CN205691309U - A kind of big than chi assembled integral Shear wall tube structure structure - Google Patents
A kind of big than chi assembled integral Shear wall tube structure structure Download PDFInfo
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- CN205691309U CN205691309U CN201620607583.9U CN201620607583U CN205691309U CN 205691309 U CN205691309 U CN 205691309U CN 201620607583 U CN201620607583 U CN 201620607583U CN 205691309 U CN205691309 U CN 205691309U
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Abstract
The utility model discloses a kind of big ratio chi assembled integral Shear wall tube structure structure, belong to assembled monolithic concrete structure experimentation field, it is difficult to simulate assembled integral shear wall structure house, office building contour level building structural element level connection joint, vertical connection and the construction technology of Prefabricated integral floor for solving assembled integral Shear wall tube structure structure, affect a difficult problem for the type structure block mold experimentation further, meanwhile, a difficult problem for low elastic modulus pea gravel concreten match ratio is solved.Described model structure includes dry wall sheet, cross wall in first, cross wall, connecting portion and precast floor slab are constituted in second, and model structure plane be " field " type, designs the horizontal layout form with bias；Use this utility model to become more meticulous and realize the big scale model structural test research of assembled integral shear wall prototype structure, the anti-seismic performance of checking the type prototype structure.
Description
Technical field
This utility model relates to assembled monolithic concrete structure experimentation technical field, is specifically related to one greatly than chi
Assembled integral Shear wall tube structure structure and manufacture method, structural plan is " field " type, can simulate respectively " L ", " T ", "+" three kinds
The cast-in-place connecting portion of precast shear wall and structure under Bidirectional Ground Motion effect torsional effect.
Background technology
Assembled integral shear wall structure is the assembled integral concrete completely or partially using prefabricated panel to be built into
Structure, each prefabricated panel longitudinal reinforcement uses sleeve grouting to connect or slurry anchor overlap joint connects, and horizontal reinforcement uses stirrup cuff method
Connecting after-pouring concrete and form entirety, this version is applicable to tier building or skyscraper.Because this structural elements uses
Industrialized production and mechanization assemble, it is achieved building course greenization, integrated and industrialization, construction speed can significantly carry
Rise, the productivity of liberation building trade, promote China's Urbanization Construction and work of renovating shantytowns engineering.But, China is mostly
District's building structure must take into provides fortification against earthquakes, because reinforced bar sleeve grouting connects and rear cast-in-place position and assembling entirety between prefabricated panel
Formula floor is difficult in scaled model structure, and presently relevant literature research only considers that assembled integral shear wall structure is single
Wall sheet or two-layer full size sub-structural test research, and multilayered model structural test object of study avoid sleeve grouting type of attachment and
The cast-in-place position of dry wall sheet and the similarity of precast floor slab, not yet have model structure design to support prototype assembled integral shear wall
The experimental study of structure skyscraper.
Summary of the invention
For above-mentioned problems of the prior art, the purpose of this utility model is, it is provided that a kind of greatly than chi assembling
Monoblock type Shear wall tube structure structure and manufacture method, for checking the anti-of assembled integral shear wall structure multilayer structure
Shock stability, the problem solving many high-rise assembled integral shear wall block mold structural test research.
In order to realize above-mentioned task, this utility model by the following technical solutions:
A kind of big ratio chi assembled integral Shear wall tube structure structure, including dry wall sheet, cross wall in first, cross wall in second
And connecting portion；Described connecting portion includes the first connecting portion of L-shaped, the second connecting portion of T-shaped and the criss-cross 3rd even
Meeting portion, described dry wall sheet arranges multistage, and multistage dry wall sheet surrounds into a rectangular configuration jointly, and cross wall in first,
In second, cross wall is arranged in a mutually vertical manner in the inside of described rectangular configuration, and cross wall in first, in second the end of cross wall with
Dry wall sheet connects；Cross wall in described first, cross wall is respectively provided with two sections in second, cross wall in first, in second between cross wall
Connected by the 3rd connecting portion；The end of cross wall in first, in second the end of cross wall all by the second connecting portion and phase
Two sections of adjacent dry wall sheets connect, and are all connected by the first connecting portion between adjacent two sections of dry wall sheets of corner；Institute
The dry wall sheet stated, in cross wall and second, the inside of cross wall is all vertically arranged with embedded bar in first, embedded bar
End passes the end face of dry wall sheet；It is all provided with on cross wall, cross wall is constituted in second four regions in dry wall sheet and first
Be equipped with precast floor slab, inside precast floor slab, be intervally distributed with the first galvanized wire, the first galvanized iron circumfili around in back-shaped structure,
The two ends of back-shaped structure pass the side of precast floor slab and are set in and pass the embedded bar of dry wall sheet end face, pass
In one in cross wall or second on the embedded bar of cross wall end face；The surface of described precast floor slab is equipped with steel fabric sheet,
After laying steel fabric sheet, a more cast-in-place layer concrete layer.
Further, cross wall in described dry wall sheet and first, the inside of cross wall is all vertically arranged with in second
Second galvanized wire, precast floor slab is intervally distributed with multiple capillary tubing, when described Shear wall tube structure structure arranges multilamellar
Time, the second galvanized wire of the Shear wall tube structure structure being located below a layer passes capillary tubing and passes the upper end of capillary tubing
Portion, and the second galvanized wire of the Shear wall tube structure structure of above a layer stretches out in capillary tubing, then by capillary tubing
Portion's grouting material is filled with.
Further, cross wall in described dry wall sheet and first, the second galvanized wire of the inside of cross wall in second
Between connected by spaced horizontal bar.
Further, the thickness of described precast floor slab is 10mm, on the surface of precast floor slab after laying steel fabric sheet again
The thickness pouring a layer concrete layer is 10mm～30mm.
Further, the internal diameter of described capillary tubing is 6mm～8mm, and the wall thickness of capillary tubing is 1mm～2mm.
Further, described dry wall sheet, cross wall in first, the thickness of cross wall is 20mm～60mm in second, highly
For 300mm～1000mm.
Further, the proportioning of the concrete used in described Shear wall tube structure structure is:
Cement: fine aggregate: coarse aggregate: water: Gypsum Fibrosum=1:3.64:3.64:0.93:0.5
Present invention also offers a kind of big manufacture method than chi assembled integral Shear wall tube structure structure, including following step
Rapid:
Step one, determines dry wall sheet, cross wall in first, the position of cross wall in second according to design drawing, and prefabricated
Wall sheet, cross wall in first, colligation the second galvanized wire in cross wall position in second, between the second galvanized wire by horizontal bar even
Connect；
Step 2, after the second galvanized wire colligation well, cross wall, supporting at cross wall and dry wall sheet in second in first
Wall sheet template, wall sheet template internal preset embedded bar, and at the internal casting concrete of wall sheet template；
Step 3, installs precast floor slab, first galvanized wire of back-shaped structure is distributed inside precast floor slab, plates first
The end of zinc-iron silk is through on dry wall sheet, in cross wall or second, cross wall end face stretches out in first embedded bar, in prefabricated building
Steel fabric sheet is laid on plate；
Step 4, after treating concrete setting within wall sheet template 48 hours, pours the connecting portion between dry wall sheet
Position, the connecting portion of cross wall in cross wall and/or second in dry wall sheet and first, connecting portion is L-shaped, T-shaped or cross；So
After pour a layer concrete layer on precast floor slab surface；
Step 5, when whole concrete strengths reach more than 80%, removes wall sheet template, carries out next story shear wall mould
The construction of type structure；During the construction of next story shear wall model structure, first at dry wall sheet, cross wall in first, cross wall in second
Top capillary tubing is set, by the second galvanized wire of the Shear wall tube structure structure of last layer through capillary tubing pass hair
The upper end of fine steel tube, is inserted into the second galvanized wire of the Shear wall tube structure structure of this layer in capillary tubing, then in capillary
Steel duct fills grouting material, after grouting material solidifies, then carries out the colligation of this layer the second galvanized wire.
This utility model compared with prior art has a techniques below feature:
1. the big ratio chi assembled integral Shear wall tube structure structure that the utility model proposes, solves assembled integral shearing
Wall model structure be difficult to simulate assembled integral shear wall structure house, office building contour level building structural element level connection joint,
An industry difficult problem for the vertical construction technology connected with Prefabricated integral floor, and have impact on further and promoted the type structure
Overall model test is studied；
2. this utility model is that experimentation provides a kind of multilayered model experimentation object, can carry out prototype assembling whole
The experimentation of body formula shear wall structure skyscraper, and give the processing technology of correspondence, through actual verification, this practicality is new
The structural manufacturing process that type proposes is simple, and properties is satisfied by requirement of experiment, solves low elastic modulus pea gravel concreten simultaneously and joins
A difficult problem for composition and division in a proportion.
3. use structure of the present utility model can become more meticulous realize assembled integral shear wall prototype structure greatly than chi
Model structure experimental study, the anti-seismic performance of checking the type prototype structure.
Accompanying drawing explanation
Fig. 1 is overall structure schematic diagram of the present utility model；
Fig. 2 is plan structure schematic diagram of the present utility model；
Fig. 3 is that the A of Fig. 1 is to sectional view (for two-layer model structure in figure)；
Fig. 4 is that the B of Fig. 1 is to sectional view (for two-layer model structure in figure)；
Fig. 5 is structure for amplifying schematic diagram at the D of Fig. 3；
Fig. 6 is the laying structure schematic diagram of internal first galvanized wire of precast floor slab；
Fig. 7 is the structure enlarged diagram in Fig. 1 at C；
Fig. 8 is the structural representation of steel fabric sheet；
In figure, label represents: 1 dry wall sheet, 2 first connecting portions, 3 second connecting portions, 4 the 3rd connecting portions,
Cross wall in 5 first, cross wall in 6 second, 7 precast floor slabs, 8 first galvanized wires, 9 capillary tubings, 10 is pre-buried
Reinforcing bar, 11 second galvanized wires, 12 concrete layers, 13 grouting materials, 14 steel fabric sheets.
Detailed description of the invention
Defer to technique scheme, as shown in Figures 1 to 7, a kind of big ratio chi assembled integral Shear wall tube structure structure, bag
Include in dry wall sheet 1, first cross wall 6 and connecting portion in cross wall 5, second, dry wall sheet 1 is provided with door opening or window opening；
Three kinds of common connecting portions in connecting portion simulation prototype structure in this programme, connecting portion includes the first connecting portion 2 of L-shaped, T
Second connecting portion 3 of shape and criss-cross 3rd connecting portion 4, as shown in Figure 1.
Described dry wall sheet 1 arranges multistage, and multistage dry wall sheet 1 surrounds into rectangular configuration, such as this reality jointly
This example executed in example is exactly square structure, and each limit of square structure is by dry wall sheet 1 structure of more than a section
Become；And in cross wall 5, second, cross wall 6 is arranged in a mutually vertical manner in the inside of described rectangular configuration in first, and cross wall 5 in first,
In second, the end of cross wall 6 is connected with dry wall sheet 1, and the plane graph of this sample plan is sphere of movements for the elephants shape；Knot within matrix pattern
Structure, in i.e. first, in cross wall 5, second, cross wall 6, on the premise of keeping being mutually perpendicular to, can offset, the intersection of the two relatively
It is not necessarily located at the center position of rectangular configuration, to change the Stiffness Distribution in structural plan, assembled integral can be studied
Shear wall structure torsional effect under bi-directional earthquakes.
In described first, in cross wall 5, second, cross wall 6 is respectively provided with two sections, logical between cross wall 6 in cross wall 5, second in first
Cross the 3rd connecting portion 4 to connect；The end of cross wall 5 in first, in second the end of cross wall 6 all by the second connecting portion 3 with
Two sections of adjacent dry wall sheets 1 connect, and cross wall 5 end in i.e. first, the end of cross wall 6 is equal with rectangular configuration junction in second
Have the dry wall sheet 1 of two spacer segments, cross wall 5 end in these two sections of dry wall sheets 1 and first, in second the end of cross wall 6 this three
By second connecting portion 3 between end, i.e. T-shaped structure connects；The adjacent two sections of dry wall sheets 1 being positioned at corner are (the most vertical
Straight dry wall sheet 1) between all connected by the first connecting portion 2；The thickness of cross wall 6 in cross wall 5, second in dry wall sheet 1, first
Degree is 20mm～60mm, and height is 300mm～1000mm.
In described dry wall sheet 1, first, in cross wall 5 and second, the inside of cross wall 6 is all vertically arranged with a diameter of
The embedded bar 10 of 4mm, its effect is to ensure that between precast floor slab 7 with dry wall sheet 1 and is connected reliably；The surface of precast floor slab 7
Need coarse process, after coarse process again casting concrete layer 12 time, can guarantee that precast floor slab 7 is bonding with concrete reliably；
The end of embedded bar 10 passes the end face of dry wall sheet 1；In dry wall sheet 1 with first, in cross wall 5, second, cross wall 6 is constituted
Four regions on be provided with precast floor slab 7 with simulation practical structures in floor, the thickness of precast floor slab 7 is 10mm；In advance
Internal first galvanized wire 8 (8# galvanized wire) that is intervally distributed with of floor 7 processed, its cloth set direction and model structure short side direction one
Cause；First galvanized iron circumfili is around in back-shaped structure, and back-shaped structure is end to end, then for one section of first galvanized wire 8
Being stretched the structure making its major part be parallel to each other and to be formed, at this time its end is equivalent to a U-shaped button；Back-shaped structure
Two ends pass the side of precast floor slab 7 being set in pass dry wall sheet 1 end face embedded bar 10, pass first in horizontal
In wall 5 or the second on the embedded bar 10 of cross wall 6 end face；The surface of described precast floor slab 7 is equipped with steel fabric sheet 14,
The reinforcing bar that steel fabric sheet 14 is used is 10# galvanized wire, and will roll under the end of steel fabric sheet 14 so that it is end is supported on pre-
The top of cross wall 6 in cross wall 5, second in wall sheet 1, first processed；After laying steel fabric sheet 14, a more cast-in-place layer concrete layer 12,
The thickness of concrete layer 12 is 10mm～30mm.
In dry wall sheet 1 and first, in cross wall 5, second, the inside of cross wall 6 is all vertically arranged with the second galvanized wire
11, precast floor slab 7 is intervally distributed with multiple capillary tubing 9, to simulate sleeve grouting connection, the second plating in simulation prefabricated panel
Zinc-iron silk 11 is in vertical connection；When described Shear wall tube structure structure arranges multilamellar, it is located below the shear wall mould of a layer
Second galvanized wire 11 of type structure passes capillary tubing 9 and passes the upper end of capillary tubing 9, and the shear wall of above a layer
Second galvanized wire 11 of model structure stretches out in capillary tubing 9, for the connected mode of overlap joint between galvanized wire, then will
Capillary tubing 9 inside high intensity contraction-free grouting concrete 13 is filled with.The internal diameter of capillary tubing 9 is 6mm～8mm, capillary steel
The wall thickness of pipe 9 is 1mm～2mm.
In this utility model, use low-elasticity-modulconcrete concrete simulation prototype structure concrete.According to model structure with
The similarity relation of prototype structure, concrete crushing strength used and elastic modelling quantity are all low than prototype structure concrete, it is considered to material
The general applicability of material, concrete coarse aggregate is selected peastone, fine aggregate selection river sand, cement selection P.O42.5, is selected Gypsum Fibrosum
Reducing its intensity and elastic modelling quantity, this four classes material can realize the low-elasticity-modulconcrete concrete of varying strength through trial.Through examination
The pea gravel concreten match ratio (quality) joining intensity and elastic modelling quantity reduction by 1/3 is:
| Numbering | Cement: fine aggregate: coarse aggregate: water: Gypsum Fibrosum |
| 1 | 1:3.64:3.64:0.93:0.5 |
For assembled integral shear wall prototype structure, prefabrication shear wall, it is transported to job site, is lifted in place
Dry wall sheet 1, installs connecting portion template to be poured, and pours connecting portion concrete and precast floor slab 7 plate surface concrete, completes
Assembled integral shear wall index bed is constructed.
Accordingly, this utility model additionally provides a kind of big than chi assembled integral Shear wall tube structure construction manufacturing method:
A kind of big manufacture method than chi assembled integral Shear wall tube structure structure, comprises the following steps:
Step one, determines in dry wall sheet 1, first position of cross wall 6 in cross wall 5, second according to design drawing, and in advance
Cross wall 6 position colligation the second galvanized wire 11 in cross wall 5, second in wall sheet 1, first processed is logical between second galvanized wire 11
Cross horizontal bar to connect；The junction colligation stirrup of cross wall 6, single stirrup and draw in cross wall 5, second in dry wall sheet 1, first
Muscle, to guarantee to pour the intensity of rear connecting portion；
Step 2, after the second galvanized wire 11 colligation well, cross wall 6 and dry wall sheet 1 in cross wall 5, second in first
Place's braced wall sheet template, wall sheet template internal preset embedded bar 10, and (the most above-mentioned at the internal casting concrete of wall sheet template
Low-elasticity-modulconcrete concrete)；
Step 3, installs precast floor slab 7, internal the first galvanized wire 8 that back-shaped structure is distributed of precast floor slab 7, by the
The embedded bar 10 that the end of one galvanized wire 8 is stretched out through cross wall 6 end face in cross wall 5 or the second in dry wall sheet 1, first
On, precast floor slab 7 is laid steel fabric sheet 14；
Step 4, after treating concrete setting within wall sheet template 48 hours, pours the connecting portion between dry wall sheet 1
Position is with the connecting portion of cross wall 6 in cross wall 5 and/or second in formation connecting portion, dry wall sheet 1 and first, and connecting portion is L
Shape, T-shaped or cross；Then a layer concrete layer 12 is poured on precast floor slab 7 surface；
Step 5, when whole concrete strengths reach more than 80%, removes wall sheet template, carries out next story shear wall mould
The construction of type structure；During the construction of next story shear wall model structure, first horizontal in cross wall 5, second in dry wall sheet 1, first
The top of wall 6 arranges capillary tubing 9, by the second galvanized wire 11 of the Shear wall tube structure structure of last layer through capillary tubing 9
And pass the upper end of capillary tubing 9, by the second galvanized wire of the Shear wall tube structure structure of this layer (the most current layer to be onstructed)
11 are inserted in capillary tubing 9, then fill grouting material 13 inside capillary tubing 9, after grouting material 13 solidifies, then carry out this layer
The colligation of the second galvanized wire 11, continues construction at the beginning from step above after colligation.
Claims (6)
1. a big ratio chi assembled integral Shear wall tube structure structure, it is characterised in that include dry wall sheet (1), horizontal in first
Wall (5), cross wall (6) and connecting portion in second；Described connecting portion includes the second company of first connecting portion (2) of L-shaped, T-shaped
Connecing portion (3) and criss-cross 3rd connecting portion (4), described dry wall sheet (1) arranges multistage, and multistage dry wall sheet (1) is altogether
With surrounding into a rectangular configuration, and cross wall (5) in first, cross wall (6) is arranged in a mutually vertical manner in described rectangle knot in second
The inside of structure, and cross wall (5) in first, the end of cross wall (6) is connected with dry wall sheet (1) in second；Horizontal stroke in described first
Wall (5), cross wall (6) is respectively provided with two sections in second, cross wall (5) in first, in second between cross wall (6) by one the 3rd connection
Portion (4) connects；The end of cross wall (5) in first, in second the end of cross wall (6) all by the second connecting portion (3) with adjacent
Two sections of dry wall sheets (1) connect, and are positioned between adjacent two sections of dry wall sheets (1) of corner all by the first connecting portion (2) even
Connect；Described dry wall sheet (1), in cross wall (5) and second, the inside of cross wall (6) is all vertically arranged with pre-buried steel in first
Muscle (10), the end of embedded bar (10) passes the end face of dry wall sheet (1)；In dry wall sheet (1) and first cross wall (5),
Being provided with precast floor slab (7) on four regions that in second, cross wall (6) is constituted, precast floor slab (7) is internal is intervally distributed with the
One galvanized wire (8), the first galvanized iron circumfili is around in back-shaped structure, and the two ends of back-shaped structure pass the side of precast floor slab (7)
Face being set in pass dry wall sheet (1) end face embedded bar (10), pass first in cross wall in cross wall (5) or second
(6) on the embedded bar (10) of end face；The surface of described precast floor slab (7) is equipped with steel fabric sheet (14), lays steel
After silk netting (14), a more cast-in-place layer concrete layer (12).
2. big ratio chi assembled integral Shear wall tube structure structure as claimed in claim 1, it is characterised in that described dry wall
Cross wall (5) in sheet (1) and first, the inside of cross wall (6) is all vertically arranged with the second galvanized wire (11) in second, prefabricated
It is intervally distributed with multiple capillary tubing (9) on floor (7), when described Shear wall tube structure structure arranges multilamellar, is located below
Second galvanized wire (11) of the Shear wall tube structure structure of a layer passes capillary tubing (9) and passes the upper end of capillary tubing (9)
Portion, and second galvanized wire (11) of the Shear wall tube structure structure of above a layer stretches out in capillary tubing (9), then by capillary
Steel pipe (9) inside grouting material (13) is filled with.
3. big ratio chi assembled integral Shear wall tube structure structure as claimed in claim 2, it is characterised in that described dry wall
Cross wall (5) in sheet (1) and first, arranged by interval between second galvanized wire (11) of the inside of cross wall (6) in second
Horizontal bar connect.
4. big ratio chi assembled integral Shear wall tube structure structure as claimed in claim 1, it is characterised in that described prefabricated building
The thickness of plate (7) is 10mm, pours a layer concrete layer (12) again after steel fabric sheet (14) is laid on the surface of precast floor slab (7)
Thickness be 10mm～30mm.
5. big ratio chi assembled integral Shear wall tube structure structure as claimed in claim 2, it is characterised in that described capillary steel
The internal diameter of pipe (9) is 6mm～8mm, and the wall thickness of capillary tubing (9) is 1mm～2mm.
6. big ratio chi assembled integral Shear wall tube structure structure as claimed in claim 1, it is characterised in that described dry wall
Sheet (1), cross wall (5) in first, the thickness of cross wall (6) is 20mm～60mm in second, and height is 300mm～1000mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607583.9U CN205691309U (en) | 2016-06-20 | 2016-06-20 | A kind of big than chi assembled integral Shear wall tube structure structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620607583.9U CN205691309U (en) | 2016-06-20 | 2016-06-20 | A kind of big than chi assembled integral Shear wall tube structure structure |
Publications (1)
| Publication Number | Publication Date |
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| CN205691309U true CN205691309U (en) | 2016-11-16 |
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ID=57415355
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620607583.9U Expired - Fee Related CN205691309U (en) | 2016-06-20 | 2016-06-20 | A kind of big than chi assembled integral Shear wall tube structure structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106066233A (en) * | 2016-06-20 | 2016-11-02 | 西安建筑科技大学 | A kind of big than chi assembled integral Shear wall tube structure structure and manufacture method |
| CN106493837A (en) * | 2016-11-22 | 2017-03-15 | 西安建筑科技大学 | A kind of universal sideshields mould for preparing fabricated shear wall component |
-
2016
- 2016-06-20 CN CN201620607583.9U patent/CN205691309U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106066233A (en) * | 2016-06-20 | 2016-11-02 | 西安建筑科技大学 | A kind of big than chi assembled integral Shear wall tube structure structure and manufacture method |
| CN106066233B (en) * | 2016-06-20 | 2018-06-01 | 西安建筑科技大学 | One kind is greatly than ruler assembled integral Shear wall tube structure structure and production method |
| CN106493837A (en) * | 2016-11-22 | 2017-03-15 | 西安建筑科技大学 | A kind of universal sideshields mould for preparing fabricated shear wall component |
| CN106493837B (en) * | 2016-11-22 | 2018-12-07 | 西安建筑科技大学 | A kind of general side mode being used to prepare fabricated shear wall component |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20161116 Termination date: 20200620 |