CN105442727B - Combined type connects shear wall structure and its assembly method - Google Patents
Combined type connects shear wall structure and its assembly method Download PDFInfo
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- CN105442727B CN105442727B CN201510901229.7A CN201510901229A CN105442727B CN 105442727 B CN105442727 B CN 105442727B CN 201510901229 A CN201510901229 A CN 201510901229A CN 105442727 B CN105442727 B CN 105442727B
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- wall member
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- shearing
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- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000010008 shearing Methods 0.000 claims abstract description 56
- 230000002787 reinforcement Effects 0.000 claims abstract description 16
- 150000001875 compounds Chemical class 0.000 claims abstract description 14
- 238000003780 insertion Methods 0.000 claims abstract description 5
- 230000037431 insertion Effects 0.000 claims abstract description 5
- 239000011440 grout Substances 0.000 claims description 16
- 239000002002 slurry Substances 0.000 claims description 13
- 239000000463 material Substances 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 5
- 239000008267 milk Substances 0.000 claims description 3
- 210000004080 milk Anatomy 0.000 claims description 3
- 235000013336 milk Nutrition 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 3
- 241001417495 Serranidae Species 0.000 claims description 2
- 238000007569 slipcasting Methods 0.000 claims description 2
- 238000005266 casting Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 230000000694 effects Effects 0.000 abstract description 2
- 230000002708 enhancing effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of combined type connection shear wall structure and its assembly method.Shear and connected between wall member, every two pieces of shearings wall member by compound shear key and keyway including N block structures identical, constitute combined type connection shear wall.Because the mutual importing of compound shear key and keyway is acted on, construction precision is improved, it is to avoid because of the generation of the inaccurate eccentric compression of assembling；The shear key sheared because of lower section on wall member can undertake the weight of upper shear wall member when assembling next layer, therefore reach intensity without waiting for floorslab concrete after the completion of concrete floor slab placement, the assembling of last layer wall can be carried out at once, can greatly shorten the assembly period of floor；Among the keyway of the shear key insertion upper shear wall member of lower section shearing wall member, shear key can undertake transverse shearing force effect, the shear behavior of reinforcement structure, enhancing structure reliability.
Description
Technical field
The present invention relates to a kind of fabricated shear wall structure and its assembly method, and in particular to a kind of combined type connection shearing
Wall construction and its assembly method.
Background technology
Relative to traditional cast-in-place concrete structure, prefabricated concrete structure has that component quality is good, the construction period is short, money
Many advantages, such as source is used less, production wastes few.It is mainly characterized by primary structural member and is prefabricated in the factory, and then passes through vehicle
Component is transported to job site by the modes such as transport, carries out component assembly and connection by modes such as mechanical hoistings at the scene, greatly
Amount job site work operations are replaced by factory's centralized production.
Sleeve grouting technique is one of common practice of shear wall above and below the connection of assembly concrete shear wall structure.Construction
When the reserved steel bar at the top of the shear wall of bottom is inserted into the shear wall of top in pre-buried good butt muff, then use grouter
Grouting material is injected into sleeve, after after grouting material hardening, is securely attached together between reinforcing bar and sleeve.It is existing to grind
Study carefully result to show, cast-in-place concrete is essentially identical to using the bending strength of the shearing wall member connecting node of sleeve grouting connection
Node, and its ductility and energy dissipation capacity are also more reliable.But between the wall up and down using the connection of conventional sleeve grouting construction process
Accurate docking is often difficult to, easily causes the phenomenon misplaced between levels shear wall to produce, this is not only outer to building
See and water resistance is adversely affected, can also influence the security of structure because of shear wall eccentric compression.In addition, existing correlation
Specification provides floor it is necessary to have in-situ layer, and uses existing construction technology to assemble top shear wall, it is necessary to wait floor to mix
Solidifying soil reaches could be carried out after some strength, and this will slow down construction speed.
The content of the invention
It is an object of the invention to provide a kind of combined type connection shear wall structure and its assembly method, conventional sleeve is solved
The deficiency of the shear wall of cylinder grouting connection, to improve the accuracy and convenience of fabricated shear wall construction.
For up to reaching above-mentioned purpose, the technical solution adopted by the present invention is：
First, a kind of combined type connection shear wall structure
The present invention includes N block structures identical and sheared between wall member, every two pieces of shearings wall member by being combined shear key
With keyway connection, combined type connection shear wall is constituted.
Every piece of shearing wall member upper end both sides are embedded with the middle of 1-2 row's longitudinal reinforcements, upper end at least provided with one
Compound shear key, it is shear key embedded part to be combined shear key top, and bottom is shear key inlet part, shear key inlet part
Be shaped as cuboid, equal highly with the thickness of laminated floor slab, width is less than the thickness of shear wall, and is provided with multiple for cutting
The floor bar preformed hole of the laminated floor slab bar connecting of power wall both sides；Shear key embedded part is shaped as truncated rectangular pyramids, four ribs
The bed-plate dimension of platform is identical with shear key inlet part, the longitudinal steel of the pre-buried rows of top planes of truncated rectangular pyramids for connection of being in the milk
Muscle；Shear wall member lower both sides are equipped with the middle of grout sleeve, lower end at least provided with a keyway, the pre-buried position of grout sleeve
Put corresponding with the position for the longitudinal reinforcement that shearing wall member upper end is pre-buried, and multiple injected holes for grouting are provided with side
With slurry outlet, multiple injected holes for grouting are connected with respective grout sleeve respectively with slurry outlet；Keyway is recessed four
Terrace with edge, its shape and size are identical with shear key embedded part.
The keyway sets the steel wire of U-shaped reinforcing together respectively at shearing wall member wall both sides.
2nd, the step of a kind of combined type connects the assembly method of shear wall structure, this method is as follows：
1）Floor is lifted with pouring：
Assembled on ground after first piece of shearing wall member, two blocks of precast floor slabs are respectively assembled to wall both sides, frame
If simultaneously two pieces of precast floor slab top barses of colligation, and the insertion floor reinforced steel into floor bar preformed hole, then pour coagulation
At soil to the line of demarcation up and down of compound shear key；
2）The assembling of second piece of shearing wall member
After needing junction to lay one layer of grouting material as pulp layer is sat, by second piece of shear wall lifting component to first piece
Shear above wall member, all longitudinal reinforcements of first piece of shearing wall member is inserted into second piece of shearing wall member correspondence position
Grout sleeve in, while make first piece shearing wall member shear key embedded part insert second piece shearing wall member keyway
Among.
3）Grouting connection
Slip casing by pressure is carried out into all injected holes in shearing wall member side by the way of slip casing by pressure, works as grouting material
Stop slip casting after the respective slurry outlet in outflow the top, close all injected holes and slurry outlet, after grouting material condensation is hardened i.e.
Complete the assembling of first layer；
Repeat step 1-3, can assemble the number of plies of needs.
The present invention has an advantageous effect in that compared with background technology：
1. because the mutual importing for being combined shear key and keyway is acted on, wall easier, essence when constructing assembling can be made
Really, assembly work amount is reduced, construction precision is improved, it is to avoid because of the generation of the inaccurate eccentric compression of assembling；
2. the shear key sheared because of lower section on wall member can undertake the weight of upper shear wall member when assembling next layer
Amount, therefore intensity is reached without waiting for floorslab concrete after the completion of concrete floor slab placement, the assembling of last layer wall can be carried out at once,
The assembly period of floor can be greatly shortened；
3. among the keyway of the shear key insertion upper shear wall member of lower section shearing wall member, shear key can undertake horizontal stroke
To shearing action, the shear behavior of reinforcement structure, enhancing structure reliability.
Brief description of the drawings
Fig. 1 is the stereogram of present invention shearing wall member.
Fig. 2 is Fig. 1 upward view.
Fig. 3 is the stereogram after two pieces of shearing wall member assemblings（It is not drawn into laminated floor slab）.
Fig. 4 is Fig. 3 A-A partial sectional views.
Fig. 5 is the stereogram of present invention shearing wall member.
Fig. 6 is the stereogram after present invention shearing wall member is assembled with laminated floor slab pre-erection.
Fig. 7 is the stereogram after present invention shearing wall member is assembled with laminated floor slab.
Fig. 8 is the stereogram after two pieces of shearing wall members of the present invention are assembled with Prefabricated stacking floor.
In figure：1st, wall member is sheared, 2, longitudinal reinforcement, 3, compound shear key, 4, shear key embedded part, 5, shear key buries
Enter part, 6, floor bar preformed hole, 7, grout sleeve, 8, keyway, 9, injected hole, 10, slurry outlet, 11, reinforcing steel wire,
12nd, laminated floor slab, 13, laminated floor slab pre-erection, 14, floor upper reinforcement, 15, floor reinforced steel, 16, laminated floor slab it is existing
Pour part, 17, sit pulp layer.
Embodiment
The present invention will be further described with reference to the accompanying drawings and examples.
As shown in Figure 1, Figure 2, Figure 3 shows, the present invention includes N block structures identical shearing wall member 1, every two pieces of shearings wall member
Between connected by compound shear key 3 and keyway 8, constitute combined type connection shear wall.
Every piece of shearing wall member 1 upper end both sides are embedded with 1-2 rows（It is 2 rows in Fig. 1, Fig. 3）Longitudinal reinforcement 2, upper end
Centre is at least provided with a compound shear key 3（It is 1 that shear key is combined in Fig. 1~3）, it is that shear key is embedding to be combined shear key top
Enter part 4, bottom is shear key inlet part 5, shear key inlet part 5 is shaped as cuboid, highly with laminated floor slab 12
Thickness it is equal, width is less than the thickness of shear wall, and is provided with the bar connecting of laminated floor slab 12 of multiple confession shear wall both sides
Floor bar preformed hole 6；Shear key embedded part 4 is shaped as truncated rectangular pyramids, and bed-plate dimension and the shear key of truncated rectangular pyramids be embedded to
Part 5 is identical, the longitudinal reinforcement 2 of the pre-buried rows of top planes of truncated rectangular pyramids for connection of being in the milk；Shear wall member lower both sides
It is equipped with the middle of grout sleeve 7, lower end at least provided with a keyway（Keyway is 1 in Fig. 2）, the pre-buried position of grout sleeve 7
Position with the longitudinal reinforcement 2 that shearing wall member 1 upper end is pre-buried is corresponding, and is provided with multiple injected holes for grouting in side
9 connect with respective grout sleeve 7 respectively with slurry outlet 10, multiple injected holes 9 for grouting with slurry outlet 10；Keyway 8 is
Recessed truncated rectangular pyramids, its shape and size are identical with shear key embedded part 4.
As shown in Figure 4, it is contemplated that keyway 8 is more weak in wall two side portions, in keyway 8 close to the shearing wall of wall member 1
The steel wire 11 of U-shaped reinforcing together is set respectively at body both sides, prevents it to be destroyed in transport and assembling.
As shown in Fig. 5~Fig. 8, the construction assembling process of shear wall of the present invention is as follows：
1）Laminated floor slab is lifted with pouring：
First as shown in figure 5, assembling after first piece of shearing wall member 1, you can carry out the lifting of Prefabricated stacking floor 12
With pouring work.Shear wall structure is placed on as shown in fig. 6, Prefabricated stacking floor pre-erection 13 is lifted and supported using crane
The both sides of part 1；Set up and colligation floor upper reinforcement 14；Floor is inserted in plate muscle preformed hole 6 into shear wall shear key to add
Gu reinforcing bar 15, and floor reinforced steel 15 is effectively connected with floor upper reinforcement 14；Using pump concrete to laminated floor slab
Cast-in-place part 16 is poured, and is vibrated when pouring, until concrete surface reaches the shear key embedded part of compound shear key 3
4 with the line of demarcation of shear key inlet part 5 when stop pouring.As shown in fig. 7, after concrete floor slab placement is finished first piece of shear wall structure
The shear key embedded part 4 that the compound shear key 3 of part 1 only has its top is exposed to slab surfaces.
2）Prepare before second piece of shearing wall member assembling：
Determine the lifting sequence of component, it would be desirable to which the component of assembling stacks in order to on-site hoisting arrangement in order；Check
With the grout sleeve 7 and its injected hole 9 and slurry outlet 10 of cleaning shearing wall member 1, prevent from being blocked by debris, it is ensured that follow-up grouting
What is worked is smoothed out；The faying face cleared up between laminated floor slab 12, compound shear key 3 and second piece of shearing wall member 1, and
One layer of grouting material is laid on faying face as seat pulp layer 17 to cohere two pieces of shearing wall members；
3）Second piece of shearing wall member assembling work：
Because compound shear key 3 is acted on, second piece of shearing wall member 1 shears the compound of wall member 1 in assembling by first piece
Shear key 3 is supported, and is reached without waiting for floorslab concrete and is carried out second piece of shearing wall member assembling after intensity again, is substantially shorter
Construction period.With crane by above the precalculated position of second piece of shear wall lifting component to first piece of shear wall during assembling, then
Member position is reduced, the longitudinal reinforcement 2 of first piece of shear wall is inserted into the grout sleeve 7 of second piece of shear wall, and
The shear key embedded part 4 for making to be exposed to first piece of shearing wall member 1 on laminated floor slab 12 inserts second piece of shear wall structure
In the keyway 8 of part 1.Because four sides around keyway 8 and shear key embedded part 4 are inclined-plane and shape is mutually coincide,
Second piece of shearing wall member 1 will be automatic by the interaction between keyway 8 and shear key embedded part 4 under Gravitative Loads
Predetermined plan-position is fallen on exactly, without being manually adjusted again；Afterwards, hanging down for second piece of shear wall of adjustment need to only be checked
Straight degree；
4）Grouting connection：
After second piece of shearing wall member 1 is installed, grouting connection is carried out to it, two pieces of shearing wall members 1 are connected
It is integral.Slip casing by pressure is carried out to grout sleeve 7 by the way of slip casing by pressure, to ensure that grouting material densely fills up whole filling
Sleeve 7 is starched, grouting material is injected into grout sleeve 7 from injected hole 9, treats that after the outflow grouting material of slurry outlet 10 pulp can be closed
Hole and injected hole；After grouting material condenses hardening, shear wall body is that connection is integral up and down.The shear wall completed is connected as schemed
Shown in 8.
Repeat step 1-4, can assemble the number of plies of needs.
Claims (3)
1. a kind of combined type connects shear wall structure, it is characterised in that：Including N block structures identical shearing wall member (1), every two
Connected between block shearing wall member by compound shear key (3) and keyway (8), constitute combined type connection shear wall；
Described every piece of shearing wall member (1) upper end both sides are embedded with multiple at least provided with one in the middle of 1-2 row's longitudinal reinforcements, upper end
Shear key (3) is closed, it is shear key embedded part (4) to be combined shear key top, bottom is shear key inlet part (5), shear key
Inlet part (5) is shaped as cuboid, highly with the thickness of laminated floor slab (12) equal, and width is less than the thickness of shear wall,
And it is provided with the floor bar preformed hole (6) of laminated floor slab (12) bar connecting of multiple confession shear wall both sides；Shear key is embedded in
Partly (4) are shaped as truncated rectangular pyramids, and the bed-plate dimension of truncated rectangular pyramids is identical with shear key inlet part (5), the top horizontal of truncated rectangular pyramids
Longitudinal reinforcement of the pre-buried row in face for connection of being in the milk；Shearing wall member (1) lower end both sides are equipped with grout sleeve (7), lower end
Centre is at least provided with a keyway (8), the pre-buried position of grout sleeve (7) the longitudinal steel pre-buried with shearing wall member (1) upper end
The position of muscle is corresponding, and in side provided with multiple injected holes (9) for grouting and slurry outlet (10), multiple for grouting
Injected hole (9) is connected with respective grout sleeve (7) respectively with slurry outlet (10)；Keyway (8) is recessed truncated rectangular pyramids, its shape
It is identical with shear key embedded part (4) with size.
2. a kind of combined type connection shear wall structure according to claim 1, it is characterised in that：The keyway (8) is close
The steel wire (11) of U-shaped reinforcing together is set respectively at shearing wall member (1) wall both sides.
3. the assembly method of shear wall structure is connected for a kind of combined type described in claim 1, it is characterised in that this method
The step of it is as follows：
1）Floor is lifted with pouring：
Assembled on ground after first piece of shearing wall member (1) lower wall body, two blocks of precast floor slabs are respectively assembled to wall
Both sides, set up and two pieces of precast floor slab top barses of colligation, and the insertion floor reinforced steel into floor bar preformed hole (6)
(15), then at casting concrete to the line of demarcation up and down of compound shear key (3)；
2）The assembling of second piece of shearing wall member
After needing junction to lay one layer of grouting material as pulp layer (17) are sat, second piece of shearing wall member (1) is lifted into the
Above one piece of shearing wall member (1), all longitudinal reinforcements (2) of first piece of shearing wall member (1) are made to be inserted into second piece of shearing
In the grout sleeve (7) of wall member (1) correspondence position, while making the shear key embedded part (4) of first piece of shearing wall member (1)
Among the keyway (8) of second piece of shearing wall member (1) of insertion；
3）Grouting connection
Slip casing by pressure is carried out into all injected holes (9) in shearing wall member (1) side by the way of slip casing by pressure, works as grouting
Stream goes out topmost each slurry outlet (10) and stops slip casting, all injected holes (9) of closing and slurry outlet (10) afterwards, treats grouting material
Condense the assembling that first layer is completed after hardening；
Repeat step 1-3, can assemble the number of plies of needs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510901229.7A CN105442727B (en) | 2015-12-09 | 2015-12-09 | Combined type connects shear wall structure and its assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510901229.7A CN105442727B (en) | 2015-12-09 | 2015-12-09 | Combined type connects shear wall structure and its assembly method |
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| Publication Number | Publication Date |
|---|---|
| CN105442727A CN105442727A (en) | 2016-03-30 |
| CN105442727B true CN105442727B (en) | 2017-08-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510901229.7A Active CN105442727B (en) | 2015-12-09 | 2015-12-09 | Combined type connects shear wall structure and its assembly method |
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Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4826249B2 (en) * | 2005-12-19 | 2011-11-30 | 鹿島建設株式会社 | Side wall structure and bottom plate structure of low diffusion layer structure of tunnel type radioactive waste burial disposal facility |
| JP2008223242A (en) * | 2007-03-08 | 2008-09-25 | Takenaka Komuten Co Ltd | Manufacturing method for precast concrete panel |
| CN101503887B (en) * | 2009-02-04 | 2011-02-16 | 南通建筑工程总承包有限公司 | Interlayer connection node between inner shear wall, plate and shear walls |
| CN101818527B (en) * | 2010-06-04 | 2011-07-20 | 北京万科企业有限公司 | Assembled integral shear wall structure system and construction method thereof |
| CN102433945B (en) * | 2011-08-30 | 2013-09-04 | 东南大学 | Vertical mixed connection structure and method of prefabricated internal wallboards for assembling shear wall structure |
| CN103104053B (en) * | 2013-03-08 | 2015-10-14 | 郑州大学 | A kind of assembly concrete shear wall and construction method |
| CN104847039A (en) * | 2015-05-27 | 2015-08-19 | 天津大学建筑设计研究院 | Reinforcing fabricated shear wall structure with shear keys |
| CN205242683U (en) * | 2015-12-09 | 2016-05-18 | 浙江大学 | Shear wall structure is connected to combined type |
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