CN208650329U - A kind of band packet column module shear wall - Google Patents
A kind of band packet column module shear wall Download PDFInfo
- Publication number
- CN208650329U CN208650329U CN201820843877.0U CN201820843877U CN208650329U CN 208650329 U CN208650329 U CN 208650329U CN 201820843877 U CN201820843877 U CN 201820843877U CN 208650329 U CN208650329 U CN 208650329U
- Authority
- CN
- China
- Prior art keywords
- perps
- plate
- band
- connector
- few font
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Finishing Walls (AREA)
Abstract
A kind of band packet column module shear wall, including several "-" type band packet column shear wall modules, several "-" type band packet column shear wall modules are vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall module includes exterior wall band perps plate, a few font interior walls band perps plate and connector；Exterior wall band perps plate and a few font interior walls band perps plate parallel vertical are arranged, and several connectors are vertically fixedly installed between exterior wall band perps plate and a few font interior walls band perps plate, form "-" type band packet column shear wall module；There is protrusion in the module upper end of the utility model, realizes that grafting is integrated with positioning, saves special positioning step, and grafting is more secured up and down, prevents the phenomenon that being detached between module when casting concrete.
Description
Technical field
The utility model belongs to shear wall technical field, in particular to a kind of band packet column module shear wall.
Background technique
Shear wall is to be primarily subjected to horizontal loading caused by wind load or geological process and vertical lotus in house or structures
The wall of load, prevents structure shear from destroying.
Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block shear wall by structural material,
It is wherein the most commonly used with reinforced concrete shear wall.Existing shear wall is applying man-hour requirement positioning, and construction efficiency is low, while again
Amount is big, and transport is inconvenient, and transportation cost is high.
Existing there are also EPS shear wall, reinforcing bar is fixed by clamp, and clamp needs are separately installed, and installation difficulty is big, constructs
Construction efficiency is influenced in journey, also defines the quantity of installation reinforcing bar.
Utility model content
The purpose of this utility model is to provide a kind of band packet column module shear walls, to solve the above problems.
To achieve the above object, the utility model uses following technical scheme:
A kind of band packet column module shear wall, including several "-" type band packet column shear wall modules, several "-" type bands
Packet column shear wall module is vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall module includes outer
Wall band perps plate, a few font interior walls band perps plate and connector；Perps plate is parallel erects for exterior wall band perps plate and a few font interior walls band
Straight setting, several connectors are vertically fixedly installed between exterior wall band perps plate and a few font interior walls band perps plate, form a word
Type band packet column shear wall module；
Exterior wall band perps plate includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps
Plate is fixed on two faces of intermediate plate, and the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and is formed
Rectangular parallelepiped structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps of protrusion in side
Plate；The opening direction of perps plate perps is opposite；
A few font interior wall band perps plates include two a few font perps plates and a few font intermediate plates；Two a few font perps plates
It is respectively fixedly disposed in the interior and exterior of a few font intermediate plates, two a few font perps plates form several font structures；In several fonts
Between one end of plate stretch out a few font structure ends that two a few font perps plates are formed and form protrusion, the other end and two several fonts
A few font structure ends that perps plate is formed form groove；A few font intermediate plates are moved up to be formed in two a few font perps plates
Several font structures at the top of form protrusion, form groove in a few font structure bottoms that two a few font perps plates are formed；Several words
The opening direction of type perps plate perps is opposite；Packet column space is formed between exterior wall band perps plate and a few font interior walls band perps plate.
Further, be provided with several protrusions at the top of a few font intermediate plates, the bottom of a few font intermediate plates be provided with
The groove that protrusion matches；The top of protrusion is equal to the height of a few font perps plates to the height at the top of intermediate plate bottom groove
Degree；Several protrusions are provided at the top of intermediate plate, the bottom of intermediate plate is provided with the groove to match with protrusion；The top of protrusion
It is equal to the height of perps plate to the height at the top of intermediate plate bottom groove.
Further, a few font perps plates are a few font plates that single side is provided with several perps；A few font perps plates erect
Seam is the dovetail groove of spaced set；The edge and dovetail groove internal edge of perps opening are rounded structure；Perps plate
The rectangular slab of several perps is provided with for single side；The perps of perps plate is the dovetail groove of spaced set；The side of perps opening
Edge and dovetail groove internal edge are rounded structure.
Further, connector is plate, and connector includes the first connector and the second connector；The first adjacent connection
The upper surface of part is in same level；The second connector is provided between the first adjacent connector, under the second connector
Surface and the lower surface of most marginal first connector are in same level；The upper surface of first connector is provided with several recessed
Slot, groove is interior to place reinforcing bar, and reinforcing bar connects several connectors.
Further, connector is plate, and connector includes the first connector and the second connector；The first adjacent connection
The upper surface of part is in same level；The second connector is provided between the first adjacent connector, under the second connector
Surface and the lower surface of most marginal first connector are in same level；Several holes are offered in first connector, in hole
Reinforcing bar is set, and reinforcing bar connects several connectors.
Further, concrete perfusion between exterior wall band perps plate and a few font interior walls band perps plate, exterior wall band perps plate
With a few font interior walls with perps plate far from smearing facing coating on the perps plate of connector.
Further, end bosses direction phase of end bosses of the exterior wall with perps plate with a few font interior walls with perps plate
Instead.
Further, exterior wall band perps plate, a few font interior walls band perps plate and connector are by die box one-pass molding system
At as a whole.
Compared with prior art, the utility model has following technical effect:
There is protrusion in the module upper end of the utility model, realizes that grafting is integrated with positioning, saves special positioning step, and
Upper and lower grafting is more secured, prevents the phenomenon that being detached between module when casting concrete.
The utility model transport when can close-packed arrays, increase conevying efficiency, reduce transportation cost.
Reinforcing bar on the utility model connector avoids reinforcing bar from constructing using placing reinforcing bar or penetrating the form of reinforcing bar
Middle movement improves construction efficiency；This structure can not only improve shear wall intensity, and even more important is as needed in each section placement
The reinforcing bar or rod iron of different number play the role of needing to adjust shear wall rigidity according to building.The connection taken various forms
Part guarantees that bulging does not occur in external and internal wall in casting concrete.
There is the perps with fillet on the outside of the utility model structure, improve the binding force of anticracking grout or concrete and EPS,
It and be damaged module will not because of the collision of wedge angle during transportation.
Concrete perfusion between the utility model exterior wall band perps plate and a few font interior walls band perps plate, exterior wall band perps plate
Increase module strength and thermal insulation property far from anticracking grout is smeared on the perps plate of connector with perps plate with a few font interior walls,
Form structure-integrated wall.
Detailed description of the invention
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model top view；
Fig. 3 is connector distribution map；
Wherein: 1, exterior wall band perps plate；2, connector；3, a few font interior wall band perps plates.
Specific embodiment
Below in conjunction with attached drawing, the present invention will be further described:
Fig. 1 and Fig. 2, a kind of band packet column module shear wall, including several "-" type band packet column shear wall modules are please referred to,
Several "-" type band packet column shear wall modules are vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band Bao Zhu is cut
Power wall module includes exterior wall band perps plate 1, a few font interior walls band perps plate 3 and connector 2；Exterior wall band perps plate 1 and a few fonts
Interior wall band 3 parallel vertical of perps plate is arranged, and several connectors 2 are vertically fixedly installed on exterior wall band perps plate 1 and a few font interior walls
Between band perps plate 3, "-" type band packet column shear wall module is formed；
Exterior wall band perps plate 1 includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps
Plate is fixed on two faces of intermediate plate, and the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and is formed
Rectangular parallelepiped structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps of protrusion in side
Plate 1；The opening direction of perps plate perps is opposite；
A few font interior wall band perps plates 3 include two a few font perps plates and a few font intermediate plates；Two a few font perps
Plate is respectively fixedly disposed in the interior and exterior of a few font intermediate plates, and two a few font perps plates form several font structures；Several fonts
One end of intermediate plate stretches out a few font structure ends that two a few font perps plates are formed and forms protrusion, the other end and two several words
A few font structure ends that type perps plate is formed form groove；A few font intermediate plates are moved up in two a few font perps plate shapes
At several font structures at the top of form protrusion, form groove in a few font structure bottoms that two a few font perps plates are formed；It is several
The opening direction of font perps plate perps is opposite；It is empty that packet column is formed between exterior wall band perps plate 1 and a few font interior walls band perps plate 3
Between.
Several protrusions are provided at the top of a few font intermediate plates, the bottom of a few font intermediate plates is provided with to match with protrusion
Groove；The top of protrusion is equal to the height of a few font perps plates to the height at the top of intermediate plate bottom groove；Intermediate plate
Top is provided with several protrusions, and the bottom of intermediate plate is provided with the groove to match with protrusion；The top to intermediate plate bottom of protrusion
The height at the top of portion's groove is equal to the height of perps plate.
A few font perps plates are a few font plates that single side is provided with several perps；The perps of a few font perps plates is equidistant
The dovetail groove of setting；The edge and dovetail groove internal edge of perps opening are rounded structure；Perps plate is single side setting
There is the rectangular slab of several perps；The perps of perps plate is the dovetail groove of spaced set；The edge and dovetail of perps opening
Slot internal edge is rounded structure.
Connector 2 is plate, and connector 2 includes the first connector and the second connector；The first adjacent connector it is upper
Surface is in same level；Be provided with the second connector between the first adjacent connector, the lower surface of the second connector with
The lower surface of most marginal first connector is in same level；The upper surface of first connector is provided with several grooves, recessed
Reinforcing bar is placed in slot, reinforcing bar connects several connectors.
Connector 2 is plate, and connector 2 includes the first connector and the second connector；The first adjacent connector it is upper
Surface is in same level；Be provided with the second connector between the first adjacent connector, the lower surface of the second connector with
The lower surface of most marginal first connector is in same level；Several holes are offered in first connector, and steel is set in hole
Muscle, reinforcing bar connect several connectors.
Concrete perfusion between exterior wall band perps plate 1 and a few font interior walls band perps plate 3, exterior wall band perps plate 1 and a few words
Type interior wall is with perps plate 3 far from smearing facing coating on the perps plate of connector 2.
End bosses of the exterior wall with perps plate 1 are contrary with a few end bosses of the font interior wall with perps plate 3.
Exterior wall band perps plate 1, a few font interior walls band perps plate 3 and connector 2 are made as by die box one-pass molding
It is whole.
Claims (8)
1. a kind of band packet column module shear wall, which is characterized in that including several "-" type band packet column shear wall modules, several
"-" type band packet column shear wall module is vertical or horizontal to be spliced to form band packet column module shear wall；"-" type band packet column shear wall mould
Block includes exterior wall band perps plate (1), a few font interior walls band perps plate (3) and connector (2)；Exterior wall band perps plate (1) and a few words
Type interior wall band perps plate (3) parallel vertical is arranged, and it is perps plate (1) and several that several connectors (2) are vertically fixedly installed on exterior wall band
Between font interior wall band perps plate (3), "-" type band packet column shear wall module is formed；
Exterior wall band perps plate (1) includes two perps plates and intermediate plate；Perps plate is identical with the size of intermediate plate；Two perps plates
It is fixed on two faces of intermediate plate, the orthographic projection of the face of two perps plates in the horizontal direction is completely coincident, and forms length
Cube structure；Intermediate plate moves obliquely along the diagonal line of perps plate face to form upper end and there is the exterior wall band perps plate of protrusion in side
(1)；The opening direction of perps plate perps is opposite；
A few font interior wall bands perps plate (3) include two a few font perps plates and a few font intermediate plates；Two a few font perps plates
It is respectively fixedly disposed in the interior and exterior of a few font intermediate plates, two a few font perps plates form several font structures；In several fonts
Between one end of plate stretch out a few font structure ends that two a few font perps plates are formed and form protrusion, the other end and two several fonts
A few font structure ends that perps plate is formed form groove；A few font intermediate plates are moved up to be formed in two a few font perps plates
Several font structures at the top of form protrusion, form groove in a few font structure bottoms that two a few font perps plates are formed；Several words
The opening direction of type perps plate perps is opposite；Bao Zhu is formed between exterior wall band perps plate (1) and a few font interior walls band perps plate (3)
Space.
2. a kind of band packet column module shear wall according to claim 1, which is characterized in that set at the top of a few font intermediate plates
Several protrusions are equipped with, the bottom of a few font intermediate plates is provided with the groove to match with protrusion；The top to intermediate plate bottom of protrusion
The height at the top of portion's groove is equal to the height of a few font perps plates；Several protrusions are provided at the top of intermediate plate, intermediate plate
Bottom is provided with the groove to match with protrusion；The height at the top of protrusion to the top of intermediate plate bottom groove is equal to perps plate
Height.
3. a kind of band packet column module shear wall according to claim 1, which is characterized in that a few font perps plates set for single side
It is equipped with a few font plates of several perps；The perps of a few font perps plates is the dovetail groove of spaced set；Perps plate sets for single side
It is equipped with the rectangular slab of several perps；The perps of perps plate is the dovetail groove of spaced set；The edge of perps opening and swallow
Stern notch internal edge is rounded structure.
4. a kind of band packet column module shear wall according to claim 1, which is characterized in that connector (2) is plate, connection
Part (2) includes the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Adjacent
The second connector, the lower surface of the lower surface of the second connector and most marginal first connector are provided between first connector
In same level；The upper surface of first connector is provided with several grooves, places reinforcing bar in groove, and reinforcing bar is by several connections
Part connects.
5. a kind of band packet column module shear wall according to claim 1, which is characterized in that connector (2) is plate, connection
Part (2) includes the first connector and the second connector；The upper surface of the first adjacent connector is in same level；Adjacent
The second connector, the lower surface of the lower surface of the second connector and most marginal first connector are provided between first connector
In same level；Several holes are offered in first connector, reinforcing bar are set in hole, reinforcing bar connects several connectors
Come.
6. a kind of band packet column module shear wall according to claim 1, which is characterized in that exterior wall band is perps plate (1) and several
Concrete perfusion between font interior wall band perps plate (3), exterior wall band perps plate (1) and a few font interior walls band perps plate (3) are separate
Facing coating is smeared on the perps plate of connector (2).
7. a kind of band packet column module shear wall according to claim 1, which is characterized in that end of the exterior wall with perps plate (1)
End bosses of portion's protrusion with a few font interior walls with perps plate (3) are contrary.
8. a kind of band packet column module shear wall according to claim 1, which is characterized in that exterior wall band perps plate (1), a few words
Type interior wall is made as entirety by die box one-pass molding with perps plate (3) and connector (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843877.0U CN208650329U (en) | 2018-06-01 | 2018-06-01 | A kind of band packet column module shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820843877.0U CN208650329U (en) | 2018-06-01 | 2018-06-01 | A kind of band packet column module shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650329U true CN208650329U (en) | 2019-03-26 |
Family
ID=65779721
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820843877.0U Active CN208650329U (en) | 2018-06-01 | 2018-06-01 | A kind of band packet column module shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650329U (en) |
-
2018
- 2018-06-01 CN CN201820843877.0U patent/CN208650329U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208518132U (en) | A kind of T-shaped mould block shear wall | |
| CN201574504U (en) | Paper mold armoured concrete wall | |
| CN208518131U (en) | A kind of module shear wall | |
| CN108571092A (en) | A kind of module shear wall system with perps | |
| CN208718159U (en) | Precast wall body and its mold with tubular conduit | |
| CN208650329U (en) | A kind of band packet column module shear wall | |
| CN208518134U (en) | A kind of L-type module shear wall | |
| CN208518133U (en) | A kind of module shear wall system with perps | |
| CN110805274A (en) | Steel mould of Y-shaped column and pouring method thereof | |
| CN201573265U (en) | Precast box girder inner formwork device of bridge beam | |
| CN207538222U (en) | A kind of level can the pre-buried external member of pull and prefabricated assembled wall structure | |
| US11396748B2 (en) | Special T-shaped column shear wall module, shear wall and construction method thereof | |
| CN211341396U (en) | Building block, building block manufacturing device and constructional column mold | |
| CN208563656U (en) | A kind of L-type band packet column module shear wall | |
| CN112277153A (en) | Cavity wall and production method thereof | |
| CN202380729U (en) | Steel-wood combined spliced template | |
| CN214117089U (en) | Cavity wall | |
| CN211990844U (en) | Adjustable sand mould pouring jacket | |
| CN111688002B (en) | Coincide prefabricated hollow floor centre form | |
| CN201872231U (en) | Adjustable composite steel mold | |
| CN205781376U (en) | Assembled feed pipe buttress mould | |
| CN214785192U (en) | Metal composite net weight reduction box for floor slab | |
| CN111648525B (en) | Beam cap, frame beam and building body | |
| CN217581216U (en) | Constructional column pouring template system | |
| CN215330896U (en) | EPS panel convenient to equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |