CN106121085A - Assembled integral concrete shear force wall splicing structure and assembling method thereof - Google Patents
Assembled integral concrete shear force wall splicing structure and assembling method thereof Download PDFInfo
- Publication number
- CN106121085A CN106121085A CN201610685504.0A CN201610685504A CN106121085A CN 106121085 A CN106121085 A CN 106121085A CN 201610685504 A CN201610685504 A CN 201610685504A CN 106121085 A CN106121085 A CN 106121085A
- Authority
- CN
- China
- Prior art keywords
- wall
- muscle
- vertical muscle
- concrete
- shear force
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
Abstract
The invention provides a kind of assembled integral concrete shear force wall splicing structure and assembling method thereof, described splicing structure includes: one first concrete shear force wall and with described first concrete shear force wall carry out assembly at least one second concrete shear force wall, described first concrete shear force wall is precast shear wall, described at least one second concrete shear force wall is precast shear wall and/or cast-in-place shear wall, stitching portion is provided with opening or the connection stirrup of interim opening, described connection stirrup is positioned to preset installation site by translation etc. with the described first vertical muscle and/or the second vertical muscle, described connection stirrup opening is by described lacing wire and/or constraint cuff or welding fastening；Described rear pouring concrete splice region and/or cast-in-place shear wall district form overall structure by casting concrete.The present invention accelerates precast shear wall lifting and perps connects reinforcement construction speed, improves assembled integral shear wall structure and piece construction quality, facilitates consolidation service, improve work efficiency.
Description
Technical field
The present invention relates to building engineering field, particularly relate to the splicing structure of a kind of assembled integral concrete shear force wall
And assembling method.
Background technology
It is known that shear wall or shock-proof wall plate (hereinafter referred to as " wallboard ") are the important lateral resisting structures of building structure
The globality connected between part, shear wall and shear wall and deformability directly affect the anti-seismic performance of described building structure.Mixed
Perps splicing structure between solidifying soil prefabricated panel or between concrete prefabricated wall and cast-in-place concrete wall and assembling method are always
It it is a difficult problem for architectural engineering.
In assembled monolithic concrete structure, between existing precast shear wall and precast shear wall and cast-in-place shear wall it
Between edge joint position, and after water the bar connecting of edge member and generally there is constructing operation difficulty, and be easy to the design way of construction
Generally there is lapped length of steel bar deficiency and structure stress problem.It mainly has: vertical muscle is placed on what precast shear wall stretched out
Level is remained silent inside muscle, and its difficulty of construction is big, and vertical joint bar construction method easily causes construction safety problem and needs to increase peace
Full measure expense；Especially local band mould or sandwich composite wall plate are in corner and edge member junction, lack and connect reliable and side
Just the attachment structure of site operation and design, construction method.
Summary of the invention
In view of this, it is necessary to splicing structure and the assembling method thereof of a kind of assembled integral concrete shear force wall are provided,
It can be accelerated precast shear wall perps and connect reinforcement construction speed, improves precast shear wall piece and the construction matter of edge member
Amount, improves work efficiency.
A kind of assembled integral concrete shear force wall splicing structure, it is characterised in that: described splicing structure includes: one first
Concrete shear force wall and with described first concrete shear force wall carry out assembly at least one second concrete shear force wall, described first
Concrete shear force wall is precast shear wall, and described at least one second concrete shear force wall is precast shear wall and/or cast-in-place shearing
Wall, at least one precast shear wall includes a body of wall and protrudes horizontally up the muscle of remaining silent of described body of wall, remaining silent of described precast shear wall
Be preset with the some first vertical muscle near body of wall side in muscle, described cast-in-place shear wall comprise some horizontal bars and some vertically
Muscle；Be formed between described first concrete shear force wall and at least one second concrete shear force wall rear pouring concrete splice region and/
Or cast-in-place shear wall horizontal bar splice sections, described rear pouring concrete splice region and/or cast-in-place shear wall horizontal bar splice sections are provided with
Second vertical muscle, the described second vertical muscle waters splice region and/or cast-in-place shear wall horizontal bar splice sections after being positioned at precast shear wall
Within and be positioned at precast shear wall and remain silent beyond muscle, and be positioned at cast-in-place shear wall and against rear pouring concrete splice sections and affect institute
State and connect the vertical muscle that stirrup installation needs to move away temporarily；Wherein, described splicing structure also includes at least one connection stirrup, described
Connect stirrup to be provided with for the described first vertical muscle for presetting and/or the described second vertical muscle relative movement entrance connection stirrup
Interior opening, the two ends of described connection stirrup are divided in rear pouring concrete splice region and/or cast-in-place shear wall horizontal bar splice sections
Not with muscle and/or the horizontal bar overlap joint of remaining silent；Vertical to described connection stirrup and described first muscle and/or the second vertical muscle are being connected
Translation is positioned to preset installation site in stirrup, the described first vertical muscle and/or the second vertical muscle and lower floor reserved joint bar is entered
Row connects, and the junction of the described first vertical muscle and the second vertical muscle with remain silent muscle or horizontal bar is carried out colligation and fixes；Described
Rear pouring concrete splice region and/or cast-in-place shear wall form assembled integral by casting concrete and described precast shear wall and mix
Solidifying soil shear wall splicing structure.
Separately, the present invention also provides for the assembling method of the splicing structure of a kind of above-mentioned concrete prefabricated wallboard, described method
Comprise the following steps:
Step 1: precast shear wall to be assembled is lifted on installation site, and joint bar vertical with lower floor carries out para-position and grouting connects
Connect；Vertical muscle and horizontal bar in installing cast-in-place concrete shear wall, need to be set on described connection stirrup by inclination and translation
The second internal vertical muscle is in subsequent installation；
Step 2: unclamp and take out the first vertical muscle and/or put the second vertical muscle, by connect stirrup, default first erect
To the vertical muscle of muscle and/or second by including rotating, tilt, translating and descending operation so that default first vertically muscle and/or
Second vertical muscle is inserted in connecting hoop muscle from the opening connecting stirrup, and the two ends of described connection stirrup are cut with prefabricated respectively
The horizontal bar overlap joint of remain silent muscle and/or the cast-in-place shear wall of power wall；
Step 3: adjust the described first vertical muscle and/or the second vertical muscle and connection stirrup is positioned to preset installation site；Promote
First vertical muscle and/or the second vertical muscle outflow stay to space, put bottom lock hoop；
Step 4: the opening part of described connection stirrup by described lacing wire and/or constraint cuff or welded closed fasten, described in close
Mouthful muscle, connect the junction of stirrup, horizontal bar and lacing wire and vertical muscle and all carry out colligation and fix；
Step 5: described rear pouring concrete splice region and/or cast-in-place shear wall form assembled integral coagulation by casting concrete
Soil shear wall splicing structure.
Wherein, described method also includes: be all positioned to preset peace at the first vertical muscle and/or the second vertical muscle, horizontal bar
After holding position, or the described first vertical muscle and/or the second vertical muscle be connected with lower floor reserved joint bar after can't affect first
When vertical muscle and/or the second vertical muscle, the default installation site of horizontal bar arrival, by vertical to the described first vertical muscle and/or second
Muscle is connected with lower floor reserved joint bar.
Assembled integral concrete shear force wall splicing structure of the present invention and assembling method thereof can accelerate precast shear wall
Lifting and perps thereof connect reinforcement construction speed, improve precast shear wall piece and after water the construction quality of edge member, thus
It is greatly simplified working procedure, facilitates assembled work, improve work efficiency.
Accompanying drawing explanation
Fig. 1 a is an overall schematic of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 1 b is a schematic perspective view of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 1 c is the structural representation of bottom bracket in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 1 d is the structural representation of bottom bracket in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 a is the plane graph of precast shear wall one embodiment in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 b is the plane graph of another embodiment of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 c is the plane graph of another embodiment of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 d is the plane graph of another embodiment of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 e is the plane graph of another embodiment of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 2 f is the plane graph of another embodiment of precast shear wall in assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 3 a is a profile of the first embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 3 b is a profile of the second embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 3 c is a profile of the 3rd embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 4 a is a profile of the 4th embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 4 b is a profile of the 5th embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 4 c is a profile of the sixth embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 5 a is a profile of the 7th embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 5 b is a profile of the 8th embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 5 c is a profile of the 9th embodiment of assembled integral concrete shear force wall splicing structure of the present invention；
Fig. 6 a is the structural representation connecting stirrup one embodiment in the present invention；
Fig. 6 b is the structural representation connecting another embodiment of stirrup in the present invention；
Fig. 6 c is the structural representation connecting another embodiment of stirrup in the present invention；
Fig. 6 d is the structural representation connecting another embodiment of stirrup in the present invention；
Fig. 6 e is the structural representation connecting another embodiment of stirrup in the present invention；
Fig. 7 a to Fig. 7 h is the assembled process schematic of concrete prefabricated wallboard splicing structure in Fig. 4 a.
Detailed description of the invention
Below in conjunction with the accompanying drawing in embodiments of the invention, the technical scheme in embodiments of the invention is carried out clearly
Chu, it is fully described by, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.
In the case of not conflicting, the feature in following embodiment and embodiment can be mutually combined.Based on the enforcement in the present invention
Example, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into
The scope of the present invention.
Referring to Fig. 1 a and Fig. 1 b, the present invention provides a kind of assembled integral concrete shear force wall splicing structure, including: one
First concrete shear force wall 1 and with described first concrete shear force wall carry out assembly at least one second concrete shear force wall 2, institute
State the first concrete shear force wall 1 for precast shear wall, described at least one second concrete shear force wall 2 be precast shear wall and/or
Cast-in-place shear wall, at least one precast shear wall includes a body of wall 101 and protrudes horizontally up the muscle 102 of remaining silent of described body of wall 101, described
It is preset with the some first vertical muscle 103(near body of wall 101 side in the muscle 102 of remaining silent of precast shear wall and sees 13 dotted lines in Fig. 1 a
Part is first vertical muscle position when lifting with precast shear wall, and 13 bold portion are the installation position that the first vertical muscle is final
Put), described cast-in-place shear wall is referred to Fig. 5 a by some horizontal bars 302 and some vertical muscle 304() assemble；Described first coagulation
It is formed with rear pouring concrete splice region I and/or cast-in-place shear wall between soil shear wall 1 and at least one second concrete shear force wall 2
Horizontal bar splice sections I ' (referring to Fig. 5 a), described rear pouring concrete splice region I and/or cast-in-place shear wall horizontal bar splice sections I '
It is provided with the second vertical muscle 104(and refers to Fig. 4 a)；Described second vertical muscle 104 water after being positioned at precast shear wall splice region I and/or
Cast-in-place shear wall horizontal bar splice sections I ' within and be positioned at precast shear wall 1 and remain silent beyond muscle 102, and be positioned at cast-in-place shear wall
30 against rear pouring concrete splice sections I ' and affect the second vertical muscle 104 that the installation of described connection stirrup 20 needs to move away temporarily
(referring to Fig. 5 c).
Wherein, seeing also Fig. 5 a, described splicing structure also includes at least one connection stirrup 20, described connection stirrup 20
It is provided with for the described first vertical muscle 103 and the second vertical muscle 104 relative translation for presetting or rotates in connection stirrup
Opening, the two ends of described connection stirrup 20 are in rear pouring concrete splice region I and/or cast-in-place shear wall horizontal bar splice sections I ' in
Respectively with remain silent muscle 102 and/or horizontal bar 302 overlaps；By vertical to described connection stirrup 20 and described first muscle 103 and/or
The translation within connecting stirrup 20 of two vertical muscle is positioned to preset installation site, by vertical for the described first vertical muscle 103 and/or second
Muscle is attached with lower floor reserved joint bar 103 ', by the described first vertical muscle 103 and the second vertical muscle and muscle 102 or the level of remaining silent
The junction of muscle 302 carries out colligation and fixes；Described rear pouring concrete splice region I and/or cast-in-place shear wall pass through casting concrete
Form assembled integral concrete shear force wall splicing structure.
Wherein, the muscle 102 of remaining silent of described precast shear wall is provided with pre-set lacing wire 105(and refers to Fig. 4 c), described connection
Wearing described pre-set lacing wire 105 during stirrup installation, described pre-set lacing wire 105 two ends are provided with the hook part that can relatively hook,
After the described first vertical muscle 103 and/or the translation of the second vertical muscle are positioned to preset installation site, described pre-set lacing wire 105 is tight
Connection stirrup 20 or horizontal bar 302 is hooked by the described first vertical muscle 103 and/or the second vertical muscle and by its hook part.
Being appreciated that the described solderable closing of connection stirrup 20 or crotch are closed, its flat shape mostly is: tetragon, three
Dihedral polygon, and straight line is the combination of curve.
As long as it should be noted that the precast shear wall in the present invention has one include a body of wall 101 and protrude horizontally up institute
State body of wall 101 remain silent muscle 102 and body of wall 101 side is preset with the some first vertical muscle 103, other precast shear walls are permissible
Non-pre-is had to wear the structure of the first vertical muscle.
Referring to Fig. 1 b to Fig. 1 d, the described first vertical muscle 103 is temporarily solid by bottom bracket 106 or tie wire 107
Determining body of wall 101 side, described bottom bracket 106 includes base plate 1061 and by the vertically extending biside plate of base plate 1,061 1062 and front
Baffle plate 1063, described biside plate 1062 is fixed on the body of wall side of precast shear wall.The bottom of the described first vertical muscle 103 is placed
And carry out spacing, to prevent the first vertical muscle 103 double swerve by biside plate 1062 on base plate 1061.
Described biside plate 1062 gos deep into body of wall 101 side and described biside plate 1062 end offers groove 1064, described
Bottom bracket 106 also includes the structure anchor rib 1065 for snapping in described groove 1064, by described structure anchor rib 1065
With coordinating so that bottom bracket 106 is fixed on body of wall 101 side of precast shear wall of groove 1064.
Preferably, the recess 1066 for dodging the first vertical muscle 103 it is additionally provided with outside described front apron 1063.
It should be noted that described assembled integral concrete shear force wall splicing structure also includes for hooking first vertical
The piece reinforcing steel 30(of muscle 103 and/or the second vertical muscle refers to Fig. 3 c).
Referring to Fig. 2 a to Fig. 2 f, in the present invention, in assembled integral concrete shear force wall, precast shear wall includes three kinds:
Common precast shear wall (see Fig. 2 a), band mould precast shear wall (see Fig. 2 b and Fig. 2 c) and sandwich compound precast shear wall are (see figure
2d, Fig. 2 e and Fig. 2 f), wherein, described common precast shear wall includes a body of wall 101 and protrudes horizontally up closing of described body of wall 101
Mouth muscle 102, is preset with the some first vertical muscle 103, institute near body of wall 101 side in the muscle 102 of remaining silent of described precast shear wall
State the first vertical muscle 103 and fix body of wall side by bottom bracket 106 or tie wire 107 temporarily.
Compared to common precast shear wall, described band mould precast shear wall also includes being fixedly connected on described body of wall 101
Die body 108 and the band die drawing muscle stretched out by described die body 108 or draw hoop 109(see Fig. 2 b and Fig. 2 c)；Described sandwich compound prefabricated
Shear wall include being fixedly connected on the siphonal lobe wall 101 ' of described body of wall 101, sandwich heat preservation material layer 102 ' and and end be located at
Described lacing wire between siphonal lobe wall 101 ' and body of wall 101 or draw hoop 109 ' (see Fig. 2 d, Fig. 2 e and Fig. 2 f).
In the present embodiment, the muscle 102 of remaining silent of described precast shear wall, in square type, passes through connecting hoop between two precast shear walls
Muscle 20 i.e. meets strong ties requirement with the mutual overlap joint of muscle 102 of remaining silent.It is appreciated that the muscle 102 of remaining silent of described precast shear wall
Can be with triangle or minor face shape broken line, and band arc or the broken line of curved section, as long as described in remain silent muscle 102 and described wall
Body 101 surrounds a closing space.
Refer to that Fig. 3 a, Fig. 3 a is the first embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.In the present embodiment, described first concrete shear force wall and the second concrete shear force wall are precast shear wall, and described
First concrete shear force wall and the second concrete shear force wall are in-line splicing.That is, assembled integral concrete shear of the present invention
Wall splicing structure 100 includes: in in-line, two precast shear wall 10(of splicing are common precast shear wall) and connect stirrup
20, described precast shear wall 10 includes a body of wall 101 and protrudes horizontally up the muscle 102 of remaining silent of described body of wall 101, described prefabricated cuts
It is preset with the some first vertical muscle 103, described two precast shear walls 10 near body of wall 101 side in the muscle 102 of remaining silent of power wall 10
Between be formed with rear pouring concrete splice region I；Wherein, described connection stirrup 20 is provided with for the described first vertical muscle for presetting
103 relative translations or rotate into the opening II connected in stirrup 20, the two ends of described connection stirrup 20 are spelled at rear pouring concrete
Overlap with muscle 102 of remaining silent respectively in meeting district I；By vertical to described connection stirrup 20 and described first muscle 103 within connecting stirrup 20
Translation is positioned to preset installation site, the described first vertical muscle 103 and lower floor reserved joint bar is attached, erects described first
Carry out colligation to the junction of muscle 103 with muscle 102 of remaining silent to fix；Described rear pouring concrete splice region I passes through casting concrete shape
Become assembled integral concrete shear force wall splicing structure.
Wherein, described vertical muscle 103 is the body of wall side being pre-set at precast shear wall 1 by temporary fastening device,
Described vertical muscle 103 lifts with precast shear wall during precast shear wall assembly below, is adjusted to sprocket bit by translation
Put.In the present embodiment, described temporary fastening device is bottom bracket 106 and is located at vertical muscle 103 top or the colligation at middle part
Iron wire (not shown).This makes it possible to ensure that interim fixing vertical muscle does not falls when lifting with precast shear wall, with
Time to stretch out the length beyond precast shear wall height very limited without affecting movement requirement.Vertical muscle temporary fastening device system
Make processing cost the highest, affect construction costs little.
Referring to Fig. 6 a, in the present embodiment, described connection stirrup 20 includes the portion of remaining silent 201, respectively by described portion 201 of remaining silent
The 202, second straight-arm portion 203 of the first straight-arm portion that two ends extend in the same direction, the other end in described first straight-arm portion 202 is extended with first
Curved boom portion 204 and the first closure 205, the other end in described second straight-arm portion 203 is extended with the second curved boom portion 206 and second and closes
Conjunction portion 207, described first curved boom portion 204 is oppositely arranged with the second curved boom portion 206, described first closure 205 and the second Guan Bi
Portion 207 is oppositely arranged, and forms opening II between described first closure 205 and the second closure 207.So, cut prefabricated
During power wall assembly, the described first vertical muscle 103 and/or the second vertical muscle 104 can be translated into connecting hoop by opening II
Muscle 20 is internal, thus running fix is in installation site further.
The opening II of described connection stirrup 20 is for for described vertical muscle 103 and/or the second vertical muscle 104 company of being translated into
Inside box cupling muscle, the A/F of described opening II is slightly larger than needing to pass through vertical muscle 103 and/or the second vertical muscle 104
Major diameter, crotch and the lap of splice meet force request.
After the described first vertical muscle 103 and/or the second vertical muscle 104 are positioned over installation site, described first closure
205 and second can be relatively closed and fastened by Spiral Reinforcement Binding Course cuff 208 between closure 207, thus to vertical steel
Muscle plays fixing restriction effect.Separately, the two ends in described first curved boom portion 204 and the second curved boom portion 206 can be provided for hooking in
First curved boom portion 204 and the lacing wire 209 in the second curved boom portion 206, to play further fastening effect.
Described Spiral Reinforcement Binding Course cuff 208 can be circular, oval or other shape, can circle or a multi-turn.
Refer to the cuing open of the second embodiment that Fig. 3 b, Fig. 3 b is assembled integral concrete shear force wall splicing structure of the present invention
Face figure.Compared to first embodiment, difference in this case is that: described first concrete shear force wall and the second concrete shear
Wall is sandwich compound precast shear wall, and described first concrete shear force wall and the second concrete shear force wall are, and in-line is spelled
Connect.Described assembled integral concrete shear force wall splicing structure 100 includes: the two of the splicing sandwich compound prefabricated shearing in in-line
Wall 10 and connection stirrup 20.
Referring to Fig. 6 b, described connection stirrup 20 includes the portion of remaining silent 201, is prolonged in the same direction by described two ends, portion 201 of remaining silent respectively
The 202, the second straight-arm portion 203 of the first straight-arm portion stretched, the other end in described first straight-arm portion 202 is extended with the first closure 205,
The other end in described second straight-arm portion 203 is extended with the second closure 207, described first closure 205 and the second closure 207
It is oppositely arranged, and between described first closure 205 and the second closure 207, forms opening II.So, spell at precast shear wall
In process of assembling, the described first vertical muscle 103 and/or the second vertical muscle 104 can be translated into connecting in stirrup 20 by opening II
Portion, thus running fix is in installation site further.
After the described first vertical muscle 103 and/or the second vertical muscle 104 are positioned over installation site, described first closure
205 and second can be fastened by welded closed between closure 207, thus to the first vertical muscle 103 and/or the second vertical muscle
104 play fixing restriction effect.It should be noted that between docking with the second closure 207 according to described first closure 205
Distance, described first closure 205 and the second closure 207 welding manner can be butt welding or joint welding.Separately, close when described first
When conjunction portion 205 does not welds with the second closure 207, described first closure 205 can be arranged with the second closure 207 two ends
For hooking in the first closure 205 and lacing wire (not shown) of the second closure 207, to play further fastening effect.
Refer to that Fig. 3 c, Fig. 3 c is the 3rd embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.Compared to first embodiment, difference in this case is that: described first concrete shear force wall and the second concrete are cut
Power wall is band mould precast shear wall, and described first concrete shear force wall and the second concrete shear force wall are in-line splicing.
Described assembled integral concrete shear force wall splicing structure 100 includes: the band mould precast shear wall 10 spliced in in-line and company
Box cupling muscle 20.Described assembled integral concrete shear force wall splicing structure 100 also includes: be used for hooking the first vertical muscle 103 and/
Or the second piece reinforcing steel 30 of vertical muscle 104.
Referring to Fig. 6 c, described connection stirrup 20 includes the portion of remaining silent 201, is prolonged in the same direction by described two ends, portion 201 of remaining silent respectively
The 202, the second straight-arm portion 203 of the first straight-arm portion stretched, the other end in described first straight-arm portion 202 is extended with the first closure 205,
The other end in described second straight-arm portion 203 is extended with the second closure 207, described first closure 205 and the second closure 207
It is oppositely arranged, and between described first closure 205 and the second closure 207, forms opening II.So, spell at precast shear wall
In process of assembling, the described first vertical muscle 103 and/or the second vertical muscle 104 can be translated into connecting in stirrup 20 by opening II
Portion, thus running fix is in installation site further.
After the described first vertical muscle 103 and/or the second vertical muscle 104 are positioned over installation site, described first closure
205 and second can be relatively closed and fastened by Spiral Reinforcement Binding Course cuff 208 between closure 207, thus to described the
One vertical muscle 103 and/or the second vertical muscle 104 play fixing restriction effect.Separately, the 202, second straight-arm portion of described first straight-arm portion
The two ends of 203 can be provided for hooking in the lacing wire 209 in the 202, second straight-arm portion 203 of the first straight-arm portion, the tightest to play
Gu effect.
It is appreciated that assembled integral concrete shear force wall splicing structure of the present invention also includes: described first concrete is cut
Power wall is precast shear wall, and described second concrete shear force wall is cast-in-place shear wall, i.e. one precast shear wall and a cast-in-place shearing
Wall is in-line splicing, and the splicing structure of its splicing structure and two precast shear walls is similar to, simply its cast concrete region
Except connecting rear pouring concrete splice region and the splicing of cast-in-place shear wall horizontal bar of the muscle overlap joint of remaining silent of stirrup and precast shear wall
Outside Duan, cast-in-place shear wall is also required to carry out pouring into a mould concrete.
Refer to that Fig. 4 a, Fig. 4 a is the 4th embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.In the present embodiment, described first concrete shear force wall and the second concrete shear force wall are precast shear wall, and described
First concrete shear force wall and the L-shaped splicing of the second concrete shear force wall.That is, assembled integral concrete shear force wall of the present invention is spelled
Assembling structure 200 includes: two sandwich compound precast shear walls 10 and two of L-shaped splicing connect stirrup 20, described sandwich compound pre-
Shear wall 10 processed includes a body of wall 101 and protrudes horizontally up the muscle 102 of remaining silent of described body of wall 101, closing of described precast shear wall 10
It is preset with the some first vertical muscle 103 near body of wall 101 side in mouth muscle 102, is formed between described two precast shear walls 10
Rear pouring concrete splice region I, described rear pouring concrete splice region I install after being provided with non-the second default vertical muscle 104(scene)；
Wherein, described connection stirrup 20 is provided with for supplying the described first vertical muscle 103 and the second vertical muscle 104 relative translation or being rotated into
Enter to connect the opening II in stirrup 20, the two ends of described connection stirrup 20 in rear pouring concrete splice region I respectively with muscle of remaining silent
102 overlap joints；The two ends of described connection stirrup 20 overlap with muscle 102 of remaining silent in rear pouring concrete splice region I respectively；Connect stirrup
20 are connected stirrup 20 with another overlaps；Vertical to described connection stirrup and described first muscle 103 and the second vertical muscle 104 are being connected
In box cupling muscle 20, by rotating, tilt and translation being positioned to preset installation site, the vertical muscle 103 of default first is from connecting hoop
The opening II of muscle 20 enters and to be finally positioned rear pouring concrete splice region I interior and be positioned at the region within muscle 102 of remaining silent；And institute
Stating the second vertical muscle 104 is to install at the scene, i.e. enters from the opening II connecting stirrup 20 and is finally positioned rear pouring concrete
In the I of splice region and be positioned at region outside muscle 102 of remaining silent and (be the second vertical muscle 104 see 4, the upper right corner solid dot of Fig. 4 a
Whole installation site)；Described first vertical muscle 103 and the second vertical muscle 104 and lower floor reserved joint bar are attached, erect first
Carry out colligation to the junction of muscle 103 and the second vertical muscle 104 with muscle 102 of remaining silent to fix；Described rear pouring concrete splice region I leads to
Cross casting concrete and form assembled integral concrete shear force wall splicing structure.
Referring to Fig. 6 d, in the present embodiment, described connection stirrup 20 includes the portion of remaining silent 201, respectively by described portion 201 of remaining silent
The 202, second straight-arm portion 203 of the first straight-arm portion that two ends extend in the same direction, the other end in described first straight-arm portion 202 is extended with first
Curved boom portion 204 and the first mouth-sealed portion 205 ', the other end in described second straight-arm portion 203 is extended with the second curved boom portion 206 and second
Mouth-sealed portion 207 ', described first curved boom portion 204 is oppositely arranged with the second curved boom portion 206, described first mouth-sealed portion 205 ' and second
Mouth-sealed portion 207 ' is oppositely arranged, and forms opening between described first closure the first mouth-sealed portion 205 ' and the second mouth-sealed portion 207 '
II.So, during precast shear wall assembly, the described first vertical muscle 103 and/or the second vertical muscle 104 can pass through opening
II is translated into connecting inside stirrup, thus running fix is in installation site further.
After the described first vertical muscle 103 and/or the second vertical muscle 104 are positioned over installation site, described first mouth-sealed portion
205 ' and second are fastened by the lacing wire 208 ' of two ends band crotch between mouth-sealed portion 207 ', thus play vertical reinforcement fixing
Restriction effect.Separately, the two ends in described first curved boom portion 204 and the second curved boom portion 206 can be provided for hooking in the first curved boom
Portion 204 and the constraint lacing wire 209 ' in the second curved boom portion 206, to play further fastening effect.
Refer to that Fig. 4 b, Fig. 4 b is the 5th embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.Compared to the 4th embodiment, difference in this case is that: described first concrete shear force wall and the second concrete are cut
Power wall is common precast shear wall, and described first concrete shear force wall and the L-shaped splicing of the second concrete shear force wall.Described
Assembled integral concrete shear force wall splicing structure 200 includes: the common precast shear wall 10 of the two of L-shaped splicing and two connecting hoops
Muscle 20, the described second vertical muscle 104 enters from the opening II connecting stirrup 20 and is finally positioned in rear pouring concrete splice region I
And it is positioned at the region outside muscle 102 of remaining silent.(6, the upper right corner solid dot see Fig. 4 b is the second vertical final installation position of muscle 104
Put)；
Referring to Fig. 6 e, described connection stirrup 20 includes the portion of remaining silent 201, is remained silent what two ends, portion 201 extended in the same direction by described respectively
First the 202, second straight-arm portion 203 of straight-arm portion, the other end in described first straight-arm portion 202 is extended with the first closure 205, described
The other end in the second straight-arm portion 203 is extended with the second closure 207, and described first closure 205 is relative with the second closure 207
Arrange, and between described first closure 205 and the second closure 207, form opening II.So, in precast shear wall assembly
Cheng Zhong, the described first vertical muscle 103 and/or the second vertical muscle 104 can be translated into connecting inside stirrup by opening II, thus
Running fix is in installation site further.
After the described first vertical muscle 103 and/or the second vertical muscle 104 are positioned over installation site, described first closure
Vertical reinforcement by joint welding Guan Bi fastening, thus can be played fixing restriction effect between closure 207 by 205 and second.Separately work as
When described first closure 205 does not welds with the second closure 207, described first closure 205 and the second closure 207
Two ends can be provided for hooking in the first closure 205 and lacing wire (not shown) of the second closure 207, the tightest to play
Gu effect.
Refer to that Fig. 4 c, Fig. 4 c is the sixth embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.Compared to the 4th embodiment, difference in this case is that: described first concrete shear force wall and the second concrete are cut
Power wall is band mould precast shear wall, and described first concrete shear force wall and the L-shaped splicing of the second concrete shear force wall.Described
Assembled integral concrete shear force wall splicing structure 200 includes: two band mould precast shear wall 10 and two connecting hoops of L-shaped splicing
Muscle 20, the described second vertical muscle 104 is to install at the scene, i.e. waters after the opening II connecting stirrup 20 enters and is finally positioned
In the I of concrete splice region and be positioned at region outside muscle 102 of remaining silent and (be second see 4, the upper right corner solid dot of Fig. 4 c vertical
The final installation site of muscle 104)；
In the present embodiment, described connection stirrup 20 with Fig. 6 c is connected stirrup shape and effect the most identical, just repeat no more at this.
It should be noted that in Fig. 4 a to Fig. 4 c, described two shapes connecting stirrup can be different, as long as meeting aforementioned company
The condition flag of box cupling muscle.
Refer to that Fig. 5 a, Fig. 5 a is the 7th embodiment of assembled integral concrete shear force wall splicing structure of the present invention one
Profile.Wherein, in the present embodiment, described first concrete shear force wall is precast shear wall, described second concrete shear force wall
It is a precast shear wall and a cast-in-place shear wall, and described two precast shear walls and the T-shaped splicing of cast-in-place shear wall.That is, this
Bright assembled integral concrete shear force wall splicing structure 300 includes: two precast shear wall 10(the present embodiment of T-shaped splicing are equal
For common precast shear wall), a cast-in-place shear wall 30 and two connect stirrups 20, described precast shear wall 10 includes a body of wall 101
And protrude horizontally up the muscle 102 of remaining silent of described body of wall 101, near body of wall 101 side in the muscle 102 of remaining silent of described precast shear wall 10
Face is preset with the some first vertical muscle 103, and described cast-in-place shear wall 30 is made up of some horizontal bars 302 and vertical muscle 304；Described
Rear pouring concrete splice region I and the splicing of cast-in-place shear wall horizontal bar it is formed with between two precast shear walls 10 and cast-in-place shear wall 30
Section I ', described cast-in-place shear wall horizontal bar splice sections I ' it is provided with non-the second default vertical muscle 104；Wherein, described connection stirrup
20 are provided with for the described first vertical muscle 103 for presetting and the described second vertical muscle 104 relative movement entrance connection stirrup 20
Interior opening II, one of them connects the two ends of stirrup 20 at rear pouring concrete splice region I
Muscle 102 of remaining silent with two precast shear walls 10 overlaps respectively, and another connects the two ends of stirrup 20 at cast-in-place shear wall water
Flat muscle splice sections I ' respectively horizontal bar 302 with remain silent muscle 102 and the cast-in-place shear wall 30 of a precast shear wall 10 overlap.
By fixed to vertical to described connection stirrup and described first muscle 103 and the translation within connecting stirrup 20 of the second vertical muscle 104
Being positioned at default installation site, the vertical muscle 103 of default first is after entering from the opening II connecting stirrup 20 and be finally positioned
In the I of pouring concrete splice region and be positioned at the region within muscle 102 of remaining silent；And the described second vertical muscle 104 in-site installation, i.e. from even
The opening II of box cupling muscle 20 enters and to be finally positioned rear pouring concrete splice region I interior and be positioned at the region outside muscle 102 of remaining silent
(see cast-in-place shear wall horizontal bar splice sections I of Fig. 5 a ' in 6 solid dot be the second vertical final installation site of muscle 104)；Will
Described first vertical muscle 103 and the second vertical muscle 104 and lower floor reserved joint bar are attached, by the first vertical muscle 103 and second
The junction of vertical muscle 104 and remain silent muscle 102 and horizontal bar 302 carries out colligation and fixes；Described rear pouring concrete splice region I and existing
Water shear wall and form assembled integral concrete shear force wall splicing structure by casting concrete.
In the present embodiment, said two connect stirrup 20 respectively with Fig. 6 d and Fig. 6 e are connected stirrup shape and effect homogeneously
With, just repeat no more at this.Certainly, said two connects stirrup 20 can also use the connection stirrup of other shapes, if full
The condition flag of the aforementioned connection stirrup of foot.
Refer to the cuing open of the 8th embodiment that Fig. 5 b, Fig. 5 b is assembled integral concrete shear force wall splicing structure of the present invention
Face figure.Compared to the 7th embodiment, difference in this case is that:
Described first concrete shear force wall is sandwich compound precast shear wall, and described second concrete shear force wall is two prefabricated shearings
Wall, one of them is sandwich compound precast shear wall, and another is common precast shear wall, and described three precast shear walls in
T-shaped splice, the two ends of described connection stirrup 20 overlap with muscle 102 of remaining silent in rear pouring concrete splice region I respectively, described after water
Vertical muscle in the I of concrete splice region is the vertical muscle 103 of pre-first.
In the present embodiment, said two connects stirrup 20 and is connected stirrup shape in Fig. 6 d and acts on the most identical, at this just
Repeat no more.Certainly, said two connects stirrup 20 can also use the connection stirrup of other shapes, as long as meeting aforementioned connection
The condition flag of stirrup.
Refer to the cuing open of the 9th embodiment that Fig. 5 c, Fig. 5 c is assembled integral concrete shear force wall splicing structure of the present invention
Face figure.Compared to the 7th embodiment, difference in this case is that: described first concrete shear force wall is precast shear wall, institute
Stating the second concrete shear force wall one precast shear wall and a cast-in-place shear wall, it is pre-that precast shear wall described in the present embodiment is band mould
Shear wall processed, and described two precast shear walls and the T-shaped splicing of cast-in-place shear wall.
That is, assembled integral concrete shear force wall splicing structure 300 of the present invention includes: two prefabricated shearings of T-shaped splicing
Wall 10 1 cast-in-place shear wall 30 and one connects stirrup 20 and piece reinforcing steel 40, and described precast shear wall 10 includes a body of wall 101
And protrude horizontally up the muscle 102 of remaining silent of described body of wall 101, near body of wall 101 side in the muscle 102 of remaining silent of described precast shear wall 10
Face is preset with the some first vertical muscle 103, and described cast-in-place shear wall 30 is spliced by some horizontal bars 302 and vertical muscle 304；
It is formed with rear pouring concrete splice region I and cast-in-place shear wall horizontal bar between described two precast shear walls 10 and cast-in-place shear wall 30
Splice sections I ', described cast-in-place shear wall horizontal bar splice sections I ' it is provided with 2 non-the second default vertical muscle 104, existing including being positioned at
Water shear wall 30 against rear pouring concrete splice sections I ' and affect described connection stirrup 20 and need temporarily to move away second is installed erects
To muscle 104.Wherein, described connection stirrup 20 is provided with to enter for the described first vertical muscle 103 relative movement for presetting and connects
Opening II in stirrup 20, wherein, the two ends of described connection stirrup 20 rear pouring concrete splice region I respectively with two prefabricated shearings
The muscle 102 of remaining silent of wall 10 overlaps, and the horizontal bar 302 of described cast-in-place shear wall 30 stretches into rear pouring concrete splice region I respectively with two
The muscle 102 of remaining silent of precast shear wall 10 overlaps.
It is positioned to preset installation position by the translation within connecting stirrup 20 of vertical to described connection stirrup and described first muscle 103
Putting, the first vertical muscle 103 preset enters from from the opening II connecting stirrup 20 and is finally positioned rear pouring concrete splice region I
In and be positioned at the region within muscle 102 of remaining silent；And the described second vertical muscle 104 is installation behind scene, second in the present embodiment
Vertical muscle 104 is the most special, and its final position is not connecting inside stirrup, rear install be intended merely to conveniently connect
Stirrup 20 is installed, its cast-in-place shear wall scope first dodge connection stirrup 20 install, after move to final installation site；By described
First vertical muscle 103 and the second vertical muscle 104 and lower floor reserved joint bar are attached, by the first vertical muscle 103 and muscle 102 of remaining silent
Junction carry out colligation and fix, the second vertical muscle 104 and lacing wire carry out colligation with the junction of cast-in-place shear wall horizontal bar 302
Fixing；Described rear pouring concrete splice region I and cast-in-place shear wall form assembled integral concrete shear by casting concrete
Wall splicing structure.
In the present embodiment, said two connects stirrup 20 and is connected stirrup shape in Fig. 6 d and acts on the most identical, at this just
Repeat no more.Certainly, said two connects stirrup 20 can also use the connection stirrup of other shapes, as long as meeting aforementioned connection
The condition flag of stirrup.
It should be noted that in the present invention, described first concrete shear force wall is with at least one second concrete shear force wall also
Can splice in cross, cross splicing can combine on the basis of above-mentioned in-line, L-shaped or T-shaped；Described first mixes
Solidifying soil shear wall includes, but are not limited to right angle, described first concrete with the splicing angle of at least one second concrete shear force wall
The wall body of shear wall and at least one second concrete shear force wall can be broken line or curve,
Described first concrete shear force wall includes, but are not limited to right angle with the splicing angle of at least one second concrete shear force wall,
The wall body of described first concrete shear force wall and at least one second concrete shear force wall can be broken line or curve.Institute in embodiment
Stating precast shear wall, be not necessarily to Seeking Truth same type of, different types of precast shear wall may also participate in a combination thereof.
Referring to Fig. 7 a to Fig. 7 h, Fig. 7 a to Fig. 7 h is that in Fig. 4 a, the assembled process of concrete prefabricated wallboard splicing structure is shown
It is intended to.Described assembled process is as follows: first, set installation site II of L-shaped splicing precast shear wall ' and rear pouring concrete
Splice region I, described installation site II ' it is provided with lower floor and reserves vertical joint bar W, fixing for bilevel precast shear wall
Connecting, described rear pouring concrete splice region I is provided with the reserved vertical muscle position K(of lower floor's precast shear wall and refers to Fig. 7 a)；Connect
, two precast shear walls 10 be lifted on installation site II respectively ', and make in this precast shear wall 10 vertical reinforcement with under
Layer reserved steel bar para-position (referring to Fig. 7 b) and grouting connect, and need to be set on inside described connection stirrup by inclination and translation
The second vertical muscle 104 subsequent installation；Then, unclamp the binding iron wire of the first vertical muscle, take out the first vertical muscle, have second to erect
The second vertical muscle is put to the situation of muscle；After precalculated position is installed, the second vertical muscle 104 of pouring concrete splice region I, passes through
One connection stirrup 20 is rotated translation so that the second vertical muscle 104 and one default first vertical muscle 103 are from connecting stirrup 20
Opening be inserted in connecting hoop muscle 20, and this connection stirrup 20 is adjusted to precalculated position (referring to Fig. 7 c)；Then, will be surplus
The first remaining vertical muscle 103 translates from the opening connecting stirrup 20 and is positioned installation site (referring to Fig. 7 d)；Then, will be another
The first vertical muscle 103 preset of one precast shear wall 10 moves to facilitate another to connect the position that stirrup 20 passes, and should
The the first vertical muscle 103 preset translates and is positioned installation site from the opening connecting stirrup 20, and adjusts the second vertical muscle 104
To presetting installation site (referring to Fig. 7 e, Fig. 7 f)；Then, the opening II of stirrup 20 is connected by described two by two ends band crotch
Lacing wire 208 ' carry out secure closure fastening, and described vertical muscle 103 and vertical muscle 104 with remain silent muscle 102 and be connected stirrup
The junction of 20 carries out colligation and fixes (referring to Fig. 7 g), and, by the described first vertical muscle 103 and the second vertical muscle 104 with
The reserved steel bar 13 ' of understructure is attached (referring to Fig. 1 a)；Finally, by described rear pouring concrete splice region I(connecting hoop
Muscle 20 and muscle 102 overlapping regions of remaining silent of precast shear wall) form assembled integral concrete shear force wall by casting concrete
Splicing structure (refers to Fig. 7 h).
It should be noted that the present invention connects after using vertical muscle, piece horizontal bar (includes connecting stirrup, lacing wire or spelling
Seam reinforcing steel) make it be respectively mounted to be fixed on design attitude by translation, inclination and spinning solution with longitudinal reinforcement, it can be with folk prescription
Face motion also can be moved the most simultaneously, carries out welding or colligation is fixed after design attitude, and the connection of longitudinal reinforcement.Its
Near bottom can use promote vertical muscle interspace horizontal translation place piece horizontal bar method fast install.
Separately, the present invention also provides for the assembling method of the splicing structure of above-mentioned assembled integral concrete shear force wall, described side
Method comprises the following steps:
Step 1: precast shear wall to be assembled is lifted on installation site, and joint bar vertical with lower floor carries out para-position and grouting connects
Connect；Vertical muscle and horizontal bar in installing cast-in-place concrete shear wall, need to be set on described connection stirrup by inclination and translation
The second internal vertical muscle is in subsequent installation；
Step 2: unclamp and take out the first vertical muscle and/or put the second vertical muscle, by connect stirrup, default first erect
To the vertical muscle of muscle and/or second by including rotating, tilt, translating and descending operation so that default first vertically muscle and/or
Second vertical muscle is inserted in connecting hoop muscle from the opening connecting stirrup, and the two ends of described connection stirrup are cut with prefabricated respectively
The horizontal bar overlap joint of remain silent muscle and/or the cast-in-place shear wall of power wall；
Step 3: adjust the described first vertical muscle and/or the second vertical muscle and connection stirrup is positioned to preset installation site；Promote
First vertical muscle and/or the second vertical muscle outflow stay to space, put bottom lock hoop；
Step 4: the opening part of described connection stirrup by described lacing wire and/or constraint cuff or welded closed fasten, described in close
Mouthful muscle, connect the junction of stirrup, horizontal bar and lacing wire and vertical muscle and all carry out colligation and fix；
Step 5: described rear pouring concrete splice region and/or cast-in-place shear wall form assembled integral coagulation by casting concrete
Soil shear wall splicing structure.
Wherein, described method also includes: be all positioned to preset peace at the first vertical muscle and/or the second vertical muscle, horizontal bar
After holding position, or the described first vertical muscle and/or the second vertical muscle be connected with lower floor reserved joint bar after can't affect first
When vertical muscle and/or the second vertical muscle, the default installation site of horizontal bar arrival, by vertical to the described first vertical muscle and/or second
Muscle is connected with lower floor reserved joint bar.
Compared to prior art, the present invention use vertical muscle with precast shear wall interim pre-placing technology, and vertical muscle
Rear method of attachment, solves vertical muscle and places installation question inside level remains silent muscle.Attached by manually translating, rotate and tilting
The level connection joint muscle added, and vertical muscle repeatedly move position, change bar connecting order and can realize meeting the steel of code requirement
Muscle connecting structure.
Separately, present invention employs multiple opening and connect stirrup or interim opening connection stirrup, and realize closing ring effect
Joint connection in site technology, the especially precast shear wall level of stretching out muscle of remaining silent is worn two ends band crotch lacing wire technology in advance, is solved existing
Two ends band crotch lacing wire is installed in field needs the difficulty of twice bended.
The present invention had both comprised a kind of new precast shear wall end reinforcement constitution, had worn muscle shear wall wallboard in advance, comprised again new
Additional dowel way, and construction method, is to solve and improve precast concrete shear wall edge joint position bar connecting and execute
The complex art of work method.
The pre-set of the present invention or the purpose of the lacing wire of rear enclosure two ends band crotch or be mainly characterized by avoiding job site to carry out
Bending operation, another feature is that lacing wire crotch hooks connection stirrup and vertical muscle simultaneously.
To sum up, assembled integral concrete shear force wall splicing structure of the present invention and assembling method thereof can accelerate prefabricated shearing
Wall lifting and perps thereof connect reinforcement construction speed, improve precast shear wall piece and after water the construction quality of edge member, from
And it is greatly simplified working procedure, facilitate assembled work, improve work efficiency, all have very well in terms of structure design and construction
Application prospect.
Embodiment of above is only in order to illustrate technical scheme and unrestricted, although with reference to embodiment of above pair
The present invention has been described in detail, and it will be understood by those within the art that, can carry out technical scheme
Amendment or equivalent the most should not depart from the spirit and scope of technical solution of the present invention.
Claims (10)
1. an assembled integral concrete shear force wall splicing structure, it is characterised in that: described splicing structure includes: one first mixes
Coagulating soil shear wall and carry out at least one second concrete shear force wall of assembly with described first concrete shear force wall, described first mixes
Solidifying soil shear wall is precast shear wall, and described at least one second concrete shear force wall is precast shear wall and/or cast-in-place shear wall,
At least one precast shear wall includes a body of wall and protrudes horizontally up the muscle of remaining silent of described body of wall, remaining silent in muscle of described precast shear wall
Being preset with the some first vertical muscle near body of wall side, described cast-in-place shear wall comprises some horizontal bars and some vertical muscle；Institute
State and between the first concrete shear force wall and at least one second concrete shear force wall, be formed with rear pouring concrete splice region and/or cast-in-place
Shear wall horizontal bar splice sections, described rear pouring concrete splice region and/or cast-in-place shear wall horizontal bar splice sections are provided with second and erect
To muscle, within the described second vertical muscle waters splice region and/or cast-in-place shear wall horizontal bar splice sections after being positioned at precast shear wall and
It is positioned at precast shear wall and remains silent beyond muscle, and be positioned at cast-in-place shear wall and against rear pouring concrete splice sections and affect described connection
Stirrup installation needs the vertical muscle temporarily moved away；Wherein, described splicing structure also includes at least one connection stirrup, described connecting hoop
Muscle is provided with to enter for the described first vertical muscle for presetting and/or the described second vertical muscle relative movement and connects opening in stirrup
Mouthful, the two ends of described connection stirrup in rear pouring concrete splice region and/or cast-in-place shear wall horizontal bar splice sections respectively with close
Mouth muscle and/or horizontal bar overlap joint；By vertical to described connection stirrup and described first muscle and/or the second vertical muscle within connecting stirrup
Translation is positioned to preset installation site, the described first vertical muscle and/or the second vertical muscle and lower floor reserved joint bar is attached,
The junction of the described first vertical muscle and the second vertical muscle with remain silent muscle or horizontal bar is carried out colligation fix；Coagulation is watered after described
Soil splice region and/or cast-in-place shear wall form assembled integral concrete shear by casting concrete with described precast shear wall
Wall splicing structure.
2. assembled integral concrete shear force wall splicing structure as claimed in claim 1, it is characterised in that: described prefabricated cut
Power wall includes that band mould precast shear wall or sandwich compound precast shear wall, described band mould precast shear wall include being fixedly connected on institute
The die body stating body of wall and the band die drawing muscle stretched out by described die body or draw hoop；Described sandwich compound precast shear wall includes fixing company
Be connected to the described lacing wire be located between siphonal lobe wall and body of wall in the siphonal lobe wall of described body of wall, sandwich heat preservation material layer, and end or
Draw hoop.
3. assembled integral concrete shear force wall splicing structure as claimed in claim 2, it is characterised in that: described first erects
Be temporarily fixed at the body of wall side of precast shear wall by bottom bracket or tie wire to muscle, described bottom bracket includes base plate
And by the vertically extending biside plate of base plate and front apron, described biside plate is fixed on the body of wall side of precast shear wall.
4. assembled integral concrete shear force wall splicing structure as claimed in claim 3, it is characterised in that: described biside plate is deep
Entering body of wall side and described biside plate end offers groove, described bottom bracket also includes the structure for snapping in described groove
Anchor rib, by coordinating so that bottom bracket is fixed on the body of wall side of precast shear wall of described structure anchor rib and groove.
5. assembled integral concrete shear force wall splicing structure as claimed in claim 2, it is characterised in that: described prefabricated shearing
The muscle of remaining silent of wall is provided with pre-set lacing wire, and described pre-set lacing wire two ends are provided with the hook part that can relatively hook, within connecting stirrup
After the vertical muscle of described the first of portion and/or the translation of the second vertical muscle are positioned to preset installation site, described pre-set lacing wire is against institute
State the first vertical muscle and/or the second vertical muscle and hook connection stirrup or horizontal bar by its hook part.
6. the assembled integral concrete shear force wall splicing structure as described in any one of claim 1-5, it is characterised in that: described
First concrete shear force wall and at least one second concrete shear force wall are in-line, L-shaped, T-shaped or cross splicing, and described first
Concrete shear force wall includes, but are not limited to right angle, described first coagulation with the splicing angle of at least one second concrete shear force wall
The wall body of soil shear wall and at least one second concrete shear force wall can be broken line or curve.
7. assembled integral concrete shear force wall splicing structure as claimed in claim 6, it is characterised in that: described connection stirrup
The first straight-arm portion of including the portion of remaining silent, being extended in the same direction by described two ends, portion of remaining silent respectively, the second straight-arm portion, described first straight-arm portion
The other end be extended with the first curved boom portion and/or the first closure, the other end in described second straight-arm portion is extended with the second curved boom
Portion and/or the second closure, described first curved boom portion is oppositely arranged with the second curved boom portion, described first closure and the second Guan Bi
Portion is oppositely arranged, and forms opening between described first closure and the second closure, described first closure and the second Guan Bi
Between portion can relatively closed and by constraint cuff fasten further.
8. assembled integral concrete shear force wall splicing structure as claimed in claim 6, it is characterised in that: described connection stirrup
The first straight-arm portion of including the portion of remaining silent, being extended in the same direction by described two ends, portion of remaining silent respectively, the second straight-arm portion, described first straight-arm portion
The other end be extended with the first closure, the other end in described second straight-arm portion is extended with the second closure, described first Guan Bi
Portion is oppositely arranged with the second closure, and forms opening between described first closure and the second closure, described first Guan Bi
Can be by butt welding or joint welding Guan Bi fastening between portion and the second closure.
9. the assembling method of the assembled integral concrete shear force wall splicing structure as described in any one of claim 1-8, it is special
Levy and be: said method comprising the steps of: step 1: precast shear wall to be assembled is lifted on installation site, and with under
The vertical joint bar of layer carries out para-position and grouting connects；In installing cast-in-place concrete shear wall, vertical muscle and horizontal bar, need by inclining
Tiltedly it is set on the vertical muscle of second within described connection stirrup in subsequent installation with translation；Step 2: unclamp and take out first and erect
To muscle and/or put the second vertical muscle, by passing through to wrap to connecting stirrup, the default first vertical muscle and/or the second vertical muscle
Include rotation, tilt, translate and descending operation so that the vertical muscle of default first and/or the second vertical muscle opening from connection stirrup
Muzzle enters to connect in stirrup, and make the two ends of described connection stirrup respectively with the muscle and/or cast-in-place cut of remaining silent of precast shear wall
The horizontal bar overlap joint of power wall；Step 3: adjust the described first vertical muscle and/or the second vertical muscle and connection stirrup is positioned to preset
Installation site；Promote the first vertical muscle and/or the second vertical muscle and outflow is stayed to space, put bottom lock hoop；Step 4: institute
State the opening part connecting stirrup by described lacing wire and/or constraint cuff or welded closed fastening, described in remain silent muscle, connecting hoop
The junction of muscle, horizontal bar and lacing wire and vertical muscle all carries out colligation and fixes；Step 5: described rear pouring concrete splice region and/
Or cast-in-place shear wall forms assembled integral concrete shear force wall splicing structure by casting concrete.
10. described in, method also includes: be all positioned to preset installation site at the first vertical muscle and/or the second vertical muscle, horizontal bar
Afterwards, or the described first vertical muscle and/or the second vertical muscle be connected with lower floor reserved joint bar after can't affect the first vertical muscle
And/or the second vertical muscle, horizontal bar arrive when presetting installation site, will the described first vertical muscle and/or the second vertical muscle and under
Layer reserved joint bar connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610685504.0A CN106121085B (en) | 2016-08-18 | 2016-08-18 | Assembled integral concrete shear force wall splicing structure and its assembling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610685504.0A CN106121085B (en) | 2016-08-18 | 2016-08-18 | Assembled integral concrete shear force wall splicing structure and its assembling method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106121085A true CN106121085A (en) | 2016-11-16 |
| CN106121085B CN106121085B (en) | 2018-05-18 |
Family
ID=57279664
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610685504.0A Active CN106121085B (en) | 2016-08-18 | 2016-08-18 | Assembled integral concrete shear force wall splicing structure and its assembling method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106121085B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366370A (en) * | 2017-08-29 | 2017-11-21 | 承德绿建建筑节能科技有限公司 | Exempt from formwork overlapping wall and its attachment structure |
| CN107522101A (en) * | 2017-08-25 | 2017-12-29 | 阳泉煤业（集团）有限责任公司 | A kind of hydraulic support push rod fixed hoisting method for carrying |
| CN107842145A (en) * | 2017-12-07 | 2018-03-27 | 阿博建材（昆山）有限公司 | A kind of card article hoop, card article truss assembly and its assembly method |
| CN109881790A (en) * | 2019-03-09 | 2019-06-14 | 中铁建设集团有限公司 | Steel bar template integrated wall adds movable reinforcing bar connecting structure and installation method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07197566A (en) * | 1993-12-30 | 1995-08-01 | Ando Kensetsu Kk | Joining method for precast concrete wall column member |
| CN201809864U (en) * | 2010-09-20 | 2011-04-27 | 安徽建筑工业学院 | Anti-seismic superimposed slab shear wall with T-shaped connecting member |
| CN102116073A (en) * | 2011-01-07 | 2011-07-06 | 管乃彦 | Plate type prefabricated part with stirrups for beams and columns preinstalled at edges and plate type prefabricated part system |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN105839818A (en) * | 2016-05-18 | 2016-08-10 | 戴旭谦 | Integral concrete prefabricated wallboard free of lateral die assembly as well as assembling structure and assembling method thereof |
| CN205444565U (en) * | 2016-03-11 | 2016-08-10 | 中民筑友有限公司 | Wallboard connected node |
| CN205907856U (en) * | 2016-08-18 | 2017-01-25 | 戴欣旸 | It assembles structure to assemble integral concrete shear force wall |
-
2016
- 2016-08-18 CN CN201610685504.0A patent/CN106121085B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07197566A (en) * | 1993-12-30 | 1995-08-01 | Ando Kensetsu Kk | Joining method for precast concrete wall column member |
| CN201809864U (en) * | 2010-09-20 | 2011-04-27 | 安徽建筑工业学院 | Anti-seismic superimposed slab shear wall with T-shaped connecting member |
| CN102116073A (en) * | 2011-01-07 | 2011-07-06 | 管乃彦 | Plate type prefabricated part with stirrups for beams and columns preinstalled at edges and plate type prefabricated part system |
| CN103015565A (en) * | 2012-09-09 | 2013-04-03 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated and assembled type integrated reinforced concrete load bearing wall and building construction method |
| CN104358330A (en) * | 2014-12-03 | 2015-02-18 | 黑龙江宇辉新型建筑材料有限公司 | Reinforcement pin connection member for precast concrete walls with formworks and connection method |
| CN205444565U (en) * | 2016-03-11 | 2016-08-10 | 中民筑友有限公司 | Wallboard connected node |
| CN105839818A (en) * | 2016-05-18 | 2016-08-10 | 戴旭谦 | Integral concrete prefabricated wallboard free of lateral die assembly as well as assembling structure and assembling method thereof |
| CN205907856U (en) * | 2016-08-18 | 2017-01-25 | 戴欣旸 | It assembles structure to assemble integral concrete shear force wall |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107522101A (en) * | 2017-08-25 | 2017-12-29 | 阳泉煤业（集团）有限责任公司 | A kind of hydraulic support push rod fixed hoisting method for carrying |
| CN107522101B (en) * | 2017-08-25 | 2020-11-20 | 阳泉煤业（集团）有限责任公司 | Method for fixing, hoisting and carrying push rod of hydraulic support |
| CN107366370A (en) * | 2017-08-29 | 2017-11-21 | 承德绿建建筑节能科技有限公司 | Exempt from formwork overlapping wall and its attachment structure |
| CN107842145A (en) * | 2017-12-07 | 2018-03-27 | 阿博建材（昆山）有限公司 | A kind of card article hoop, card article truss assembly and its assembly method |
| CN109881790A (en) * | 2019-03-09 | 2019-06-14 | 中铁建设集团有限公司 | Steel bar template integrated wall adds movable reinforcing bar connecting structure and installation method |
| CN109881790B (en) * | 2019-03-09 | 2024-04-16 | 中铁建设集团有限公司 | Connection structure and installation method for reinforcing steel bar template integrated wall body added with movable reinforcing steel bars |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106121085B (en) | 2018-05-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105569224B (en) | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method | |
| CN106121085A (en) | Assembled integral concrete shear force wall splicing structure and assembling method thereof | |
| CN107022947B (en) | A kind of pre-buried fashioned iron carvel joint bolt type connection locator of the prefabricated arch rib of concrete segment and its construction method | |
| CN103741811B (en) | Sleeper formula precast reinforced concrete structure node | |
| CN108951870A (en) | A kind of method of construction of the full assembly concrete shear wall structure system of low layer | |
| CN103104091B (en) | Sliding mold whole lifting platform and construction method | |
| CN108330823B (en) | Assembled steel reinforced concrete composite beam bridge floorings longitudinal joint connecting structure and construction method | |
| CN103741810B (en) | Method for horizontally connecting precast concrete members | |
| CN110468955A (en) | A kind of prefabricated concrete structure shear wall connect steel node and construction method with superimposed sheet | |
| CN109339229A (en) | A kind of perforation slurry prefabricated assembled concrete-filled steel tubular frame structure of anchor | |
| CN110485559A (en) | The floating window structure and its construction method of overlapped shear wall | |
| CN109184030A (en) | A kind of assembly concrete shear wall Type Composite Structure System and installation method | |
| CN109184029A (en) | A kind of fabricated shear wall Type Composite Structure System and installation method being easily installed | |
| CN208202272U (en) | The wet seam steel bar connecting structure of precast concrete beam | |
| CN109680797A (en) | A kind of ring muscle, which fastens, is anchored fabricated shear wall Type Composite Structure System and installation method | |
| CN205907856U (en) | It assembles structure to assemble integral concrete shear force wall | |
| CN207672745U (en) | A kind of node structure of precast prestressed assembled composite beam-prefabricated post | |
| CN108104281A (en) | It is a kind of to be used for side form way of the fabricated construction exterior wall without tongue and groove composite beam | |
| CN207750094U (en) | A kind of integral prefabricated rail in subway station road assembling structure against the wind | |
| CN110080455A (en) | A kind of precast shear wall, connecting node and its construction method | |
| CN108999324A (en) | Superimposed sheet splicing structure and its construction method | |
| TW200535311A (en) | Device for production of an upper anchorage for steps | |
| CN110219366A (en) | Assembled architecture heat preserving formwork integral structure and construction method | |
| CN205840052U (en) | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework | |
| CN206554385U (en) | Combining structure for assembled architecture |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |