CN209384451U - A kind of shear wall connection structure convenient for splicing - Google Patents
A kind of shear wall connection structure convenient for splicing Download PDFInfo
- Publication number
- CN209384451U CN209384451U CN201822198596.7U CN201822198596U CN209384451U CN 209384451 U CN209384451 U CN 209384451U CN 201822198596 U CN201822198596 U CN 201822198596U CN 209384451 U CN209384451 U CN 209384451U
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- wall
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- locating piece
- connection structure
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Abstract
The utility model discloses a kind of shear wall connection structures convenient for splicing, belong to shear wall field, it includes the upper wall and lower wall of vertical direction setting, the first link slot is offered along its length on the bottom wall of the upper wall, the second link slot is offered along its length on the roof of the lower wall, first link slot and the second link slot all extend on the two sidewalls in wall and lower width of wall body direction, are connected between the upper wall and lower wall by being embedded same connector in the first link slot and the second link slot.The utility model has and efficiently shear wall can be stitched together, and improves the effect of speed of application.
Description
Technical field
The utility model relates to shear wall field, in particular to a kind of shear wall connection structure convenient for splicing.
Background technique
Shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, is water caused by being primarily subjected to wind load or geological process between floors
The wall of flat load and vertical load can prevent structure from being cut damage.The form of construction work of shear wall generally has cast-in-place and assembly
Two kinds of forms, compared to cast-in-place form, fabricated shear wall has many advantages, such as that high production efficiency, engineering technology are good.
Existing Authorization Notice No. is that the Chinese patent of CN102979217B discloses a kind of full assembled wallboard connection of shear wall
Structure, comprising: precast hollow shear wall, the two neighboring precast hollow shear wall being vertically arranged are connected using grout sleeve, position
Muscle is indulged in the shear wall of the precast hollow shear wall of lower part to protrude into the grout sleeve of superposed precast hollow shear wall,
The grouting seam of 10-20mm is reserved between two precast hollow shear walls arranged up and down；Prefabricated hollow floor is cut with precast hollow
Power wall is connected by hard-shelf branch-mould, and prefabricated hollow floor is overlapped on the plate end of hard-shelf branch-mould, lap of splice 3-5cm, prefabricated
Ring beam reinforcing steel bar is set between cassette ceiling and precast hollow shear wall and completes that prefabricated hollow floor is U-shaped to get rid of muscle or muscle is got rid of in side
Overlap joint, and the casting concrete at the cast-in-place region of node.
It is above-mentioned that following defect exists in the prior art: to be connected, lifted using grout sleeve between precast hollow shear wall
In the process, the exactitude position for needing that the time is spent to realize between reinforcing bar and relevant sleeve, installation speed is slower, and installation effectiveness is low,
This problems demand solves.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of shear wall companies convenient for splicing
Binding structure, having efficiently to be stitched together shear wall, improve the effect of speed of application.
The above-mentioned technical purpose of the utility model has the technical scheme that
A kind of shear wall connection structure convenient for splicing, it is described including the upper wall and lower wall being arranged along the vertical direction
The first link slot is offered on the bottom wall of upper wall along its length, is opened up along its length on the roof of the lower wall
There is the second link slot, first link slot and the second link slot all extend to the two sidewalls of wall and lower width of wall body direction
On, it is connected between the upper wall and lower wall by being embedded same connector in the first link slot and the second link slot.
By using above-mentioned technical proposal, connector and the first link slot and the second link slot cooperate, so as to upper wall with
Lower wall contraposition connects, and the position aligning time in saving between wall and lower wall keeps speed of application highly efficient.
The utility model is further arranged to: the cross section of the connector is in " H " shape, four ends of the connector
It is provided with limit plate, the limit plate is horizontally disposed, and the relatively close side in connector end is arranged in.
Connector is enabled to be embedded in first when by upper wall together with lower wall connecting by using above-mentioned technical proposal
In second link slot, then the first link slot of military order is connected with connector, so that wall is connected with lower wall, the setting of limit plate
The upper and lower position of upper wall and lower wall is limited, limit effect is improved.
The utility model is further arranged to: first link slot is centrally positioned on the bottom wall of wall, and described
Two link slots are centrally positioned on the roof of lower wall, are provided with along the vertical direction in the lower wall of second link slot two sides
Second locating piece, second locating piece are pierced by lower wall roof；
Holding tank is opened up on the upper wall bottom wall of first link slot two sides, edge in the upper wall above the holding tank
Vertical direction is provided with the first locating piece, and first locating piece is pierced by holding tank roof, and with the second locating piece along same
Straight line setting, the first locating piece internal screw thread are connected with fixing piece, the one end of the fixing piece far from the first locating piece and the
Two locating pieces are threadedly coupled.
By using above-mentioned technical proposal, after being docked between upper wall and lower wall by connector, rotational fixture is extremely
First the second locating piece of locating piece is connected by fixing piece, so that the position of upper wall and lower wall is fixed, reinforcement structure stability.
The utility model is further arranged to: it is equipped with the first reinforcing bar in the upper wall in parallel along the vertical direction, it is described
The second reinforcing bar is equipped in lower wall along the vertical direction, first reinforcing bar and the second reinforcing bar are arranged along same straight line.
By using above-mentioned technical proposal, the stress-bearing capability that shear wall needs to have certain, reinforcing bar can to upper wall and
The structural strengthening of lower wall, to improve the intensity of upper wall and lower wall body structure.
The utility model is further arranged to: first locating piece is fixed at the first reinforcing bar bottom end, and described second
Locating piece is fixed at the top of the second reinforcing bar.
By using above-mentioned technical proposal, when being connected between the first locating piece and the second locating piece by fixing piece, together
When the first reinforcing bar and the second reinforcing bar are linked together, further promote the stability connected between upper wall and lower wall.
The utility model is further arranged to: being fixedly installed nut in the middle part of the fixing piece.
By using above-mentioned technical proposal, the setting of nut improves structure convenient for rotating by tool to fixing piece
Whole operability.
The utility model is further arranged to: cement mortar is filled in the holding tank.
By using above-mentioned technical proposal, cement mortar holding tank is filled it is smooth, fixing piece is covered in, improve knot
The stability of structure.
The utility model is further arranged to: the thickness of described connector each section is in the range of 0.8cm-1.2cm.
By using above-mentioned technical proposal, while the thickness of connector is moderate, intensity with higher is hardly damaged.
In conclusion the utility model has the following beneficial effects:
1. by the first link slot, the second link slot and connector by upper wall together with lower wall connecting, play by
The effect that upper wall and lower wall are pre-positioned improves splicing efficiency；
2. the second locating piece is arranged in lower wall, and will by fixing piece by the way that the first locating piece is arranged in upper wall
First locating piece and the second locating piece link together, while the position of upper wall and lower wall being fixed；
3. being connected to the first reinforcing bar bottom end by the first locating piece, the second locating piece is connected to the second reinforcing bar top, make
Structure when wall is together with lower wall connecting is strengthened.
Detailed description of the invention
Fig. 1 is in the utility model for embodying whole perspective view of the explosion；
Fig. 2 is in the utility model for embodying the diagrammatic cross-section of wall and lower wall internal structure.
In figure, 1, upper wall；11, the first link slot；12, the first locating piece；121, fixing piece；122, nut；13, first
Reinforcing bar；14, holding tank；141, cement mortar；2, lower wall；21, the second link slot；22, the second locating piece；23, the second reinforcing bar；
3, connector；31, limit plate.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment:
A kind of shear wall connection structure convenient for splicing, as shown in Figure 1, including 1 He of upper wall being arranged along the vertical direction
Lower wall 2, offers the first link slot 11 on the bottom wall of upper wall 1 along its length, on the roof of lower wall 2 along its length
Direction offers the second link slot 21, and the first link slot 11 and the second link slot 21 are symmetrical arranged, and are connected to 1 He of wall
On the cell wall of lower 2 two sides of wall.By embedded in the first link slot 11 and the second link slot 21 between upper wall 1 and lower wall 2
Enter same a connection piece 3 to link together, play the role of pre-determined bit, in order to the connection between subsequent upper wall 1 and lower wall 2
It is fixed, keep contraposition process highly efficient.
As shown in Figure 1, the cross section of connector 3 is in " H " shape, four ends of connector 3 are horizontally disposed to be had
Limit plate 31, limit plate 31 and connector 3 are integrally formed, and limit plate 31 is arranged in four ends of connector 3 and opposite leans on
Close side.The thickness of 3 various pieces of connector is in the range of 0.8cm-1.2cm, the thickness of connector 3 in the present embodiment
For 1cm, while guaranteeing higher intensity and toughness, thickness is moderate, does not easily cause the first link slot 11 and the second link slot
21 width are excessive and destroy the case where going up wall 1 and lower 2 structural strength of wall, between connector 3 and upper wall 1 and lower wall 2
For interference fit.
As shown in Fig. 2, the first link slot 11 and the second link slot 21 are centrally positioned in respectively on the bottom wall of wall 1,
And on the roof of lower wall 2, the left and right sides that the bottom wall of upper wall 1 is located at the first link slot 11 offers holding tank 14, holds
Receive the top of slot 14 upper wall 1 in be provided with the first locating piece 12 along the vertical direction, 12 internal screw thread of the first locating piece is connected with solid
Determine part 121；It is located at 21 left and right sides of the second link slot in lower wall 2 and is equipped with the second locating piece 22, fixing piece along the vertical direction
121 other end is threadedly coupled with the second locating piece 22.Wherein, the height of holding tank 14 is equal to the 1/3 of 121 length of fixing piece,
The slot that the length for the threaded portion that second locating piece, 22 inside cooperates with fixing piece 121 is equal to holding tank 14 is high, the first locating piece 12
The length of internal threaded portion is equal to two times of 22 flighted length of the second locating piece, the position of 121 length of fixing piece 2/3 at
Integrally formed with nut 122.
When upper wall 1 and lower wall 2 link together, the second link slot 21 will be placed below connector 3 first
At the notch of side, enables connector 3 be moved into the second link slot 21 and be completely embedded into, then enable the notch of the first link slot 11
It is directed at 3 top half of connector, 1 to the first link slot 11 of wall and the complete split of the second link slot 21 in promotion.First connection
Slot 11 and the second link slot 21 and connector 3 are clamped after upper wall 1 and lower 2 pre-connection of wall nut 122 using spanner, are turned
Dynamic nut 122 is moved to fixing piece 121 into the second locating piece 22, when 121 lower section of fixing piece closely connects with the second locating piece 22
After connecing, fixing piece 121 is in the length in the first locating piece 12 and it is located at the equal length in the second locating piece 22, and screw thread connects
Connecing has the effect of self-locking, can be fixed together upper wall 1 and lower wall 2.
As shown in Fig. 2, be equipped with the first reinforcing bar 13 in upper wall 1 in parallel along the vertical direction, 12 one of the first locating piece at
Type is in the bottom end of the first reinforcing bar 13；The second reinforcing bar 23 is equipped in lower wall 2 along the vertical direction, the second locating piece 22 is integrally formed
In the top of the second reinforcing bar 23.Since shear wall needs have the function of bearing shearing, reinforcing bar can be to upper wall 1 and lower wall
2 structural strengthening, to improve the intensity of upper wall 1 and lower 2 structure of wall.When between the first locating piece 12 and the second locating piece 22
When being connected by fixing piece 121, the first reinforcing bar 13 and the second reinforcing bar 23 are linked together indirectly, to promote upper wall 1 under
The stability that wall 2 connects.After fixing piece 121 links together the first locating piece 12 and the second locating piece 22, in holding tank
Filling concrete mortar 141 in 14, holding tank 14 is filled with upper wall 1 and lower wall 2 it is smooth, fixing piece 121 is supported in,
While improving the stability of structure, aesthetics is improved.
The implementation principle of above-described embodiment are as follows: enable and being completely embedded on the downside of connector 3 in second link slot 21, then first is connected
Access slot 11 is connected with connector 3, by upper wall 1 together with lower 2 pre-connection of wall.121 to the first locating piece of rotational fixture
12 link together with the second locating piece 22, the filling concrete mortar 141 in holding tank 14, the connection of upper wall 1 and lower wall 2
It completes.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of shear wall connection structure convenient for splicing, it is characterised in that: including the upper wall (1) that is arranged along the vertical direction and
Lower wall (2) offers the first link slot (11) on the bottom wall of the upper wall (1), the lower wall (2) along its length
Roof on offer along its length the second link slot (21), first link slot (11) and the second link slot (21) are equal
It extends on the two sidewalls of wall (1) and lower wall (2) width direction, passes through between the upper wall (1) and lower wall (2)
Same connector (3) is embedded in first link slot (11) and the second link slot (21) to be connected.
2. a kind of shear wall connection structure convenient for splicing according to claim 1, it is characterised in that: the connector
(3) cross section is in " H " shape, and four ends of the connector (3) are provided with limit plate (31), limit plate (31) edge
It is horizontally arranged, and the side relatively close in connector (3) end is set.
3. a kind of shear wall connection structure convenient for splicing according to claim 1, it is characterised in that: first connection
Slot (11) is centrally positioned on the bottom wall of wall (1), and second link slot (21) is centrally positioned in the roof of lower wall (2)
On, it is provided with along the vertical direction the second locating piece (22) in the lower wall (2) of the second link slot (21) two sides, described second
Locating piece (22) is pierced by lower wall (2) roof；
It is opened up holding tank (14) on upper wall (1) bottom wall of first link slot (11) two sides, above the holding tank (14)
Upper wall (1) in be provided with along the vertical direction the first locating piece (12), first locating piece (12) is pierced by holding tank (14)
Roof, and be arranged with the second locating piece (22) along same straight line, the first locating piece (12) internal screw thread is connected with fixing piece
(121), the fixing piece (121) is threadedly coupled far from the one end of the first locating piece (12) with the second locating piece (22).
4. a kind of shear wall connection structure convenient for splicing according to claim 3, it is characterised in that: the upper wall
(1) it is equipped in parallel along the vertical direction the first reinforcing bar (13) in, is equipped with the second reinforcing bar along the vertical direction in the lower wall (2)
(23), first reinforcing bar (13) and the second reinforcing bar (23) are arranged along same straight line.
5. a kind of shear wall connection structure convenient for splicing according to claim 4, it is characterised in that: first positioning
Part (12) is fixed at the first reinforcing bar (13) bottom end, and second locating piece (22) is fixed at the top of the second reinforcing bar (23)
End.
6. a kind of shear wall connection structure convenient for splicing according to claim 5, it is characterised in that: the fixing piece
(121) nut (122) are fixedly installed in the middle part of.
7. a kind of shear wall connection structure convenient for splicing according to claim 6, it is characterised in that: the holding tank
(14) cement mortar (141) are filled in.
8. a kind of shear wall connection structure convenient for splicing according to claim 2, it is characterised in that: the connector
(3) thickness of each section is in the range of 0.8cm-1.2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822198596.7U CN209384451U (en) | 2018-12-25 | 2018-12-25 | A kind of shear wall connection structure convenient for splicing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822198596.7U CN209384451U (en) | 2018-12-25 | 2018-12-25 | A kind of shear wall connection structure convenient for splicing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209384451U true CN209384451U (en) | 2019-09-13 |
Family
ID=67873356
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822198596.7U Active CN209384451U (en) | 2018-12-25 | 2018-12-25 | A kind of shear wall connection structure convenient for splicing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209384451U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761414A (en) * | 2019-10-29 | 2020-02-07 | 华中科技大学 | I-type standard block combined mortise and tenon joint and assembled construction component |
| CN111962717A (en) * | 2020-07-27 | 2020-11-20 | 安徽地平线建筑设计有限公司 | Assembled wall body fixing and connecting device and mounting method thereof |
| CN112252519A (en) * | 2020-11-06 | 2021-01-22 | 绍兴宝城建筑工业化制造有限公司 | Connecting structure and construction method of prefabricated wall panel |
| CN112302208A (en) * | 2020-10-20 | 2021-02-02 | 惠州市鸿泰建筑工程有限公司 | Fabricated building wall and construction method thereof |
| CN112411741A (en) * | 2020-11-28 | 2021-02-26 | 中实翊(福建)建设工程有限公司 | Fabricated building structure and construction method |
| CN113529980A (en) * | 2021-07-24 | 2021-10-22 | 江苏天力建设集团有限公司 | Connect stable prefabricated wall body |
| CN114108886A (en) * | 2021-11-29 | 2022-03-01 | 福建华航建设集团有限公司 | Prefabricated stiff concrete shear wallboard |
-
2018
- 2018-12-25 CN CN201822198596.7U patent/CN209384451U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110761414A (en) * | 2019-10-29 | 2020-02-07 | 华中科技大学 | I-type standard block combined mortise and tenon joint and assembled construction component |
| CN111962717A (en) * | 2020-07-27 | 2020-11-20 | 安徽地平线建筑设计有限公司 | Assembled wall body fixing and connecting device and mounting method thereof |
| CN112302208A (en) * | 2020-10-20 | 2021-02-02 | 惠州市鸿泰建筑工程有限公司 | Fabricated building wall and construction method thereof |
| CN112252519A (en) * | 2020-11-06 | 2021-01-22 | 绍兴宝城建筑工业化制造有限公司 | Connecting structure and construction method of prefabricated wall panel |
| CN112411741A (en) * | 2020-11-28 | 2021-02-26 | 中实翊(福建)建设工程有限公司 | Fabricated building structure and construction method |
| CN113529980A (en) * | 2021-07-24 | 2021-10-22 | 江苏天力建设集团有限公司 | Connect stable prefabricated wall body |
| CN114108886A (en) * | 2021-11-29 | 2022-03-01 | 福建华航建设集团有限公司 | Prefabricated stiff concrete shear wallboard |
| CN114108886B (en) * | 2021-11-29 | 2023-02-21 | 福建华航建设集团有限公司 | Prefabricated stiff concrete shear wallboard |
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 212000 No. 699, Nanxu Avenue, Zhenjiang City, Jiangsu Province Patentee after: Zhenjiang Planning Survey and Design Group Co.,Ltd. Address before: 212004 No. 699 Nanxu Avenue, Zhenjiang City, Jiangsu Province Patentee before: ZHENJIANG PLANNING AND DESIGN INSTITUTE |
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| CP03 | Change of name, title or address |