CN209381009U - A kind of precast shear wall using cast-in-place connection type - Google Patents
A kind of precast shear wall using cast-in-place connection type Download PDFInfo
- Publication number
- CN209381009U CN209381009U CN201822181185.7U CN201822181185U CN209381009U CN 209381009 U CN209381009 U CN 209381009U CN 201822181185 U CN201822181185 U CN 201822181185U CN 209381009 U CN209381009 U CN 209381009U
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- China
- Prior art keywords
- outer framework
- wooden outer
- cast
- connection type
- bottom plate
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Abstract
The utility model discloses a kind of precast shear walls using cast-in-place connection type, including bottom plate and wooden outer framework, the lower section of the wooden outer framework is arranged in the bottom plate, the both ends bottom of the bottom plate is provided with shear plate, the both sides of the wooden outer framework, two rows of fixing bolts are provided on the bottom plate, the top of the wooden outer framework is connected by twist-on bolt with upper end cover board, the internal cruciform of the wooden outer framework is provided with vertical pouring reinforcement and anyhow reinforcing bar beam, anyhow the end of the reinforcing bar beam is provided with outer cover, the side of the wooden outer framework is provided with inscription board, this kind has speed of production fast by the precast shear wall that cast-in-place connection type is produced, it is high-efficient, advantage low in cost, building cost can be substantially reduced.
Description
Technical field
The utility model relates to technical field of buildings, specially a kind of precast shear wall using cast-in-place connection type.
Background technique
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Shear wall is primarily subjected to wind load in house or structures
Or the wall of horizontal loading caused by geological process and vertical load (gravity), prevent structure shear (being cut) from destroying, therefore cut
Power wall is also known as seismic structural wall, earthquake resistant wall, is generally made into armored concrete.
And with life, the continuous quickening of work rhythm, the shear wall of traditional formula of constructing on the spot increasingly can not
Meet the requirement of rapid construction.
Utility model content
The purpose of this utility model is to provide a kind of precast shear walls using cast-in-place connection type, to solve above-mentioned back
The problem of existing shear wall proposed in scape technology is unable to satisfy people's demand.
To achieve the above object, the utility model provides the following technical solutions: a kind of using the prefabricated of cast-in-place connection type
The lower section of the wooden outer framework, the both ends of the bottom plate are arranged in shear wall, including bottom plate and wooden outer framework, the bottom plate
Bottom is provided with shear plate, is provided with two rows of fixing bolts on the both sides of the wooden outer framework, the bottom plate, described wooden outer
The top of frame is connected by twist-on bolt with upper end cover board, and the internal cruciform of the wooden outer framework, which is provided with, vertically to be poured
Reinforcing bar and anyhow reinforcing bar beam are built, the end of the reinforcing bar beam anyhow is provided with outer cover, the side setting of the wooden outer framework
There is inscription board.
Further, the bottom plate and wooden outer framework are clamped by the way that gasket is fixed.
Further, the bottom plate is connect with fixing bolt by Screw assembly, and the quantity of the fixing bolt is ten,
It is evenly distributed in the two sides of the wooden outer framework.
Further, the vertical pouring reinforcement welds together with reinforcing bar beam right-angled intersection anyhow, described vertically to pour
Reinforcing bar and reinforcing bar beam anyhow with wooden outer framework nested encryptions.
Further, the reinforcing bar beam anyhow is Nian Jie with outer cover, and the outer cover is fixedly connected with wooden outer framework.
Further, the inscription board is by spray mo(u)lding on the surface of wooden outer framework.
Further, by screw thread twist-on, the twist-on bolt passes through with upper end cover board for the twist-on bolt and wooden outer framework
Screw thread twist-on.
Further, the wooden outer framework is all made of wood materials, and the upper end cover board uses stainless steel plate.
Compared with prior art, the utility model has the beneficial effects that this kind is produced by cast-in-place connection type
Precast shear wall have the advantages that speed of production is fast, high-efficient, low in cost, building cost can be substantially reduced.
Detailed description of the invention
Fig. 1 is that the master of the utility model cuts open schematic diagram；
Fig. 2 is the top view of the utility model；
Fig. 3 is the left view of the utility model.
In figure: 1, bottom plate；2, shear plate；3, fixing bolt；4, wooden outer framework；5, upper end cover board；6, twist-on bolt；7, it hangs down
Straight pouring reinforcement；8, reinforcing bar beam anyhow；9, outer cover；10, inscription board.
Specific embodiment
In the description of the present invention, it should be understood that term " center ", " longitudinal direction ", " transverse direction ", "upper", "lower",
The orientation or positional relationship of the instructions such as "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outside" is
It is based on the orientation or positional relationship shown in the drawings, is merely for convenience of describing the present invention and simplifying the description, rather than indicate
Or imply that signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore cannot understand
For limitations of the present invention.In addition, term " first ", " second " etc. are used for description purposes only, and should not be understood as indicating
Or it implies relative importance or implicitly indicates the quantity of indicated technical characteristic." first ", " second " etc. are defined as a result,
Feature can explicitly or implicitly include one or more of the features.It is in the description of the present invention, unless another
It is described, the meaning of " plurality " is two or more.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, on being understood by concrete condition
State the concrete meaning of term in the present invention.
Refering to fig. 1-3, the utility model provides a kind of technical solution: a kind of prefabricated shearing using cast-in-place connection type
Wall, including bottom plate 1 and wooden outer framework 4, the bottom plate 1 are arranged in the lower section of the wooden outer framework 4, and the two of the bottom plate 1
End bottom is provided with shear plate 2, is provided with two rows of fixing bolts 3 on the both sides of the wooden outer framework 4, the bottom plate 1, described
The top of wooden outer framework 4 is connected by twist-on bolt 6 with upper end cover board 5, and the internal cruciform of the wooden outer framework 4 is set
It is equipped with vertical pouring reinforcement 7 and anyhow reinforcing bar beam 8, the end of the reinforcing bar beam anyhow 8 is provided with outer cover 9, described wooden outer
The side of frame 4 is provided with inscription board 10.
In the present embodiment, the bottom plate 1 is clamped with wooden outer framework 4 by the way that gasket is fixed, and setting can be in order to institute in this way
State the connection of bottom plate 1 Yu wooden outer framework 4.
In the present embodiment, the bottom plate 1 is connect with fixing bolt 3 by Screw assembly, and the quantity of the fixing bolt 3 is
Ten, the two sides of the wooden outer framework 4 are evenly distributed in, setting in this way can pass through, and the fixing bolt 3 will be originally practical new
Type is fixed on required position, precast shear wall.
In the present embodiment, the vertical pouring reinforcement 7 welds together with 8 right-angled intersection of reinforcing bar beam anyhow, described vertical
Pouring reinforcement 7 and reinforcing bar beam 8 anyhow with wooden 4 nested encryptions of outer framework, the vertical pouring reinforcement 7 and reinforcing bar beam 8 anyhow
Right-angled intersection setting, can be used as the load-carrying members of shear wall.
In the present embodiment, the reinforcing bar beam anyhow 8 is Nian Jie with outer cover 9, and the outer cover 9 and wooden outer framework 4 are fixed
Connection, the outer cover 9 can be used as the entrance of drying the utility model.
In the present embodiment, for the inscription board 10 by spray mo(u)lding on the surface of wooden outer framework 4, the inscription board 10 can
Selected convenient for user for showing the length parameter of the utility model.
In the present embodiment, the twist-on bolt 6 passes through screw thread twist-on, the twist-on bolt 6 and upper end cover board with wooden outer framework 4
5 by screw thread twist-on, and the twist-on bolt 6 can be used for the connection of wooden outer framework 4 and upper end cover board 5, thus fixed for shear wall
Type.
In the present embodiment, the wooden outer framework 4 is all made of wood materials, and the upper end cover board 5 uses stainless steel plate, this
The cost that can reduce precast shear wall is arranged in sample.
Working principle: being fixed on required position for bottom plate 1, wooden outer framework 4 is then connected to 1 top of bottom plate, and lead to
It crosses fixing bolt 3 the utility model is fixed, is then placed in vertical pouring reinforcement 7 and anyhow 8 right-angled intersection of reinforcing bar beam
Inside wooden outer framework 4, and cement mortar is poured onto inside wooden outer framework 4 by the aperture at wooden 4 top of outer framework, so
Outer cover 9 is peeled off afterwards, and the precast shear wall inside wooden outer framework 4 is dried from outer cover 9 using drying equipment, to
After cement mortar is cooled and shaped, external wooden outer framework 4 is removed, the pouring molding of the utility model can be completed.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (8)
1. a kind of precast shear wall using cast-in-place connection type, it is characterised in that: including bottom plate (1) and wooden outer framework (4),
The bottom plate (1) is arranged in the lower section of the wooden outer framework (4), and the both ends bottom of the bottom plate (1) is provided with shear plate
(2), the both sides of the wooden outer framework (4), be provided with two rows of fixing bolts (3) on the bottom plate (1), the wooden outer framework
(4) top is connected by twist-on bolt (6) with upper end cover board (5), the internal cruciform setting of the wooden outer framework (4)
There are vertical pouring reinforcement (7) and anyhow reinforcing bar beam (8), the end of the reinforcing bar beam anyhow (8) is provided with outer cover (9), described
The side of wooden outer framework (4) is provided with inscription board (10).
2. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: the bottom plate
(1) it is clamped with wooden outer framework (4) by the way that gasket is fixed.
3. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: the bottom plate
(1) it is connect with fixing bolt (3) by Screw assembly, the quantity of the fixing bolt (3) is ten, is evenly distributed in the wood
The two sides of matter outer framework (4).
4. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: described vertical
Pouring reinforcement (7) welds together with reinforcing bar beam anyhow (8) right-angled intersection, the vertical pouring reinforcement (7) and reinforcing bar beam anyhow
(8) with wooden outer framework (4) nested encryptions.
5. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: it is described anyhow
Reinforcing bar beam (8) is Nian Jie with outer cover (9), and the outer cover (9) is fixedly connected with wooden outer framework (4).
6. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: the inscription
Board (10) passes through spray mo(u)lding on the surface of wooden outer framework (4).
7. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: the twist-on
By screw thread twist-on, the twist-on bolt (6) and upper end cover board (5) pass through screw thread twist-on for bolt (6) and wooden outer framework (4).
8. a kind of precast shear wall using cast-in-place connection type according to claim 1, it is characterised in that: described wooden
Outer framework (4) is all made of wood materials, and the upper end cover board (5) uses stainless steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822181185.7U CN209381009U (en) | 2018-12-25 | 2018-12-25 | A kind of precast shear wall using cast-in-place connection type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822181185.7U CN209381009U (en) | 2018-12-25 | 2018-12-25 | A kind of precast shear wall using cast-in-place connection type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209381009U true CN209381009U (en) | 2019-09-13 |
Family
ID=67873695
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822181185.7U Expired - Fee Related CN209381009U (en) | 2018-12-25 | 2018-12-25 | A kind of precast shear wall using cast-in-place connection type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209381009U (en) |
-
2018
- 2018-12-25 CN CN201822181185.7U patent/CN209381009U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190913 Termination date: 20201225 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |