CN207405817U - A kind of assembly concrete variable cross-section is T-shaped to be sheared wall member and its makes mold - Google Patents

Abstract

The utility model 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 mold, 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) facilitate and solve the problems, such as that T-shaped shearing wall member vertical reinforcement (101), the connection of edge member vertical reinforcement (1051) are unstable using the method that is welded to connect；Solve the problems, such as that the connection of horizontal reinforcement (102) and various reinforcing bars fail to be interconnected and form framework of steel reinforcement using integral prefabricated method；By setting the special vertical duct (104) of cast-in-place concrete (32), cast-in-place concrete (32) is made easily to pour vibration compacting, avoids mass defect, is checked and accepted convenient for detection；By setting L-shaped coupling beam bearing (106), facilitate the installation of coupling beam or Vierendeel girder.

Description

A kind of assembly concrete variable cross-section is T-shaped to be sheared wall member and its makes mold

Technical field

The utility model belongs to construction material and technical field of building construction, is related to a kind of shear wall for building structure Component more particularly to a kind of T-shaped shearing wall member of assembly concrete variable cross-section and its makes mold.

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 To reinforcing bar connection mostly using sleeve grouting method, there are many problems, such as：Sleeve grouting construction process technology is more demanding, applies 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 More, one sleeve of every Vertical bar connection can cause sleeve is too close to be unfavorable for pouring into a mould concrete, and casting quality is difficult to protect Card；The material and production and processing requirement height, cost height of sleeve are unfavorable for cost-effective；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.

It a kind of assembled steel reinforced concrete shear force wall of prefabricated through hole of the disclosure of the invention of CN201410088737.3 and its applies Work method, the interior vertical reinforcements for being equipped with several vertical through holes, several flexible connections being respectively provided in 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 equipped with leg.It is perpendicular It is flexible connection 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 there are following defects：First, a large amount of cast-in-place horizontal reinforcement connectors in scene are difficult to mistake Processing is opened, and shear wall horizontal reinforcement also has the requirement that connector staggers；Second is that reinforcing bar in through hole without and shear wall both sides Vertical and horizontal reinforcement is bound, and 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 vibrates.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.

Utility model content

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 connector be difficult to processing of staggering, Vertical bar connection is insecure using sleeve connection and inconvenient quality is difficult to protect The problems such as card, the reinforcing bar of T-shaped shearing wall member does not form framework of steel reinforcement, first purpose of the utility model is to provide one kind The T-shaped shearing wall member of assembly concrete variable cross-section is set by improving the T-shaped shear wall element structure of assembly concrete variable cross-section Meter, with the assembled steel reinforced T-shaped shear wall member section of concrete variable cross-section is changed, exposed component hypomere both sides are under component epimere The splice of vertical reinforcement, edge member vertical reinforcement that portion is stretched out, using traditional easier reinforcement welding connection side Method solves T-shaped shearing wall member vertical reinforcement, the connectivity problem of edge member vertical steel；Become with integral prefabricated assembly concrete The T-shaped shear wall Component in section 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；It adopts With 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 Second purpose of utility model is to provide a kind of making mold of the T-shaped shearing wall member of assembly concrete variable cross-section.

To realize first purpose, the technical solution adopted in the utility model is：A kind of assembly concrete variable cross-section is T-shaped Wall member is sheared, including X to wall limb, Y-direction wall limb, aileron, the T-shaped shearing wall member are divided into X each other to wall limb and Y-direction wall limb Component epimere and the component hypomere to be formed is reduced by variable cross-section, the entirety formed for concreting；On the component Section is embedded with vertical reinforcement, horizontal reinforcement and steel tie；The X is provided with edge to wall limb, Y-direction wall limb outer end and cross part Component, vertical reinforcement is reinforced for edge member vertical reinforcement in the edge member, and is equipped with stirrup；The vertical steel Muscle, edge member vertical reinforcement stretch out T-shaped shear wall component top, and the horizontal reinforcement extends to edge member outer end；It is described Vertical reinforcement or edge member vertical reinforcement pass through steel tie drawknot together with horizontal reinforcement binding；It is characterized in that： Compared with component epimere, thickness uniformly reduces to form component hypomere X to wall core, component hypomere Y-direction from both sides the component hypomere Wall core, 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 is stretched 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 Member bottom section plan range is alternately successively h >=500mm, h+35d.

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 Shearing wall member T-shaped with upper strata, 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 passes through and extends 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, it is perfused, section concrete under the component that vibrates.

Further, the component hypomere X makees to wall core, two inside of component hypomere Y-direction wall core equipped with vertical distributing bar 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 in the utility model is：A kind of assembled coagulation The making mold of the T-shaped shearing wall member of native variable cross-section, including X to wall limb mold, Y-direction wall limb mold, it is characterised in that：The mould Tool further includes template bearing diagonal, buttress, Y-direction wall limb bearing diagonal；The X to wall limb mold include X to wall limb platform for making, X to Wall limb 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, X to wall limb bottom Side Template, X are to wall limb L-shaped coupling beam support template, vertical duct mold；It is flat that the Y-direction wall limb mold includes the making of Y-direction wall limb Platform, 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, Y-direction Wall limb bottom template, Y-direction wall limb L-shaped coupling beam support template, Y-direction wall limb L-shaped coupling beam support template, vertical duct mold.

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 match, and are used to support X to wall limb side template, Y-direction wall limb side template side form Plate, X are to wall limb top template, Y-direction wall limb top template, X 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, X to wall limb bottom template, vertical duct mold to wall core face die plate, X X is enclosed to the space of wall limb cast concrete parts, and passes through template bearing diagonal and buttress support fixation.

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, Y-direction wall limb Bottom template, vertical duct mold enclose jointly Y-direction wall limb cast concrete parts space, and pass through 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, 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 mold.

The X is compressed to wall limb top template and vertical duct mold, X to wall limb L-shaped coupling beam support template hanging； The X is compressed to wall limb L-shaped coupling beam support template bottom and vertical duct mold, X to wall limb side template hanging；The Y To wall limb top template and vertical duct mold, 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 mold, Y-direction wall limb side template hanging compress；The X is to wall limb variable cross-section baffle and component hypomere X to wall core face die plate Hanging；Y-direction wall limb variable cross-section baffle and component hypomere Y-direction wall core face die plate hanging；The X is to wall limb bottom template It aligns 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 piece together jointly hollow X to Wall limb variable cross-section shaping die, 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, 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 in the Y-direction wall limb platform for making, After Y-direction wall limb cast process is completed to pour into a mould and removes mold, 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 further sets up X to wall limb relative production mold, 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 mold fill concrete part communicated with the vertical duct of Y-direction wall limb when, it is perpendicular at this It is set at straight hole road and vertical duct stopend is installed.

Further, the vertical duct mold is steel pipe.Using steel pipe as vertical duct mold, vertical holes is more advantageous to Road is moulding and prefabricated prefabrication process in vertical duct mold extraction.

In use, vertical reinforcement, edge need to be disposed in the T-shaped moulding space of shearing wall member that above-mentioned mold collectively forms Component vertical reinforcement, vertical duct mold, 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.

The beneficial effects of the utility model.

1st, in order to overcome the T-shaped shearing wall member vertical reinforcement sleeve connection of prefabricated assembling type reinforced concrete insecure, matter Amount is difficult to control problem, the method that the utility model uses variable cross-section, and exposed component hypomere both sides pars infrasegmentalis from component stretches out Vertical reinforcement, edge member vertical reinforcement splice, use is more simple and direct, effective reinforcement welding connection method solves T-shaped shearing wall member vertical reinforcement, the connectivity problem of edge member vertical steel.Vertical reinforcement, the edge structure of component hypomere both sides The splice position height of part vertical reinforcement is alternately arranged distance as h >=500mm, h+35d successively, meets code requirement；It is T-shaped Shearing wall member vertical reinforcement, the splice of edge member vertical reinforcement are exposed convenient for welding operation；Prefabricated assembled coagulation The native T-shaped shearing wall member of variable cross-section is subjected to again after being mounted on structured base layer, and supporting ＆ stablizing need not make somebody a mere figurehead.

2nd, reinforced concrete shear wall is made of shearing wall member and reinforced concrete coupling beams,《Skyscraper coagulation Soil structure technical regulation》（JGJ3-2010）" shear wall structure should have suitable lateral rigidity, arrangement to the 7.1.1 articles regulation It should meet the following requirements：... the suitable consistency from top to bottom of door-window opening is arranged in column, forms specific wall limb and coupling beam ".T-shaped shearing Wall member is made 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.The utility model assembly concrete The T-shaped shearing wall member of variable cross-section is one of shearing wall member, the sleeper structure formed from X to wall limb, Y-direction wall limb and edge member Be T-shaped into, cross sectional shape, in practical application, can process as needed be assembled into it is I-shaped, can also be according to this practicality newly Type same principle is directly prepared into I-shaped shearing wall member.Correspondingly, based on identical inventive principle, can complete I-shaped Shear wall element mold makes and the fabrication and installation method of shearing wall member.

3rd, the utility model solves level using the T-shaped shear wall Component of integral prefabricated assembly concrete variable cross-section The connection of reinforcing bar 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 utility model is used in the structure Part epimere center vertical direction is uniformly arranged the special vertical duct of cast-in-place concrete, and the gap of certain altitude is formed in component hypomere Method.Avoid steel tie in the position in vertical duct so that the vertical reinforcement, edge member in T-shaped shearing wall member are vertical Reinforcing bar, horizontal reinforcement and steel tie form firm framework of steel reinforcement.After welding and having bound component hypomere reinforcing bar, under component After section support side template, cast-in-place concrete easily pours and vibration compacting, avoids mass defect, and cast-in-place mixed convenient for detection examination Coagulate the construction quality of soil.

5th, the utility model is used takes the L-shaped coupling beam bearing of concave in the X to wall limb, Y-direction wall limb apical lateral Method, facilitate the installation and connection of coupling beam or Vierendeel girder.

6th, using the making mold and this reality of the T-shaped shearing wall member of assembly concrete variable cross-section provided by the utility model The construction method of the T-shaped shearing wall member of assembly concrete variable cross-section provided with new embodiment 4, can easily produce The T-shaped shearing wall member of assembly concrete variable cross-section of satisfactory the utility model, and complete to install.

7th, the prefabricated reinforced concrete variable cross-section of the utility model is T-shaped shears wall member when mounted, with the cast-in-place mould of erection Plate cast-in-place concrete mode, the concrete of polishing component hypomere make it as component epimere, and finally revert to cross-section T Type shears wall member, it is ensured that T-shaped shearing wall member has good strength and stiffness.By setting cast-in-place concrete special vertical Duct so that concrete easily pours and easy vibration compacting, and manufactured shear wall corner angle are clearly demarcated and smooth, T-shaped shear wall structure Part root concrete does not have mass defect, and good integrity is truly realized assembling production, in current assembled architecture With very strong application value.

Description of the drawings

Fig. 1 is a kind of structure for the T-shaped shearing wall member of assembly concrete variable cross-section that the utility model embodiment 1 provides Schematic diagram；

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 the T-shaped shear wall structure manufacture mould of a kind of assembly concrete variable cross-section that the utility model embodiment 2 provides Y-direction wall limb mold assembly structure diagram in tool.Mold 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 is the T-shaped shear wall structure manufacture mould of a kind of assembly concrete variable cross-section that the utility model embodiment 2 provides X is to wall limb mold assembly structure diagram in tool.Mold 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 that the T-shaped shearing wall member of a kind of assembly concrete variable cross-section that the utility model embodiment 4 provides is implemented Component hypomere vertical reinforcement, edge member vertical reinforced-bar-welding view in method；

Figure 11 is that the T-shaped shearing wall member of a kind of assembly concrete variable cross-section that the utility model embodiment 4 provides is implemented 7-7 in method after cast-in-place concrete in Figure 10 is to sectional view.

Parts, position and number 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 is to wall limb mold, 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, 216-X to wall limb bottom template, 217- X to wall limb L-shaped coupling beam support template, 22-Y to wall limb mold, 221-Y to wall limb platform for making, 222-Y to wall limb side template, 223-Y is to wall limb top template, 224- component hypomere Y-direction wall cores face die plate, 225-Y to wall limb variable cross-section baffle, 226-Y to wall Limb bottom 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 oblique Support, 24- buttresses, 25-Y are vertical to wall limb bearing diagonal, the vertical duct molds of 201-, 202- grooves, 203- rotating mechanisms, 204- Duct stopend；

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

Specific embodiment

The technical solution of the utility model is described in detail below in conjunction with the accompanying drawings, but the content of the utility model is not It is confined to this.

Embodiment 1：

As shown in Figs. 1-3, the T-shaped shearing wall member of a kind of assembly concrete variable cross-section of the utility model, including X to wall Limb 11, Y-direction wall limb 12, X to wall limb 11 and Y-direction wall limb 12 aileron each other, the T-shaped shearing wall member be divided into component epimere 1A and The component hypomere 1B to be formed is reduced by variable cross-section, the entirety formed for concreting；The component epimere 1A is pre-buried There are vertical reinforcement 101, horizontal reinforcement 102 and steel tie 103, the X is set to wall limb 11,12 outer end of Y-direction wall limb and cross part It is equipped with edge member 105, vertical reinforcement 101 is reinforced for edge member vertical reinforcement 1051 in the edge member 105, and pacifies Equipped with stirrup 1052；The vertical reinforcement 101, edge member vertical reinforcement 1051 stretch out T-shaped shear wall component top, the water Flat reinforcing bar 102 extends to 105 outer end of edge member；The vertical reinforcement 101, edge member vertical reinforcement 1051 stretch out T-shaped cut Power wall member tip portion height is alternately arranged successively；The vertical reinforcement 101 or edge member vertical reinforcement 1051 and level Reinforcing bar 102 is bound together, and passes through 103 drawknot of steel tie；The component hypomere 1B compared with component epimere 1A, thickness from Both sides, which uniformly reduce, forms component hypomere X to wall core 111, component hypomere Y-direction wall core 121, and exposed component hypomere 1B both sides are from structure Vertical reinforcement 101, edge member vertical reinforcement 1051 and the stirrup 1052 that part epimere 1A lower parts are stretched out；The X is to wall limb 11, Y To the L-shaped coupling beam bearing 106 of 12 apical lateral concave of wall limb, for installing coupling beam or Vierendeel girder, wherein, Y-direction wall limb 12 is pushed up Two, end outside concave L-shaped coupling beam bearings 106, the horizontal reinforcement 102 of face L-shaped coupling beam bearing 106 is to L-shaped coupling beam branch 106 directions of seat are stretched out；Component hypomere 1B both sides vertical reinforcement 101, the splice 1C of edge member vertical reinforcement 1051 It is alternately successively h >=500mm, h+35d away from T-shaped shear wall member bottom section plan range, it is therefore an objective to the T-shaped shearing wall member of lower floor The splice 1C one-to-one corresponding welding of vertical reinforcement 101, edge member vertical reinforcement 1051 that component epimere 1A stretches out is taken It connects, and shearing wall member T-shaped with lower floor, coupling beam or Vierendeel girder and floor are integrated poured；It is vertical along component epimere 1A centers 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 pass through and extend at variable cross-section to component hypomere 1B directions, respectively in component hypomere X under wall core 111, component Section 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；It is described vertical Duct 104 sets opening 1D on component epimere 1A tops, during so as to subsequent field installation, is perfused, vibrate component hypomere 1B Concrete；Component hypomere X is stated to 121 liang of wall core 111, component hypomere Y-direction wall core insides equipped with vertical distributing bar 107, is made With being to prevent during carry and hoist shear wall hypomere cracking and bending resistance, tension, resistance to compression.

Embodiment 2：

As shown in figures 4-9, a kind of assembly concrete variable cross-section described in a kind of making embodiment 1 of the utility model is T-shaped The making mold of wall member is sheared, including X to wall limb mold 21, Y-direction wall limb mold 22, template bearing diagonal 23, buttress 24 and 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 to wall limb mold 21 Top template 213, component hypomere X to wall core face die plate 214, X to wall limb variable cross-section baffle 215, X to wall limb bottom template 216, X is to wall limb L-shaped coupling beam support template 217, vertical duct mold 201；It is flat that the Y-direction wall limb mold 22 includes the making of Y-direction wall limb Platform 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 become Sectioned baffle 225, 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 bearing Template II228, vertical duct mold 201；The X to wall limb side template 212 be 1 piece, it is moulding to 11 outboard end of wall limb for X；Y It is symmetrical two blocks of identical plates to wall limb side template 222, it is moulding for 12 two outboard ends of Y-direction wall limb.

The template bearing diagonal 23, buttress 24 match, and are used to support 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 215, X to wall limb bottom template 216th, vertical duct mold 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 225, Y-direction wall limb bottom template 226, vertical duct mold 201 enclose Y-direction wall limb jointly The space of 12 cast concrete parts, and pass through template bearing diagonal 23 and the support fixation of buttress 24.

The X is to wall limb side template 212,222 shape of Y-direction wall limb side template, 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 215th, Y-direction wall limb variable cross-section baffle 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, the groove 202 of 201 insertion of edge member vertical reinforcement 1051, stirrup 1052 and vertical duct mold.

The X is to wall limb top template 213 and vertical duct mold 201, X to 217 top of wall limb L-shaped coupling beam support template Alignment compresses；The X is to 217 bottom of wall limb L-shaped coupling beam support template and vertical duct mold 201, X to wall limb side template 212 Hanging compresses；The Y-direction wall limb top template 223 and vertical duct mold 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 template 227, Y-direction Wall limb L-shaped coupling beam support template II228 bottoms are compressed with vertical duct mold 201,222 hanging of Y-direction wall limb side template；Institute X is stated to wall limb variable cross-section baffle 215 and component hypomere X to 214 hanging of wall core face die plate；Y-direction wall limb variable cross-section baffle 225 With 224 hanging of component hypomere Y-direction wall core face die plate；The X to wall limb bottom template 216 and X to wall limb side template 212, Component hypomere X aligns to 214 bottom of wall core face die plate to be compressed；The Y-direction wall limb bottom template 226 and Y-direction wall limb side template 222nd, 224 bottom of component hypomere Y-direction wall core face die plate alignment compresses.

The component hypomere X is to 214 top end face of wall core face die plate and X in wall limb variable cross-section baffle 215 pieces together jointly For empty X to 11 variable cross-section shaping die of wall limb, hollow part planar shape is identical to 111 cross section of wall core with component hypomere X； 224 top end face of component hypomere Y-direction wall core face die plate pieces together hollow Y-direction wall jointly with Y-direction wall limb variable cross-section baffle 225 12 variable cross-section shaping die of limb, 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 215, component hypomere Y-direction wall core face mould Plate 224, Y-direction wall limb variable cross-section baffle 225 realize the variable cross-section of component epimere 1A and component hypomere 1B.

In use, need to be disposed in the T-shaped moulding space of shearing wall member that above-mentioned mold collectively forms vertical reinforcement 101, Edge member vertical reinforcement 1051, vertical duct mold 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 assembly concrete variable cross-section T described in a kind of making embodiment 1 of the utility model Type shears the making mold of wall member, is on the basis of embodiment 2, being arranged in the Y-direction wall limb platform for making 221 can With the mobile rotating mechanism 203 with clamping device, after the cast process of Y-direction wall limb 12 is completed to pour into a mould and removes mold, pass through Clamping device fixes Y-direction wall limb 12 and is moved to maintenance process, treats that intensity meets the requirements, moves again to X to 11 pourer of wall limb Sequence is rotated by 90 ° along X to 11 direction of wall limb, and plan cast X is made to be horizontal to wall limb 11, it is related to wall limb 11 further to set up X Make mold, the X to 21 fill concrete part of wall limb mold communicated with the vertical duct 104 of Y-direction wall limb 12 when, this erect It is set at straight hole road 104 and vertical duct stopend 204 is installed, it is prefabricated to wall limb 11 to complete X；Prefabricated Y-direction is completed described After wall limb 12 is rotated by 90 ° along X to 11 direction of wall limb, fixed with Y-direction wall limb bearing diagonal 25.

Embodiment 4：

On the basis of embodiment 1-3, a kind of assembly concrete becomes described in a kind of making embodiment 1 of the utility model The construction method of the T-shaped shearing wall member in section, includes the making and installation of the T-shaped shearing wall member of the assembly concrete variable cross-section Method operates as follows：

S01, Y-direction wall limb 12 is made：As Figure 4-Figure 6, the T-shaped shearing wall member of assembly concrete variable cross-section is first made Y-direction wall limb 12, plays control line on smooth Y-direction wall limb platform for making 221, installation component hypomere Y-direction wall core face die plate 224, The edge member vertical reinforcement 1051 and stirrup 1052 of installation edge member 105 are simultaneously bound secured；It installs and has bound Y-direction wall limb The vertical reinforcement 101 of lower floor, horizontal reinforcement 102 in mold 22, and by vertical reinforcement 101, edge member vertical reinforcement 1051 and Stirrup 1052 is embedded in the groove 202 of component hypomere Y-direction wall core face die plate 224；Y-direction wall limb side template 222, Y-direction wall limb are installed Top template 223, Y-direction wall limb bottom template 226, and the vertical reinforcement 101 on upper strata in Y-direction wall limb mold 22 is embedded into Y-direction In 223 corresponding groove 202 of wall limb top template, Y-direction wall limb L-shaped coupling beam support template is installed227th, Y-direction wall limb L-shaped coupling beam Support template II228 and embedded vertical reinforcement 101 or edge member vertical reinforcement 1051 and horizontal reinforcement 102, in above-mentioned template Outside installation form bearing diagonal 23, and fixed with buttress 24；The gap of groove 202 is filled and led up with fine sand 33, vertical porthole die is installed Tool 201；Y-direction wall limb variable cross-section baffle 225 and embedded vertical reinforcement 101 are installed；X normal thereto is installed to the level of wall limb 11 Reinforcing bar 102；The vertical reinforcement 101 on upper strata in Y-direction wall limb mold 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 225, insertion, binding steel tie 103；Installation component hypomere Y-direction wall core 121 vertical distributing bar 107；By the exposed vertical reinforcement 101 of 12 hypomere of Y-direction wall limb, 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 mold 22 Middle casting concrete, and with vibrating head vibration compacting；In the process, it should be noted that extend the horizontal reinforcement 102 of Y-direction wall limb 12 always To 105 end of edge member.

S02,12 form removal of Y-direction wall limb 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 extracts vertical duct mold 201 out, and fixed cured Y-direction wall limb 12, being rotated by 90 ° makes to have consolidated The Y-direction wall limb 12 of change keeps vertical and fixed, and 12 holding of Y-direction wall limb that will be made is horizontal；Wherein, form removal order is：It unlocks Buttress 24 and template bearing diagonal 23 take out Y-direction wall limb variable cross-section baffle 225, take off Y-direction wall limb side template 222, take off Y-direction wall Limb bottom template 226 takes out Y-direction wall limb top template 223, 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 mold 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, control line is played on wall limb platform for making 211 in smooth X, pacified 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 Binding is secured；It installs and has bound the vertical reinforcement 101 of X lower floors into wall limb mold 21, horizontal reinforcement 102, 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 mold 21 The vertical reinforcement 101 on interior upper strata is embedded into X into 213 corresponding groove 202 of wall limb top template, 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 gap of groove 202 is filled and led up with fine sand 33, vertical duct mold is installed 201；X is installed to wall limb variable cross-section baffle 215 and embedded vertical reinforcement 101；The vertical steel on X upper stratas into wall limb mold 21 is installed Muscle 101, horizontal reinforcement 102 and embedded X, into the groove 202 of wall limb variable cross-section baffle 215, are inserted to wall limb top template 213, X Enter, bind steel tie 103；Installation component hypomere X is to the vertical distributing bar 107 of wall core 111；By X outside 11 hypomere of wall limb Vertical reinforcement 101, edge member vertical reinforcement 1051, horizontal reinforcement 102, steel tie 103 and the stirrup 1052 of dew put on shield Set, prevents cement mortar from polluting the reinforcing bar；In the vertical of the Y-direction wall limb 12 communicated with X to 21 fill concrete part of wall limb mold Vertical duct stopend 204 is installed during duct 104；In X into wall limb mold 21 casting concrete, and it is close to be vibrated with vibrating head It is real；In the process, it should be noted that X is extended into 105 end of edge member 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, extraction Vertical duct mold 201 simultaneously conserves, and reaches overturn after design strength and put 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 unlocked, X is taken out to wall limb variable cross-section baffle 215, takes off X to wall limb side Template 212 takes off X to wall limb bottom template 216, takes out X to wall limb top template 213, take out X to wall limb L-shaped coupling beam bearing Template 217 extracts vertical duct mold 201 out, after overturning is put just, takes 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 31 bullet of engineering site ground layer, One layer of cement mortar is spread, lifts T-shaped shearing wall member to designated position, vertical reinforcement 101, the edge for stretching out ground layer 31 Vertical reinforcement 101, the edge member vertical steel of the splice 1C of component vertical reinforcement 1051 and T-shaped shearing wall member hypomere 1B 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, the horizontal reinforcement 102 of binding structural member hypomere 1B 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 is complete：It form removal and conserves when meeting form removal condition.

The above is only the preferred embodiment of the utility model, not limiting the interest field of the utility model. Technical solution that any interest field for being covered with the application the scope of the claims is implemented any is familiar with those skilled in the art Member makes the scheme of many possible changes and modifications using the method content of the disclosure above, belongs to the guarantor of the utility model Protect scope.

Claims (10)

1. a kind of T-shaped shearing wall member of assembly concrete variable cross-section, including X to wall limb (11), Y-direction wall limb (12), 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) binding；It is characterized in that： Compared with component epimere (1A), thickness uniformly reduces to form component hypomere X to wall core from both sides the component hypomere (1B) (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) lower part Muscle (101), edge member vertical reinforcement (1051) and stirrup (1052).

2. a kind of T-shaped shearing wall member of assembly concrete variable cross-section as described 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.

3. a kind of T-shaped shearing wall member of assembly concrete variable cross-section as described 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 Part base plane distance is alternately successively h >=500mm, h+35d.

4. a kind of T-shaped shearing wall member of assembly concrete variable cross-section as described 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.

5. a kind of T-shaped shearing wall member of assembly concrete variable cross-section as described 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 of the vertical duct (104) is less than Component epimere (1A) thickness more than component hypomere (1B) thickness, and passes through and extends 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.

6. a kind of T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 5, it is characterised in that：It is described perpendicular The cross section in straight hole road (104) is rectangle or circle, and opening (1D) is set on component epimere (1A) top.

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

8. a kind of making mold of the T-shaped shearing wall member of assembly concrete variable cross-section, including X to wall limb mold (21), Y-direction wall Limb mold (22), it is characterised in that：The mold further 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 mold (21) Side Template (213), component hypomere X are to wall core face die plate (214), X to wall limb variable cross-section baffle (215), X to wall limb bottom template (216), X is to wall limb L-shaped coupling beam support template (217), vertical duct mold (201)；The Y-direction wall limb mold (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 (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 mold (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) match, and are used to support 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 (215), X to wall limb Bottom template (216), vertical duct mold (201) enclose X to the space of wall limb (11) cast concrete parts jointly, and lead to It crosses 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 (225), Y-direction wall limb bottom template (226), vertical duct mold (201) enclose jointly Y-direction wall limb (12) pours into a mould the space of concrete parts, and passes through template bearing diagonal (23) and buttress (24) support fixation；

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 (215), Y-direction Wall limb variable cross-section baffle (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 to wall core face die plate (214), component hypomere Y-direction wall core face die plate (224) for vertical Reinforcing bar (101), edge member vertical reinforcement (1051), stirrup (1052) and the groove of vertical duct mold (201) insertion (202)；

The X is pushed up to wall limb top template (213) and vertical duct mold (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 mold (201), X to wall limb side form Plate (212) hanging compresses；The Y-direction wall limb top template (223) connects with vertical duct mold (201), Y-direction wall limb L-shaped Beam support template I (227), Y-direction wall limb L-shaped coupling beam support template II (228) hanging compress；The Y-direction wall limb L-shaped coupling beam Support template I (227), Y-direction wall limb L-shaped coupling beam support template II (228) bottoms and vertical duct mold (201), Y-direction wall limb side Template (222) hanging compresses；The X is to wall limb variable cross-section baffle (215) and component hypomere X to wall core face die plate (214) Hanging；Y-direction wall limb variable cross-section baffle (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 It compresses；

The component hypomere X is to wall core face die plate (214) top end face and X in wall limb variable cross-section baffle (215) pieces together jointly Empty X is to wall limb (11) variable cross-section shaping die, and 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 (225) Empty Y-direction wall limb (12) variable cross-section shaping die, hollow part planar shape and component hypomere Y-direction wall core (121) cross section It is identical.

9. a kind of making mold of the T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 8, feature exist In：The transportable rotating mechanism (203) with clamping device is arranged in the Y-direction wall limb platform for making (221).

10. a kind of making mold of the T-shaped shearing wall member of assembly concrete variable cross-section as claimed in claim 8, feature It is：It is solid with Y-direction wall limb bearing diagonal (25) after completing prefabricated Y-direction wall limb (12) and being rotated by 90 ° along X to wall limb (11) direction It is fixed.