CN205742596U - A kind of fabricated structure prefabricated panel - Google Patents
A kind of fabricated structure prefabricated panel Download PDFInfo
- Publication number
- CN205742596U CN205742596U CN201620309009.5U CN201620309009U CN205742596U CN 205742596 U CN205742596 U CN 205742596U CN 201620309009 U CN201620309009 U CN 201620309009U CN 205742596 U CN205742596 U CN 205742596U
- Authority
- CN
- China
- Prior art keywords
- slab
- rib
- beam slab
- plate face
- pier sheathing
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model discloses a kind of fabricated structure prefabricated panel, including pier sheathing, pier sheathing includes the pier sheathing plate face of rectangle；On pier sheathing plate face, the position of two sides of its vertical direction close is connected with pier sheathing rib of slab；Pier sheathing rib of slab is arranged along the vertical direction in pier sheathing plate face.This utility model uses technique scheme to have following technical effect that reasonable in design, conducts oneself with dignity little, and efficiency of assembling is high, assembles back wall surfacing.
Description
Technical field
This utility model relates to technical field of buildings, particularly relates to fabricated structure, particularly relates to
A kind of fabricated structure prefabricated panel.
Background technology
Fabricated structure, i.e. uses industrialized mode production building, at plant produced processing building main member, transports
To building-site, it is assembled into the buildings such as the Business Building of high-quality, house.The building cycle of fabricated structure is short, resource disappears
Consumption is few, environmental protection, and construction cost is low, can be effectively improved construction environment, improves disadvantages such as leaking, heat-insulating property is the best.
But, fabricated structure of the prior art is generally only capable of realizing the assembling of one side wallboard, the most prefabricated less list
The wallboard of unit, is then assembled into body of wall after lifting puts in place.Although this mode alternatively referred to as assembled architecture, but and unrealized very
Assembling in positive meaning.Owing to elementary cell is less, assembling process is the most more complicated, and construction speed, construction cost, the energy disappear
Consumption etc. unrealized notable change.
Existing wallboard from great, structural integrity is poor, assembling inconvenience, have impact on efficiency of construction；There is dressing simultaneously
Join the phenomenon of back wall surface irregularity.
Summary of the invention
The technical problems to be solved in the utility model is for problem above, it is provided that a kind of reasonable in design,
Conducting oneself with dignity little, efficiency of assembling is high, the fabricated structure prefabricated panel of assembling back wall surfacing.
For solving above-mentioned technical problem, this utility model by the following technical solutions, a kind of fabricated structure dry wall
Plate, including pier sheathing.
The following is further improvement of the utility model:
Pier sheathing includes the pier sheathing plate face of rectangle；
On pier sheathing plate face, the position of two sides of its length direction close is connected with pier sheathing rib of slab；
Pier sheathing rib of slab is arranged along the length direction in pier sheathing plate face.
Improve further:
Every pier sheathing rib of slab has vertical plane and inclined-plane；
The vertical plane of every pier sheathing rib of slab is in the same plane with the side of pier sheathing plate face length direction.
Improve further:
The inclined-plane of two pier sheathing ribs of slab is oppositely arranged.
Improve further:
The cross section of pier sheathing rib of slab is right-angled trapezium.
Improve further:
It is provided with stiffener and built-in fitting in described pier sheathing plate face.
Improve further:
Described wallboard also included beam slab.
Improve further:
Cross beam slab and included beam slab plate face, cross on two sides of its vertical direction, on beam slab plate face, be respectively equipped with the
One crosses beam slab rib of slab；
Cross on two sides of its horizontal direction, on beam slab plate face, be respectively equipped with the second mistake beam slab rib of slab.
Improve further:
First crosses beam slab rib of slab is arranged along the vertical direction crossing beam slab plate face；
Second crosses beam slab rib of slab is arranged along the horizontal direction crossing beam slab plate face.
Improve further:
First beam slab rib of slab excessively has vertical plane and inclined-plane, every first vertical plane crossing beam slab rib of slab and beam slab plate face excessively
The side of vertical direction is in the same plane.
Improve further:
Two first inclined-planes crossing beam slab rib of slab are oppositely arranged.
Improve further:
First cross section crossing beam slab rib of slab is right-angled trapezium.
Improve further:
Second beam slab rib of slab excessively has plane and inclined-plane, and every second plane crossing beam slab rib of slab is horizontal with beam slab plate face excessively
The side in direction is in the same plane.
Improve further:
Two second inclined-planes crossing beam slab rib of slab are oppositely arranged.
Improve further:
Second longitudinal section crossing beam slab rib of slab is right-angled trapezium.
This utility model uses technique scheme to have following technical effect that reasonable in design, conducts oneself with dignity little,
Efficiency of assembling is high, assembles back wall surfacing.
Accompanying drawing explanation
Accompanying drawing 1 is the mounting structure schematic diagram of this utility model embodiment deadlight；
Accompanying drawing 2 is the structural representation of pier sheathing in this utility model；
Accompanying drawing 3 is A-A sectional view in accompanying drawing 2；
Accompanying drawing 4 was the structural representation of beam slab；
Accompanying drawing 5 is B-B sectional view in accompanying drawing 4.
In figure: 1-pier sheathing；2-crosses beam slab；3-window；4-connector；101-pier sheathing plate face；102-pier sheathing rib of slab；
103-stiffener；201-crosses beam slab plate face；202-first crosses beam slab rib of slab；203-second crosses beam slab rib of slab；203-reinforcing bar.
Detailed description of the invention
Embodiment, as shown in Figure 1, Figure 2, Figure 3 shows, a kind of fabricated structure prefabricated panel, including pier sheathing 1, pier sheathing 1
Including the pier sheathing plate face 101 of rectangle, on pier sheathing plate face 101, the position one near two sides of its length direction connects
Having pier sheathing rib of slab 102, pier sheathing rib of slab 102 is arranged along the length direction in pier sheathing plate face 101.
Every pier sheathing rib of slab 102 has vertical plane and inclined-plane, the vertical plane of every pier sheathing rib of slab 102 and pier sheathing plate
The side of face 101 length direction is in the same plane.
The inclined-plane of two pier sheathing ribs of slab 102 is oppositely arranged.
The cross section of pier sheathing rib of slab 102 is right-angled trapezium.
Prefabricated stiffener 103 and built-in connection in described pier sheathing plate face 101.
As shown in Fig. 1, Fig. 3, Fig. 4, described wallboard also included beam slab 2, crosses beam slab 2 and included beam slab plate face 201, lintel
On two sides of its vertical direction, it is respectively equipped with first on plate plate face 201 crosses beam slab rib of slab 202；Cross beam slab plate face 201
It is respectively equipped with second on two sides of upper its horizontal direction close and crosses beam slab rib of slab 203.
It is preset with stiffener and built-in connection in crossing beam slab plate face 201.
First crosses beam slab rib of slab 202 is arranged along the vertical direction crossing beam slab plate face 201；Second crosses beam slab rib of slab 203 along mistake
The horizontal direction in beam slab plate face 201 is arranged.
First crosses beam slab rib of slab 202 has vertical plane and inclined-plane, every first vertical plane crossing beam slab rib of slab 202 and lintel
The side of plate plate face 201 vertical direction is positioned on same vertical plane.
Two first inclined-planes crossing beam slab rib of slab 202 are oppositely arranged.
First cross section crossing beam slab rib of slab 202 is right-angled trapezium.
Second beam slab rib of slab 203 excessively has plane and inclined-plane, every second plane crossing beam slab rib of slab 203 and beam slab plate excessively
The side of face 201 horizontal direction is in the same plane.
Two second inclined-planes crossing beam slab rib of slab 203 are oppositely arranged.
Second longitudinal section crossing beam slab rib of slab 203 is right-angled trapezium.
As it is shown in figure 1, during assembling, cross for every piece and connect four pieces of pier sheathings 1 on beam slab 2, the left and right sides crossing beam slab 2 sets respectively
There are two pieces of pier sheathings 1, are positioned at two pieces of pier sheathing 1 settings side by side up and down of the same side, cross between beam slab 2 and pier sheathing 1 by even
Fitting 4 connects, and connector 4 can select to breathe out fragrant built-in connection.
Claims (8)
1. a fabricated structure prefabricated panel, it is characterised in that: include pier sheathing (1)；
Pier sheathing (1) includes the pier sheathing plate face (101) of rectangle；
The upper position near two sides of its length direction, pier sheathing plate face (101) is connected with pier sheathing rib of slab (102)；
Pier sheathing rib of slab (102) is arranged along the length direction in pier sheathing plate face (101)；
Every pier sheathing rib of slab (102) has vertical plane and inclined-plane；
The vertical plane of every pier sheathing rib of slab (102) is generally aligned in the same plane with the side of pier sheathing plate face (101) length direction.
Fabricated structure prefabricated panel the most according to claim 1, it is characterised in that: pier sheathing rib of slab (102) oblique
Face is oppositely arranged.
Fabricated structure prefabricated panel the most according to claim 1, it is characterised in that: the horizontal stroke of pier sheathing rib of slab (102)
Cross section is trapezoidal.
Fabricated structure prefabricated panel the most according to claim 1, it is characterised in that: described pier sheathing plate face (101)
Inside it is preset with stiffener (103) and built-in connection.
Fabricated structure prefabricated panel the most according to claim 1, it is characterised in that: described wallboard also included beam slab
(2).
Fabricated structure prefabricated panel the most according to claim 5, it is characterised in that: cross beam slab (2) and include beam slab
Plate face (201), excessively beam slab plate face (201) are upper is respectively equipped with the first mistake beam slab rib of slab on two sides of its vertical direction
(202)；
Cross on two sides of its horizontal direction, on beam slab plate face (201), be respectively equipped with the second mistake beam slab rib of slab (203)；
It is preset with stiffener and built-in connection in crossing beam slab plate face (201).
Fabricated structure prefabricated panel the most according to claim 6, it is characterised in that: first crosses beam slab rib of slab (202)
Arrange along the vertical direction crossing beam slab plate face (201)；
Second crosses beam slab rib of slab (203) is arranged along the horizontal direction crossing beam slab plate face (201).
Fabricated structure prefabricated panel the most according to claim 7, it is characterised in that: first crosses beam slab rib of slab (202)
There is vertical plane and inclined-plane, every first vertical plane crossing beam slab rib of slab (202) and the side crossing beam slab plate face (201) vertical direction
Face is generally aligned in the same plane；
First inclined-plane crossing beam slab rib of slab (202) is oppositely arranged；
First cross section crossing beam slab rib of slab (202) is trapezoidal；
Second beam slab rib of slab (203) excessively has plane and inclined-plane, every second plane crossing beam slab rib of slab (203) and beam slab plate excessively
The side of face (201) horizontal direction is generally aligned in the same plane；
Second inclined-plane crossing beam slab rib of slab (203) is oppositely arranged；
Second longitudinal section crossing beam slab rib of slab (203) is trapezoidal；
Pier sheathing (1) is assemblied on crossbeam by built-in fitting, crosses beam slab (2) and is assemblied on pier sheathing (1) by built-in fitting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620309009.5U CN205742596U (en) | 2016-04-14 | 2016-04-14 | A kind of fabricated structure prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620309009.5U CN205742596U (en) | 2016-04-14 | 2016-04-14 | A kind of fabricated structure prefabricated panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205742596U true CN205742596U (en) | 2016-11-30 |
Family
ID=57375133
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620309009.5U Expired - Fee Related CN205742596U (en) | 2016-04-14 | 2016-04-14 | A kind of fabricated structure prefabricated panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205742596U (en) |
-
2016
- 2016-04-14 CN CN201620309009.5U patent/CN205742596U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20161130 |