111)；In X coagulation is poured into wall limb mould (21) Soil, and with vibrating head vibration compacting；

S04, X are to wall limb form removal：X to be produced to wall limb (11) meet form removal condition when form removal, extract vertical duct mould out (201) and conserve, reach to overturn after design strength and put just, it is to be installed that finished product protection is carried out after acceptance(check)；

S05, T-shaped shearing wall member installation：In the good orientation axis of engineering site ground layer (31) bullet, T-shaped shear wall structure is lifted Part connects vertical reinforcement (101), the reinforcing bar of edge member vertical reinforcement (1051) that ground layer (31) stretches out to specified location The splice of head (1C) and the vertical reinforcement (101), edge member vertical reinforcement (1051) of T-shaped shearing wall member hypomere (1B) (1C) is corresponded and fixed, and prevents its displacement deflection；

S06, bar connecting：By one-to-one vertical reinforcement (101) in step S05, edge member vertical reinforcement (1051) Splice (1C) is welded or overlap joint, installation, the horizontal reinforcement (102) and steel tie (103) of binding structural member hypomere (1B)；

S07, cast cast-in-place concrete (32)：In the collateral cast-in-situ template (34) of component hypomere (1B) two and with cast-in-situ template bearing diagonal (35) it is fixed, after hidden project inspection acceptance(check), cast-in-place concrete (32) is poured into a mould to component hypomere (1B) by vertical duct, And vibration compacting；

S08, installation：Form removal and conserved when form removal condition is met.

10. a kind of construction method of the T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 9, its feature It is：, should be by the exposed vertical reinforcement (101) of Y-direction wall limb (12) hypomere, edge member vertical reinforcement in step S01 (1051), horizontal reinforcement (102), steel tie (103) and stirrup (1052) set upper jacket, prevent cement mortar from polluting the reinforcing bar； , should be by X to the exposed vertical reinforcement (101) of wall limb (11) hypomere, edge member vertical reinforcement (1051), water in step S03 Flat reinforcing bar (102), steel tie (103) and stirrup (1052) set upper jacket, prevent cement mortar from polluting the reinforcing bar.