CN206784657U - The aluminium alloy combined concrete shear wall of straight line connection - Google Patents
The aluminium alloy combined concrete shear wall of straight line connection Download PDFInfo
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- CN206784657U CN206784657U CN201720407443.1U CN201720407443U CN206784657U CN 206784657 U CN206784657 U CN 206784657U CN 201720407443 U CN201720407443 U CN 201720407443U CN 206784657 U CN206784657 U CN 206784657U
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- shear wall
- dop
- aluminium alloy
- connecting plate
- card article
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Abstract
The utility model discloses a kind of aluminium alloy combined concrete shear wall of straight line connection, include the shear wall outer wall of aluminium alloy and the connector of aluminium alloy of straight line connection, the connection end of shear wall is provided with dop, the two side of shear wall, groove is provided with dop, dop forms semi-enclosed cavity with corresponding groove respectively；Connector includes card article and connecting plate, and card article matches with corresponding semi-enclosed cavity, and two card articles are fixedly connected by connecting plate, and connecting plate is enclosed in around the dop of shear wall；Shear wall, the equal casting concrete in the inside of card article, casting concrete between connecting plate and corresponding dop.The shear wall for solving the connection of prior art cathetus needs substantial amounts of template and temporary support in work progress, unsightly, globality poor, the problem of having a strong impact on construction speed.
Description
Technical field
The utility model belongs to construction engineering technical field, is related to a kind of aluminium alloy combined concrete shear of straight line connection
Wall.
Background technology
Shear wall structure is to replace the beam column in frame structure by reinforced concrete wall to build major bearing structures, because
It is that skyscraper generally plays control action with horizontal loading, and shear wall structure has that lateral rigidity is big, anti-seismic performance is more preferable, peace
The features such as property is high entirely.In recent years, as building industrialization, the quickening of Process of Housing Industrialization, precast shear wall structure application are got over
Come more extensive, what is brought therewith is the connectivity problem of shear wall, and during project construction, the shear wall of existing straight line connection shows
Substantial amounts of template and temporary support are needed, field construction operation amount is big, unsightly, has a strong impact on construction speed, can also produce a large amount of
Building waste, cause environmental pollution.
Utility model content
In order to achieve the above object, the utility model provides a kind of aluminium alloy combined concrete shear wall of straight line connection,
It is integrally formed, stability is good, and the shear wall for solving the connection of prior art cathetus needs substantial amounts of template in work progress
And temporary support, unsightly, globality poor, the problem of having a strong impact on construction speed.
The utility model is the technical scheme adopted is that a kind of aluminium alloy combined concrete shear wall of straight line connection, bag
The shear wall of aluminium alloy and the connector of aluminium alloy of straight line connection are included, the connection end of shear wall is provided with dop, shear wall
Two side, be provided with groove at the dop, dop respectively with corresponding groove composition semi-enclosed cavity；Connector includes card article
And connecting plate, card article match with corresponding semi-enclosed cavity, two card articles are fixedly connected by connecting plate, and connecting plate is enclosed in
Around the dop of shear wall；Shear wall, the equal casting concrete in the inside of card article, coagulation is poured between connecting plate and corresponding dop
Soil.
Of the present utility model to be further characterized in that, further, the end of the dop is provided with the T-shaped shearing of aluminium alloy
Key, T-shaped shear connector are connected plate and surrounded；Shear wall, the equal casting concrete in the inside of card article, are poured between connecting plate and corresponding dop
Build concrete.
Further, the shear wall includes the first shear wall and the second shear wall, the first shear wall, the second shear wall
Connection end is equipped with dop, the first shear wall, the linear connection of the second shear wall, and the two of the first shear wall and the second shear wall
Side wall, size identical groove is equipped with dop, dop forms semi-enclosed cavity with corresponding groove respectively, and first cuts
The dop end of power wall is provided with T-shaped shear connector, and the dop end of the second shear wall is provided with T-shaped groove structure, T-shaped shear connector and T
Type groove structure is connected；Connector includes card article and connecting plate, and card article matches with corresponding semi-enclosed cavity, and first cuts
Two card articles of power wall and the second shear wall homonymy are fixedly connected by corresponding connecting plate respectively, and connecting plate is enclosed in corresponding card
Around head；First shear wall, the second shear wall, the equal casting concrete in the inside of card article, between connecting plate and corresponding dop
Equal casting concrete.
Further, the floor to play a supportive role is provided with first shear wall or the second shear wall vertical axial,
Shear wall inner face is additionally provided with shear connector, two floor spacing 0.8-1.2 rice, shears key spacing 0.15-0.3 rice.
Further, the shear wall includes the first shear wall and the second shear wall, the thickness of the first shear wall and second
The thickness of shear wall is identical.
Further, the width of the card article is the 1/4~1/3 of shear wall's thickness, and card article length is the 2-3 of card article width
Times.
Further, the shear wall, card article, connecting plate are integrally formed obtained using extrusion forming process.
Further, the shear wall, card article, connecting plate use 6 systems or 7 line aluminium alloys.
Further, the connecting plate is square.
Further, the concrete is using C20 or C25, C30, C40 concrete.
Further, extrusion forming process used by the shear wall, card article and connecting plate, specifically according to following steps
Carry out：
Step 1, aluminium alloy stock is melted；Ingot casting processing, forms bar stock；By the bar stock anticipation heat to 230-
Surface lubrication is carried out after 250 DEG C, bar stock is loaded into recipient；Recipient and the die body of previously prepared correspondingly-shaped are connected
Connect；Extrusion forming, the aluminium alloy bar stock is heated to 530 DEG C -550 DEG C, and entered by extruder with 1-3m/min speed
Row extrusion forming, shear wall, card article and connecting plate are formed, through air-blast quenching, Ageing Treatment, be heated to 175 DEG C, and holding 8 is small
When；Product is reprocessed after squeezing, and removes flash removed, is aligned, is sheared afterwards by predetermined length；Obtained after passed examination
The finished product of shear wall, card article and connecting plate；
Step 2, aluminium alloy shear wall assembles：It is complete in the semi-enclosed cavity that corresponding card article insertion dop, groove are formed
Into the connection of shear wall；
Step 3, poured in place concrete.
The beneficial effects of the utility model are：The connection end of the shear wall of the utility model cathetus connection is provided with dop,
The two side of each shear wall connection end, it is all provided with the semiclosed chamber fluted, dop is formed with corresponding groove at dop
Body matches with card article, and two neighboring card article is connected by connecting plate；Shear wall, card article, connecting plate can Prefabrication, it is existing
During assembling, corresponding card article is inserted into dop, in the semi-enclosed cavity that groove is formed, completes the connection of shear wall, connection jail
It is Gu practical.Shear wall, card article, connecting plate are made using aluminium alloy, shear wall, the equal casting concrete in the inside of card article,
Equal casting concrete between connecting plate and corresponding dop；Good integrity, it is connected firmly, using same intensity and low elastic modulus
Aluminium alloy replace general steel plate composition aluminium alloy plate shear wall, service life length, it is attractive in appearance corrosion-resistant, reduce maintenance cost.
Aluminium alloy section is integrally formed, and node processing is convenient；It can be exempted from using the utility model assembled aluminium alloy shear wall
Formwork, speed of application are fast；Aluminium alloy modular ratio plain edition steel modulus of elasticity is low, deformation is relatively large, makees in horizontal earthquake
It is more preferable with lower energy-dissipating property；Construction can exempt to decorate after terminating.
Brief description of the drawings
, below will be to embodiment in order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, drawings in the following description are only
It is some embodiments of the utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is the cross-sectional view of the structure of the utility model embodiment 1.
Fig. 2 is the structural representation of the first shear wall in the utility model embodiment 1.
Fig. 3 is the structural representation of connector in the utility model embodiment 1.
Fig. 4 is the cross-sectional view of the structure of the utility model embodiment 2.
Fig. 5 is addition shear connector in the utility model embodiment 1 and the structural representation of the first shear wall after floor.
In figure, 1. first shear walls, 2. dops, 3.T type shear connectors, 4. grooves, 5. card articles, 6. connecting plates, 7. connectors,
8. the second shear wall, 9.T type groove structures, 10. concrete, 11. shear connectors, 12. floors.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describing, it is clear that described embodiment is only the utility model part of the embodiment, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belong to the scope of the utility model protection.
The structure of the utility model embodiment 1, as Figure 1-3, include the first shearing of the aluminium alloy of straight line connection
The connector 7 of wall 1 and aluminium alloy, the connection end of the first shear wall 1 are provided with dop 2, the two side of the first shear wall 1, close
Groove 4 is provided with dop 2, dop 2 forms semi-enclosed cavity with corresponding groove 4 respectively；Connector 7 includes card article 5 and connection
Plate 6, card article 5 match with semi-enclosed cavity, and two card articles 5 are fixedly connected by connecting plate 6, and connecting plate 6 is enclosed in shear wall
Dop 2 around, the end of dop 2 is provided with the T-shaped shear connector 3 of aluminium alloy, and T-shaped shear connector 3 is connected plate 6 and surrounded；First
Shear wall 1, the equal casting concrete 10 in the inside of card article 5, casting concrete 10 between connecting plate 6 and corresponding dop 2.
The structure of the utility model embodiment 2, as shown in figure 4, the shearing of the first shear wall 1, second including aluminium alloy
Wall 8, connector 7, the first shear wall 1 is identical with the structure of the second shear wall 8, the connection of the first shear wall 1, the second shear wall 8
End is equipped with dop 2, the first shear wall 1, the 8 linear connection of the second shear wall, the first shear wall 1, the two of the second shear wall 8
Side wall, fluted 4 are all provided with dop 2, dop 2 forms semi-enclosed cavity, the first shear wall 1 with corresponding groove 4 respectively
The end of dop 2 be provided with T-shaped shear connector 3, the end of dop 2 of the second shear wall 8 is provided with T-shaped groove structure 9, T-shaped shear connector 3 with
T-shaped groove structure 9 is connected；Connector 7 includes card article 5 and connecting plate 6, and card article 5 matches with corresponding semi-enclosed cavity,
First shear wall 1 is fixedly connected by corresponding connecting plate 6 respectively with two card articles 5 of the homonymy of the second shear wall 8, connecting plate 6
It is enclosed in around corresponding dop 2；First shear wall 1, the second shear wall 8, the equal casting concrete 10 in the inside of card article 5, connection
Equal casting concrete 10 between plate 6 and corresponding dop 2.
As shown in figure 5, because shear wall length is long, so in the vertical axis of 1 or second shear wall of the first shear wall 8
The floor 12 to play a supportive role is set up, shear wall inner face is additionally provided with shear connector 11, the spacing 0.8-1.2 of two floor 12
Rice, the spacing 0.15-0.3 rice of shear connector 11.
Connecting plate 6 is square so that the profile of the connection end of shear wall is consistent with the profile of other walls, is easy to construct；
The thickness of second shear wall 8 is identical with the thickness of the first shear wall 1, the width of card article 5 for the thickness of the first shear wall 1 1/4~
1/3, the length of card article 5 is 2-3 times of the width of card article 5；First shear wall 1, the second shear wall 8, card article 5, connecting plate 6 use 6
System or 7 line aluminium alloys.
Design principle of the present utility model：
The connection end of each shear wall is provided with dop 2 in the utility model, the two side of each shear wall connection end, close
Fluted 4 are all provided with dop 2, side wall and the semi-enclosed cavity that groove 4 is formed and card article 5 of dop 2 match, two neighboring card
Bar 5 is connected by connecting plate 6；Shear wall, card article 5, connecting plate 6 can Prefabrication, using low-yield and low elasticity mould
The aluminium alloy of amount replaces general steel plate to form aluminium alloy plate shear wall, and cost of transportation is low；During Assembling, by corresponding card article 5
In the semi-enclosed cavity that insertion dop 2, groove 4 are formed, the connection of shear wall is completed, is connected firmly, convenient disassembly, practicality
By force.
The utility model aluminium alloy shear wall includes the first shear wall 1, the second shear wall 8, card article 5, connecting plate 6, uses
Extrusion forming process is integrally formed obtained, specifically follows the steps below：
Step 1, aluminium alloy stock is melted；Ingot casting processing, forms bar stock；By the bar stock anticipation heat to 230-
Surface lubrication is carried out after 250 DEG C, bar stock is loaded into recipient；Recipient and the die body of previously prepared correspondingly-shaped are connected
Connect；Extrusion forming, the aluminium alloy bar stock is heated to 530 DEG C -550 DEG C, and entered by extruder with 1-3m/min speed
Row extrusion forming, the first shear wall 1, the second shear wall 8, card article 5 and connecting plate 6 are formed, through air-blast quenching, Ageing Treatment, is added
Heat is kept for 8 hours to 175 DEG C；Product is reprocessed after squeezing, and removes flash removed, is aligned, and is carried out afterwards by predetermined length
Shearing；The finished product of the first shear wall 1, the second shear wall 8, card article 5 and connecting plate 6 is obtained after passed examination；
Step 2, aluminium alloy shear wall assembles：By the semi-enclosed cavity that corresponding card article 5 inserts dop 2, groove 4 is formed
It is interior, complete the connection of shear wall；
Step 3, poured in place concrete.
Original cast-in-place ordinary reinforced concrete Shear Wall Structure Construction order is：First assembling reinforcement, then formwork supporting plate, pour again
Concrete is built, so expends template, long construction period, the too many difficulty of construction of joint reinforcing bar too.Original common steel reinforced concrete
Combined shear wall construction can not be integrally formed, section is single, can only use Site Welding, and field welding quality is difficult all to obtain
Ensure；Shear wall outer wall of the present utility model uses aluminium alloy, and compared with common shaped steel, the modulus of elasticity of aluminium alloy is small, power consumption,
Deformation performance is good, aluminium alloy better appearance, exempt from decoration, durability it is more preferable.
It should be noted that herein, term " comprising ", "comprising" or its any other variant are intended to non-row
His property includes, so that process, method, article or equipment including a series of elements not only include those key elements, and
And also include the other element being not expressly set out, or also include for this process, method, article or equipment institute inherently
Key element.In the absence of more restrictions, the key element limited by sentence "including a ...", it is not excluded that including institute
State in process, method, article or the equipment of key element and other identical element also be present.
Preferred embodiment of the present utility model is the foregoing is only, is not intended to limit protection model of the present utility model
Enclose.All made within spirit of the present utility model and principle any modification, equivalent substitution and improvements etc., are all contained in this reality
With in new protection domain.
Claims (9)
1. a kind of aluminium alloy combined concrete shear wall of straight line connection, it is characterised in that include the aluminium alloy system of straight line connection
Shear wall and aluminium alloy connector (7), the connection end of shear wall is provided with dop (2), the two side of shear wall, close to card
Head (2) place is provided with groove (4), and dop (2) forms semi-enclosed cavity with corresponding groove (4) respectively；Connector (7) includes card article
(5) match with connecting plate (6), card article (5) with corresponding semi-enclosed cavity, two card articles (5) connect by the way that connecting plate (6) is fixed
Connect, connecting plate (6) is enclosed in around the dop (2) of shear wall；The equal casting concrete in inside (10) of shear wall, card article (5), even
Casting concrete (10) between fishplate bar (6) and corresponding dop (2).
2. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 1, it is characterised in that described
The end of dop (2) is provided with the T-shaped shear connector (3) of aluminium alloy, and T-shaped shear connector (3) is connected plate (6) and surrounded；Shear wall, card
The equal casting concrete in inside (10) of bar (5), casting concrete (10) between connecting plate (6) and corresponding dop (2).
3. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 1, it is characterised in that described
Shear wall includes the first shear wall (1) and the second shear wall (8), and the first shear wall (1), the connection end of the second shear wall (8) are equal
Provided with dop (2), the first shear wall (1), the second shear wall (8) linear connection, the first shear wall (1) and the second shear wall
(8) two side, be equipped with size identical groove (4) close to dop (2) place, dop (2) respectively with corresponding groove (4) structure
Into semi-enclosed cavity, dop (2) end of the first shear wall (1) is provided with T-shaped shear connector (3), the dop of the second shear wall (8)
(2) end is provided with T-shaped groove structure (9), and T-shaped shear connector (3) is connected with T-shaped groove structure (9)；Connector (7) includes
Card article (5) and connecting plate (6), card article (5) match with corresponding semi-enclosed cavity, the first shear wall (1) and the second shear wall
(8) two card articles (5) of homonymy are fixedly connected by corresponding connecting plate (6) respectively, and connecting plate (6) is enclosed in corresponding dop
(2) around；First shear wall (1), the second shear wall (8), the equal casting concrete in inside (10) of card article (5), connecting plate (6)
The equal casting concrete (10) between corresponding dop (2).
4. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 3, it is characterised in that described
The floor (12) to play a supportive role is provided with first shear wall (1) or the second shear wall (8) vertical axial, shear wall inner face is also
It is provided with shear connector (11), two floors (12) spacing 0.8-1.2 rice, shear connector (11) spacing 0.15-0.3 rice.
5. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 3, it is characterised in that described
Shear wall includes the first shear wall (1) and the second shear wall (8), the thickness of the first shear wall (1) and the thickness of the second shear wall (8)
Spend identical.
6. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 3, it is characterised in that described
The width of card article (5) is the 1/4~1/3 of shear wall's thickness, and card article (5) length is 2-3 times of card article (5) width.
7. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 1, it is characterised in that described
Shear wall, card article (5), connecting plate (6) are integrally formed obtained using extrusion forming process；Shear wall, card article (5), connecting plate
(6) 6 systems or 7 line aluminium alloys are used.
8. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 1, it is characterised in that described
Connecting plate (6) is square.
9. the aluminium alloy combined concrete shear wall of a kind of straight line connection according to claim 1, it is characterised in that described
Concrete (10) is using C20 or C25, C30, C40 concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720407443.1U CN206784657U (en) | 2017-04-18 | 2017-04-18 | The aluminium alloy combined concrete shear wall of straight line connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720407443.1U CN206784657U (en) | 2017-04-18 | 2017-04-18 | The aluminium alloy combined concrete shear wall of straight line connection |
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| Publication Number | Publication Date |
|---|---|
| CN206784657U true CN206784657U (en) | 2017-12-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720407443.1U Expired - Fee Related CN206784657U (en) | 2017-04-18 | 2017-04-18 | The aluminium alloy combined concrete shear wall of straight line connection |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894546A (en) * | 2017-04-18 | 2017-06-27 | 广西大学 | The aluminium alloy combined concrete shear wall of straight line connection |
-
2017
- 2017-04-18 CN CN201720407443.1U patent/CN206784657U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894546A (en) * | 2017-04-18 | 2017-06-27 | 广西大学 | The aluminium alloy combined concrete shear wall of straight line connection |
| CN106894546B (en) * | 2017-04-18 | 2023-03-07 | 广西大学 | Aluminum alloy concrete combined shear wall in linear connection |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| 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: 20171222 Termination date: 20200418 |