CN207032575U - The full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement - Google Patents
The full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement Download PDFInfo
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- CN207032575U CN207032575U CN201720524960.7U CN201720524960U CN207032575U CN 207032575 U CN207032575 U CN 207032575U CN 201720524960 U CN201720524960 U CN 201720524960U CN 207032575 U CN207032575 U CN 207032575U
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Abstract
Technical field of structural engineering is the utility model is related to, discloses a kind of full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement.The utility model is vertically connected with by prefabricated panel and formed, including internal steel skeleton, reinforcing bar and the concrete walls body poured, and steel skeleton includes the reinforcing member between the vertical reinforcing bar and vertical reinforcing bar in panel edges area；Reinforcing bar includes edge reinforcement and non-edge reinforcing bar, and edge reinforcement includes weak edge and indulges muscle, and weak edge indulges muscle and fixed, is set in outside vertical reinforcing bar by horizontal hoop or lacing wire；Non-edge reinforcing bar includes wall body vertical reinforcement and wall body horizontal bar；The height of concrete walls body indulges the height of muscle, wall body vertical reinforcement and vertical reinforcing bar not higher than weak edge；The neighbouring prefabricated panel indulges muscle by corresponding vertical reinforcing bar, weak edge and wall body Vertical bar connection, junction have poured connection seam.The utility model construction is convenient, has excellent anti-seismic performance, construction quality is easy to control.
Description
Technical field
Technical field of structural engineering is the utility model is related to, it is complete more particularly to a kind of steel skeleton of weak edge member arrangement of reinforcement
Precast shear wall.
Background technology
Building industrialization is the emphasis of nation-building development,《Central State Council of China is on further strengthening city rule
Draw some opinions of implementation management work》（On 2 6th, 2016）In explicitly point out " wideling popularize assembled architecture ", " encourage
Building enterprise's fabricated construction, assembled in situ ", " building national level assembled architecture production base ", " increasing policy holding power
Degree, strive with 10 years or so time, making assembled architecture account for the ratio of new building and reaching 30% ".
China is the multiple country of an earthquake, and earthquake disaster is the natural calamity for causing China resident injures and deaths disaster most
Evil, casualties, property loss are the main losses in earthquake disaster wherein caused by megaseisms disaster.Therefore to new building
Anti-seismic performance requires more and more higher, and this requires assembled architecture to have good shearing resistance, ductility, can resist safely certain
The destruction of earthquake magnitude.
The main flow structure of building industrialization at present is that partial precast, edge member region or node region are cut using cast-in-place
Power wall construction system, good integrity of constructing, cost is relatively low, economical and practical, has good durability and fire resistance, still
Quality control on construction difficulty is larger, construction period is longer, and tensile strength is low, and anti-seismic performance is poor, under geological process ductility compared with
Difference, brittle break easily occurs.
A kind of suitable building industrialization technology how is found, and meets industrialization construction requirements, big shake can be successfully managed by having
Even megaseisms is institute's facing challenges in building industrialization.
Utility model content
A kind of construction of the utility model offer is convenient, has excellent anti-seismic performance, and construction quality is easy to the weak side of control
The full precast shear wall of steel skeleton of edge reinforced component.
The technical problem of solution is：The edge member region of existing assembled architecture or node region are cut using cast-in-place
Power wall construction system, construction quality are difficult to control, and construction period is longer, and tensile strength is low, and anti-seismic performance is poor, and ductility is poor,
Brittle break easily occurs.
In order to solve the above technical problems, the utility model adopts the following technical scheme that：
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, is vertically connected with by prefabricated panel and formed,
The prefabricated panel includes internal steel skeleton, reinforcing bar and the concrete walls body poured, and the steel skeleton includes being located at wallboard side
Reinforcing member between the vertical reinforcing bar and vertical reinforcing bar in edge area, the vertical reinforcing bar is a word steel, angle steel, channel-section steel, I-steel, H
Shape steel, Wang Zigang, special-shaped reinforcing bar, welding steel member or combinations of the above, the reinforcing member are horizontal concealed beam and/or support structure
Part, the horizontal concealed beam are located at the epimere and hypomere of vertical reinforcing bar respectively, the supporting member be arranged on horizontal concealed beam with it is vertical
Reinforcing bar encloses to be formed in framework；The reinforcing bar includes edge reinforcement and non-edge reinforcing bar, and the edge reinforcement is indulged including weak edge
Muscle, the weak edge indulge muscle and are fixed, are set in outside vertical reinforcing bar by horizontal hoop or lacing wire；The non-edge reinforcing bar includes wall body
Vertical reinforcement and wall body horizontal bar；The height of the concrete walls body indulges muscle, wall body vertical reinforcement and vertical not higher than weak edge
The height of reinforcing bar；The neighbouring prefabricated panel indulges muscle and wall body vertical reinforcement by corresponding vertical reinforcing bar, weak edge
Connection, junction have poured connection seam, and the connection seam is concrete or grouting material.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the reinforcing member includes
Horizontal concealed beam, the quantity of horizontal concealed beam is 1, is arranged on the epimere of vertical reinforcing bar.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the reinforcing member includes
Horizontal concealed beam and supporting member, the quantity of the horizontal concealed beam is 2, described respectively positioned at the epimere and hypomere of vertical reinforcing bar
Supporting member is arranged on horizontal concealed beam and encloses to be formed in framework with vertical reinforcing bar.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the wall body horizontal bar
Wallboard non-edge area is arranged on, both ends are anchored, overlap or are welded and fixed with the horizontal hoop in panel edges area or lacing wire respectively.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, prefabricated panel it is transversal
Face is in " one " font, " L " shape, "T"-shaped, " ten " font or combinations thereof, the corner regions of the L-shaped prefabricated panel, T-shaped dry wall
The node area of plate and cross prefabricated panel, which is vertically arranged with, intersects vertical reinforcing bar.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the intersection vertical steel
Bone is special-shaped reinforcing bar, has at least three vertical contact surfaces, is connected respectively with the vertical reinforcing bar in panel edges area by reinforcing member.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the supporting member is
Hound or steel plate, the hound are steel plate strip band, shaped steel or welding steel member, and the quantity of hound is no less than 1.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the wall body vertical steel
Muscle is provided with tension rib.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, it is further, described neighbouring
Corresponding vertical reinforcing bar is by welding or bolting fixation in the prefabricated panel, and muscle is indulged at weak edge and wall body vertical reinforcement passes through set
Cylinder connection, welding or overlap joint are fixed, and vertical reinforcing bar, the weak edge of connection, which are indulged to be provided with the outside of muscle and wall body vertical reinforcement, reinforces hoop
Muscle.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, further, the connecting node area
Shear key is provided with, the shear key is steel plate, shaped steel or armored concrete key.
Compared with prior art, have has the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model as follows
Beneficial effect：
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model uses full prefabricated panel, by steel construction with
Reinforced concrete structure is combined, prefabrication, joint connection in site, eliminates the built-in steel plate in whole face in conventional steel plates shear wall,
Vertical reinforcing bar is connected by wall body horizontal bar, forms shear wall steel reinforced concrete skeleton, greatly reduces the usage amount of steel；In wall
Termination, bent angle area or node area are vertically arranged shaped steel reinforcing bar, are combined with the longitudinal reinforcement or stirrup of reduction；Cut compared to country
The calculating area of reinforcement of power wall edge member defined, the panel edges area of reinforcement of the present utility model reduce more than 5%；This
Utility model prefabricated panel formed by integrally casting is prefabricated to be formed, and improves the shearing strength and anti-bending bearing capacity of shear wall, has simultaneously
Good durability and fire resistance；Compared with steel plate shear force wall, ensureing with identical shearing strength and anti-bending bearing capacity
Under execution conditions, the steel effective rate of utilization in the utility model shear wall is higher.
The full precast shear wall prefabricated construction of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, scene splicing, user
Just, the construction environment at scene is improved, construction period is substantially reduced, improves efficiency of construction；It is capable of hoisting between adjacent shear wall
Dress, is welded and fixed the shaped steel reinforcing bar being vertically arranged, makes shaping structures in advance, substantially reduces the difficulty of high-altitude construction, is easy to height
Do-nothing operation.
The full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model is also set between the reinforcing bar of shear wall
Reinforcing member, by hound and horizontal concealed beam etc., the shearing strength and anti-bending bearing capacity of shear wall are improved, improves building structure
Shock resistance.
The full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement of the present utility model is made further below in conjunction with the accompanying drawings
Explanation.
Brief description of the drawings
Fig. 1 is the structural representation of the shear wall of embodiment 1；
Fig. 2 is the structural representation of the prefabricated panel of embodiment 1 and embodiment 2；
Fig. 3 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 1；
Fig. 4 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 2；
Fig. 5 is the structural representation of the prefabricated panel of embodiment 3 and embodiment 4；
Fig. 6 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 3；
Fig. 7 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 4；
Fig. 8 is the structural representation of the prefabricated panel of embodiment 5 and embodiment 6；
Fig. 9 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 5；
Figure 10 is the structural representation of the steel skeleton of the prefabricated panel of embodiment 6.
Reference：
1- steel skeletons；The vertical reinforcing bars of 11-；The horizontal concealed beams of 21-；22- supporting members；221- hounds；31- walls body is horizontal
Muscle；32- wall body vertical reinforcements；33- tension ribs；Indulge muscle in the weak edges of 34-；4- concrete walls bodies；5- intersects vertical reinforcing bar；6- is reinforced
Stirrup；7- connection seams；8- shear keies；9- prefabricated panels.
Embodiment
Embodiment 1
As shown in Figure 1 to Figure 3, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is in " one " font；Prefabricated panel 9 include internal steel skeleton 1, reinforcing bar and
The concrete walls body 4 poured, steel skeleton 1 include the reinforcing between the vertical reinforcing bar 11 and vertical reinforcing bar 11 in panel edges area
Part, vertical reinforcing bar 11 are I-steel, and reinforcing member is horizontal concealed beam 21, and the quantity of horizontal concealed beam 21 is 1, is arranged on vertical reinforcing bar
11 epimere, both ends are welded respectively with vertical reinforcing bar 11 or bolt connection；Reinforcing bar includes edge reinforcement and non-edge reinforcing bar, edge
Reinforcing bar includes weak edge and indulges muscle 34, and weak edge indulges muscle 34 and fixed, is set in outside vertical reinforcing bar 11 by horizontal hoop or lacing wire, passes through
Colligation or welding are fixed with vertical reinforcing bar 11；Non-edge reinforcing bar includes wall body vertical reinforcement 32 and wall body horizontal bar 31, and wall body erects
Arranged in a crossed manner to reinforcing bar 32 and wall body horizontal bar 31, wall body horizontal bar 32 is arranged on wallboard non-edge area, both ends respectively with wallboard
The horizontal hoop of marginal zone or lacing wire are anchored, overlap or be welded and fixed；The height of concrete walls body 4 indulges muscle not higher than weak edge
34th, the height of wall body vertical reinforcement 32 and vertical reinforcing bar 11；Neighbouring prefabricated panel 9 by corresponding vertical reinforcing bar 11,
Muscle 34 is indulged at weak edge and wall body vertical reinforcement 32 connects, and corresponding vertical reinforcing bar 11 is indulged by welding or bolting fixation, weak edge
Muscle 34 and wall body vertical reinforcement 32 are fixed by sleeve connection, welding or overlap joint, and muscle 34 is indulged at vertical reinforcing bar 11, the weak edge of connection
It is provided with the outside of wall body vertical reinforcement 32 and reinforces stirrup 6；Junction poured connection seam 7, connection seam 7 be concrete or
Grouting material；Shear key 8 is provided with connecting node, shear key 8 is steel plate, shaped steel or armored concrete key.
Embodiment 2
As shown in Figure 2 and Figure 4, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is in " one " font；Prefabricated panel 9 include internal steel skeleton 1, reinforcing bar and
The concrete walls body 4 poured, steel skeleton 1 include the reinforcing between the vertical reinforcing bar 11 and vertical reinforcing bar 11 in panel edges area
Part, vertical reinforcing bar 11 are I-steel, and reinforcing member is horizontal concealed beam 21 and supporting member 22, and the quantity of horizontal concealed beam 21 is 2, water
Flat concealed beam 21 is located at the epimere and hypomere of vertical reinforcing bar 11 respectively, is welded with vertical reinforcing bar 11 or bolt connection；Supporting member 22
It is arranged on horizontal concealed beam 21 and vertical reinforcing bar 11 to enclose to be formed in framework, is welded with vertical reinforcing bar 11 or bolt connection；Support structure
Part 22 is hound, and hound is steel plate strip band, shaped steel or welding steel member, and the quantity of hound is 2, along framework diagonal
It is arranged in a crossed manner；Reinforcing bar includes edge reinforcement and non-edge reinforcing bar, and edge reinforcement includes weak edge and indulges muscle 34, weak edge indulge muscle 34 by
Horizontal hoop or lacing wire are fixed, are set in outside vertical reinforcing bar 11, are fixed by colligation or welding with vertical reinforcing bar 11；Non-edge steel
Muscle includes wall body vertical reinforcement 32 and wall body horizontal bar 31, and wall body vertical reinforcement 32 and wall body horizontal bar 31 are arranged in a crossed manner, wall body
Tension rib 33 is interval with vertical reinforcement 32, tension rib 33 is stirrup or lacing wire；The height of concrete walls body 4 is not higher than weak side
Edge indulges the height of muscle 34, wall body vertical reinforcement 32 and vertical reinforcing bar 11；Neighbouring prefabricated panel 9 passes through corresponding vertical steel
Muscle 34 is indulged at bone 11, weak edge and wall body vertical reinforcement 32 connects, and corresponding vertical reinforcing bar 11 is by welding or bolting fixation, weak side
Edge is indulged muscle 34 and wall body vertical reinforcement 32 and fixed by sleeve connection, welding or overlap joint, and vertical reinforcing bar 11, the weak edge of connection are indulged
Muscle 34 and the outside of wall body vertical reinforcement 32 are provided with and reinforce stirrup 6；Junction has poured connection seam 7, and connection seam 7 is coagulation
Soil or grouting material；Shear key 8 is provided with connecting node, shear key 8 is steel plate, shaped steel or armored concrete key.
Embodiment 3
As shown in Figure 5 and Figure 6, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is L-shaped；Prefabricated panel 9 includes internal steel skeleton 1, reinforcing bar and poured
Concrete walls body 4, steel skeleton 1 includes positioned at the vertical reinforcing bars 11 of L-shaped two ends, the friendship positioned at L-shaped prefabricated panel corner regions
The reinforcing member between vertical reinforcing bar 5 and vertical reinforcing bar 11 is pitched, vertical reinforcing bar 11 is H-shaped steel, and it is profile iron to intersect vertical reinforcing bar 5
Bone, there are at least two vertical contact surfaces, be connected respectively with the vertical reinforcing bar 11 in panel edges area by reinforcing member；Reinforcing member is
Horizontal concealed beam 21, the quantity of horizontal concealed beam 21 is 2, respectively positioned at the epimere of vertical reinforcing bar 11 and the vertical reinforcing bar 5 of intersection with
Section, both ends are respectively with vertical reinforcing bar 11 and intersecting vertical reinforcing bar 5 and welding or bolt connection；Reinforcing bar includes edge reinforcement and non-edge
Reinforcing bar, edge reinforcement include weak edge and indulge muscle 34, and weak edge indulges muscle 34 and fixed by horizontal hoop or lacing wire, is set in vertical reinforcing bar
Outside 11, fixed by colligation or welding with vertical reinforcing bar 11；Non-edge reinforcing bar includes wall body vertical reinforcement 32 and wall body horizontal bar
31, wall body vertical reinforcement 32 and wall body horizontal bar 31 are arranged in a crossed manner, and tension rib 33, drawknot are interval with wall body vertical reinforcement 32
Muscle 33 is stirrup or lacing wire；The height of concrete walls body 4 indulges muscle 34, wall body vertical reinforcement 32 and vertical reinforcing bar not higher than weak edge
11 height；Neighbouring prefabricated panel 9 indulges muscle 34 and wall body vertical reinforcement 32 by corresponding vertical reinforcing bar 11, weak edge
Connection, corresponding vertical reinforcing bar 11 is by welding or bolting fixation, and muscle 34 is indulged at weak edge and wall body vertical reinforcement 32 passes through sleeve
Connection, welding or overlap joint are fixed, and the vertical muscle 34 in vertical reinforcing bar 11, weak edge of connection and the outside of wall body vertical reinforcement 32 are provided with and reinforced
Stirrup 6；Junction has poured connection seam 7, and connection seam 7 is concrete or grouting material；Shear key 8 is provided with connecting node,
Shear key 8 is steel plate, shaped steel or armored concrete key.
Embodiment 4
As shown in figure 5 and figure 7, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is L-shaped；Prefabricated panel 9 includes internal steel skeleton 1, reinforcing bar and poured
Concrete walls body 4, steel skeleton 1 includes positioned at the vertical reinforcing bars 11 of L-shaped two ends, the friendship positioned at L-shaped prefabricated panel corner regions
The reinforcing member between vertical reinforcing bar 5 and vertical reinforcing bar 11 is pitched, vertical reinforcing bar 11 is H-shaped steel, and it is profile iron to intersect vertical reinforcing bar 5
Bone, there are at least two vertical contact surfaces, be connected respectively with the vertical reinforcing bar 11 in panel edges area by reinforcing member；Reinforcing member is
Horizontal concealed beam 21 and supporting member 22, horizontal concealed beam 21 positioned at vertical reinforcing bar 11 and intersect the epimere of vertical reinforcing bar 5 with respectively
Section, both ends are respectively with vertical reinforcing bar 11 and intersecting vertical reinforcing bar 5 and welding or bolt connection；Supporting member 22 is arranged on horizontal concealed beam
21 enclose to be formed in framework with vertical reinforcing bar 11, are welded with vertical reinforcing bar 11 or bolt connection；Supporting member 22 is hound, tiltedly
Strut is steel plate strip band, shaped steel or welding steel member, and the quantity of hound is 2, arranged in a crossed manner along framework diagonal；Reinforcing bar bag
Edge reinforcement and non-edge reinforcing bar are included, edge reinforcement includes weak edge and indulges muscle 34, and muscle 34 is indulged by horizontal hoop or lacing wire in weak edge
Fix, be set in outside vertical reinforcing bar 11, fixed by colligation or welding with vertical reinforcing bar 11；It is vertical that non-edge reinforcing bar includes wall body
Reinforcing bar 32 and wall body horizontal bar 31, wall body vertical reinforcement 32 and wall body horizontal bar 31 are arranged in a crossed manner, on wall body vertical reinforcement 32 between
Every provided with tension rib 33, tension rib 33 is stirrup or lacing wire；The height of concrete walls body 4 indulges muscle 34, wall body not higher than weak edge
The height of vertical reinforcement 32 and vertical reinforcing bar 11；Neighbouring prefabricated panel 9 is indulged by corresponding vertical reinforcing bar 11, weak edge
Muscle 34 and wall body vertical reinforcement 32 connect, and corresponding vertical reinforcing bar 11 indulges muscle 34 and wall by welding or bolting fixation, weak edge
Body vertical reinforcement 32 is fixed by sleeve connection, welding or overlap joint, and the vertical muscle 34 in vertical reinforcing bar 11, weak edge and wall body of connection erect
It is provided with to the outside of reinforcing bar 32 and reinforces stirrup 6；Junction has poured connection seam 7, and connection seam 7 is concrete or grouting material；Even
Connect and shear key 8 is provided with node, shear key 8 is steel plate, shaped steel or armored concrete key.
Embodiment 5
As shown in Figure 8 and Figure 9, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is T-shaped；Prefabricated panel 9 includes internal steel skeleton 1, reinforcing bar and poured
Concrete walls body 4, steel skeleton 1 include positioned at three terminations of T-shaped prefabricated panel vertical reinforcing bar 11, positioned at T-shaped prefabricated panel
Reinforcing member between the vertical reinforcing bar 5 of intersection and vertical reinforcing bar 11 in node area, vertical reinforcing bar 11 is Wang Zigang, intersects vertical reinforcing bar
5 be special-shaped reinforcing bar, has at least three vertical contact surfaces, and the vertical reinforcing bar 11 with panel edges area is connected by reinforcing member respectively
Connect；Horizontal concealed beam 21 positioned at vertical reinforcing bar 11 and intersects the epimere and hypomere of vertical reinforcing bar 5 respectively, both ends respectively with vertical reinforcing bar
11 and intersect vertical reinforcing bar 5 and weld or bolt connection；Reinforcing bar includes edge reinforcement and non-edge reinforcing bar, and edge reinforcement includes weak side
Edge indulges muscle 34, and weak edge indulges muscle 34 and fixed, is set in outside vertical reinforcing bar 11 by horizontal hoop or lacing wire, by colligation or welding with
Vertical reinforcing bar 11 is fixed；Non-edge reinforcing bar includes wall body vertical reinforcement 32 and wall body horizontal bar 31, wall body vertical reinforcement 32 and wall
Body horizontal bar 31 is arranged in a crossed manner, and tension rib 33 is interval with wall body vertical reinforcement 32, and tension rib 33 is stirrup or lacing wire；Coagulation
The height of cob wall body 4 indulges the height of muscle 34, wall body vertical reinforcement 32 and vertical reinforcing bar 11 not higher than weak edge；It is neighbouring prefabricated
Wallboard 9 indulges muscle 34 by corresponding vertical reinforcing bar 11, weak edge and wall body vertical reinforcement 32 connects, corresponding vertical reinforcing bar 11
By welding or bolting fixation, weak edge is indulged muscle 34 and wall body vertical reinforcement 32 and fixed by sleeve connection, welding or overlap joint, even
Muscle 34 is indulged at vertical reinforcing bar 11, the weak edge connect and the outside of wall body vertical reinforcement 32 is provided with and reinforces stirrup 6；Junction has poured company
Seam 7, connection seam 7 is concrete or grouting material；Be provided with shear key 8 at connecting node, shear key 8 be steel plate, shaped steel or
Person's armored concrete key.
Embodiment 6
As shown in figs, the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model, by dry wall
Plate 9 is vertically connected with composition, and the cross section of prefabricated panel 9 is T-shaped；Prefabricated panel 9 includes internal steel skeleton 1, reinforcing bar and poured
Concrete walls body 4, steel skeleton 1 include positioned at three terminations of T-shaped vertical reinforcing bar 11, positioned at T-shaped prefabricated panel node area
Intersect the reinforcing member between vertical reinforcing bar 5 and vertical reinforcing bar 11, vertical reinforcing bar 11 is Wang Zigang, intersects vertical reinforcing bar 5 for abnormity
Reinforcing bar, there are at least three vertical contact surfaces, be connected respectively with the vertical reinforcing bar 11 in panel edges area by reinforcing member；Reinforcing member
For horizontal concealed beam 21 and supporting member 22, horizontal concealed beam 21 respectively positioned at vertical reinforcing bar 11 and intersect vertical reinforcing bar 5 epimere and
Hypomere, both ends are respectively with vertical reinforcing bar 11 and intersecting vertical reinforcing bar 5 and welding or bolt connection；Supporting member 22 is arranged on horizontal dark
Beam 21 and vertical reinforcing bar 11 enclose to be formed in framework, are welded with vertical reinforcing bar 11 or bolt connection；Supporting member 22 is hound,
Hound is steel plate strip band, shaped steel or welding steel member, and the quantity of hound is 2, arranged in a crossed manner along framework diagonal；Reinforcing bar
Including edge reinforcement and non-edge reinforcing bar, edge reinforcement includes weak edge and indulges muscle 34, and muscle 34 is indulged by horizontal hoop or drawing in weak edge
Muscle is fixed, is set in outside vertical reinforcing bar 11, is fixed by colligation or welding with vertical reinforcing bar 11；Non-edge reinforcing bar erects including wall body
To reinforcing bar 32 and wall body horizontal bar 31, wall body vertical reinforcement 32 and wall body horizontal bar 31 are arranged in a crossed manner, on wall body vertical reinforcement 32
Tension rib 33 is interval with, tension rib 33 is stirrup or lacing wire；The height of concrete walls body 4 indulges muscle 34, wall not higher than weak edge
The height of body vertical reinforcement 32 and vertical reinforcing bar 11；Neighbouring prefabricated panel 9 passes through corresponding vertical reinforcing bar 11, weak edge
Vertical muscle 34 and wall body vertical reinforcement 32 connect, and corresponding vertical reinforcing bar 11 indulges the He of muscle 34 by welding or bolting fixation, weak edge
Wall body vertical reinforcement 32 is fixed by sleeve connection, welding or overlap joint, and muscle 34 and wall body are indulged in vertical reinforcing bar 11, the weak edge of connection
The outside of vertical reinforcement 32, which is provided with, reinforces stirrup 6；Junction has poured connection seam 7, and connection seam 7 is concrete or grouting material；
Shear key 8 is provided with connecting node, shear key 8 is steel plate, shaped steel or armored concrete key.
Supporting member can be equally replaced using hound using equivalent steel plate in above example.
The construction method of the full precast shear wall of steel skeleton of the weak edge member arrangement of reinforcement of the utility model is as follows：
Step 1: processing steel skeleton and reinforcing bar：Muscle is indulged at the weak edge in factory process making steel skeleton 1, panel edges area
34th, horizontal hoop or lacing wire, the wall body vertical reinforcement 32 and wall body horizontal bar 31 in non-edge area；
Step 2: formwork：Supporting module；
Step 3: colligation, fixed steel bars and reinforcing bar：According to design colligation edge reinforcement and non-edge reinforcing bar, edge reinforcement
Steel skeleton 1 is wrapped up, therewith welding or banding fixed；The colligation of edge reinforcement and non-edge reinforcing bar can be in step 1 by prefabrication
Steel reinforcement cage and/or reinforced mesh are processed into, directly fits together, colligation or be welded and fixed with steel skeleton 1；
Step 4: casting concrete：Concreting is carried out in template and is vibrated, treats that concrete structure reaches certain strong
After degree, form removal is carried out, is conserved stand-by to normal intensity；
Step 5: connection prefabricated panel：Prefabricated panel 9 is sling, alignd with the prefabricated panel 9 of lower section, will be corresponding
Muscle 34 is indulged at vertical reinforcing bar 11, weak edge and wall body vertical reinforcement 32 is connected respectively, and corresponding vertical reinforcing bar 11 passes through welding
Or bolt is fixed, weak edge is indulged muscle 34 and wall body vertical reinforcement 32 and fixed by sleeve connection, welding or overlap joint；
Step 6: pour connection seam：The supporting module at the connecting node of prefabricated panel 9, carry out concrete or grouting
Material is poured and vibrated, and is conserved, after structure reaches some strength, form removal.
Embodiment described above is only that preferred embodiment of the present utility model is described, not to this practicality
New scope is defined, and on the premise of the utility model design spirit is not departed from, those of ordinary skill in the art are to this
The various modifications and improvement that the technical scheme of utility model is made, the protection of the utility model claims book determination all should be fallen into
In the range of.
Claims (10)
1. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement, by prefabricated panel（9）Composition is vertically connected with, its feature exists
In：The prefabricated panel（9）Include the steel skeleton of inside（1）, reinforcing bar and the concrete walls body poured（4）, the steel skeleton（1）
Including the vertical reinforcing bar positioned at panel edges area（11）With vertical reinforcing bar（11）Between reinforcing member, the vertical reinforcing bar（11）For
One word steel, angle steel, channel-section steel, I-steel, H-shaped steel, Wang Zigang, special-shaped reinforcing bar, welding steel member or combinations of the above, the reinforcing
Part is horizontal concealed beam（21）And/or supporting member（22）, the reinforcing bar includes edge reinforcement and non-edge reinforcing bar, the edge steel
Muscle includes weak edge and indulges muscle（34）, muscle is indulged at the weak edge（34）Fixed by horizontal hoop or lacing wire, be set in vertical reinforcing bar
（11）Outside；The non-edge reinforcing bar includes wall body vertical reinforcement（32）With wall body horizontal bar（31）；The concrete walls body（4）'s
Highly muscle is indulged not higher than weak edge（34）, wall body vertical reinforcement（32）With vertical reinforcing bar（11）Height；It is neighbouring described pre-
Wallboard processed（9）Pass through corresponding vertical reinforcing bar（11）, weak edge indulge muscle（34）With wall body vertical reinforcement（32）Connection, junction
Connection seam is poured（7）, the connection seam（7）For concrete or grouting material.
2. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：It is described to add
Firmware includes horizontal concealed beam（21）, horizontal concealed beam（21）Quantity be 1, be arranged on vertical reinforcing bar（11）Epimere.
3. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：It is described to add
Firmware includes horizontal concealed beam（21）And supporting member（22）, the horizontal concealed beam（21）Quantity be 2, respectively positioned at vertical steel
Bone（11）Epimere and hypomere, the supporting member（22）It is arranged on horizontal concealed beam（21）With vertical reinforcing bar（11）Enclose to form frame
In frame.
4. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：The wall
Body horizontal bar（31）Wallboard non-edge area is arranged on, both ends are anchored with the horizontal hoop in panel edges area or lacing wire respectively, overlap joint
Or it is welded and fixed.
5. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：It is described pre-
Wallboard processed（9）Cross section be in " one " font, " L " shape, "T"-shaped, " ten " font or combinations thereof, the L-shaped prefabricated panel
Corner regions and T-shaped prefabricated panel, the node area of cross prefabricated panel, which are vertically arranged with, intersects vertical reinforcing bar（5）.
6. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 5, it is characterised in that：The friendship
Pitch vertical reinforcing bar（5）For special-shaped reinforcing bar, there are at least three vertical contact surfaces, respectively with the vertical reinforcing bar in panel edges area（11）
Connected by reinforcing member.
7. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：The branch
Support component（22）For hound（221）Or steel plate, the hound（221）For steel plate strip band, shaped steel or welding steel member, diagonal brace
Bar（221）Quantity be no less than 1.
8. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：The wall
Body vertical reinforcement（32）It is provided with tension rib（33）.
9. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 5, it is characterised in that：Phase up and down
The adjacent prefabricated panel（9）Vertical reinforcing bar corresponding to interior（11）With the vertical reinforcing bar of intersection（5）It is weak by welding or bolting fixation
Indulge muscle in edge（34）With wall body vertical reinforcement（32）Fixed by sleeve connection, welding or overlap joint, the vertical reinforcing bar of connection（11）、
Indulge muscle in weak edge（34）With wall body vertical reinforcement（32）Outside, which is provided with, reinforces stirrup（6）.
10. the full precast shear wall of steel skeleton of weak edge member arrangement of reinforcement according to claim 1, it is characterised in that：It is described
Connecting node area is provided with shear key（8）, the shear key（8）For steel plate, shaped steel or armored concrete key.
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