CN208219846U - The assembling structure of side wall and prefabricated panel - Google Patents
The assembling structure of side wall and prefabricated panel Download PDFInfo
- Publication number
- CN208219846U CN208219846U CN201820671817.5U CN201820671817U CN208219846U CN 208219846 U CN208219846 U CN 208219846U CN 201820671817 U CN201820671817 U CN 201820671817U CN 208219846 U CN208219846 U CN 208219846U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- prefabricated panel
- sandwich wall
- armpit angle
- folded section
- 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
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Abstract
The utility model discloses the assembling structures of a kind of side wall and prefabricated panel, including end there is folded section to form L-shaped prefabricated panel, overlapping is provided with prefabricated sandwich wall on prefabricated panel, sandwich wall is perpendicular to prefabricated panel, folded section is in the outside of sandwich wall, cast-in-place concrete is provided between folded section and sandwich wall and between sandwich wall bottom and prefabricated panel, it is provided with prefabricated armpit angle in the junction of sandwich wall and prefabricated panel, all has cast-in-place concrete between armpit angle and folded section and prefabricated panel.The sandwich wall of the utility model and the junction of prefabricated panel are provided with prefabricated armpit angle, and cast-in-place concrete is all had between armpit angle and folded section and prefabricated panel, and the presence at armpit angle improves the intensity of prefabricated piping lane, increases the shearing resistance of piping lane.
Description
Technical field
The utility model relates to the assembling structures of a kind of side wall and prefabricated panel, belong to assembled architecture field.
Background technique
Prefabricated assembled concrete structure, usually by some other Accessory Members such as prefabricated column, beam, plate and precast stair
Composition.Compared with foreign countries, the PC structure type and engineering method in China are started late, and PC rate is lower.Restrict what PC structure was promoted
Key factor is how to guarantee effective node connection type, how by suitable connection type make PC structure closest to
Cast-in-place concrete structure makes PC structure can guarantee that necessary bearing capacity, energy dissipation capacity are the important topics of current structure design.
Precast concrete, English: precast concrete, thus claim PC component, refer in the factory by standardization,
The concrete product of mechanized manner processing.Corresponding tradition cast-in-place concrete needs building-site molding, shows
Field casting and scene maintenance.Precast concrete is widely used in the fields such as building, traffic, water conservancy, plays the part of in national economy
Drill important role.
Compared with cast-in-place concrete, the precast concrete of the factorial production has many advantages:
Safety: for construction worker, metastable working environment is safely than complicated site operation in factory
Number is higher；
Quality: the quality and technique of building element can be controlled preferably by mechanization production；
Speed: the standardization of preform sizes and characteristic can dramatically speed up installation speed and architectural engineering progress；
Cost: compared with conventional on-site molding, the mold in factory can be used with repetitive cycling, and overall cost is lower；Machine
The demand that tool metaplasia is produced to artificial is less, with the continuous raising of cost of labor, the prefabricated component cost advantage meeting of large-scale production
It is further obvious.
Environment: it is significantly reduced using the construction site field operation amount of prefabricated component, dust pollution, noise pollution are significantly dropped
It is low.
But precast construction needs are assembled together, globality is poorer than cast-in-place structural, and anti-shear ability is relatively low
Problem.
Utility model content
The purpose of the utility model is to provide the assembling structures of a kind of side wall and prefabricated panel, to solve side in the prior art
The relatively low problem of the anti-shear ability of the assembling structure of wall and prefabricated panel.
In order to achieve the goal above, the utility model adopts the following technical solution:
There is folded section to form L-shaped prefabricated panel for a kind of assembling structure of side wall and prefabricated panel, including end, prefabricated
Overlapping is provided with prefabricated sandwich wall on bottom plate, and for sandwich wall perpendicular to prefabricated panel, folded section is in the outside of sandwich wall, folds
It is provided with cast-in-place concrete between section and sandwich wall and between sandwich wall bottom and prefabricated panel, in sandwich wall and prefabricated panel
Junction be provided with prefabricated armpit angle, all have cast-in-place concrete between armpit angle and folded section and prefabricated panel.
The cross section at the armpit angle is triangle.
Steel skeleton is provided in the armpit angle, one end of steel skeleton is prefabricated in armpit angle, and the other end is by sandwich wall
Bottom protrude between sandwich wall and folded section, steel skeleton stretches out armpit angle and is partially located in cast-in-place concrete.
The steel skeleton is the mesh sheet as made of reinforcing bar.
The sandwich wall of the utility model and the junction of prefabricated panel are provided with prefabricated armpit angle, and armpit angle is with folded section and in advance
Cast-in-place concrete is all had between bottom plate processed, the presence at armpit angle improves the intensity of prefabricated piping lane, increases the shearing resistance of piping lane.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model embodiment.
Specific embodiment
A kind of embodiment of the assembling structure of side wall and prefabricated panel, in Fig. 1, the end position of prefabricated panel 1 has
There is folded section 2, folded section 2 and prefabricated panel shape are at L-shaped, and overlapping is provided with prefabricated sandwich wall 3, sandwich wall 3 on prefabricated panel 1
Perpendicular to prefabricated panel, folded section 2 is in the outside of sandwich wall 3, is provided with cast-in-place concrete between folded section 2 and sandwich wall 3,
There is gap between the bottom and prefabricated panel 1 of sandwich wall 3, be also equipped with cast-in-place concrete in the gap, in sandwich wall 3 and in advance
The junction of bottom plate 1 processed is provided with prefabricated armpit angle 4, and the cross section at armpit angle 4 is triangle, has between armpit angle 4 and folded section
Cast-in-place concrete also has cast-in-place concrete between armpit angle 4 and prefabricated panel 1.
Steel skeleton 5 is provided in armpit angle 4, steel skeleton 5 is the mesh sheet as made of reinforcing bar.The one of steel skeleton 5
Hold prefabricated in armpit angle 4, the other end is protruded between sandwich wall 3 and folded section 2 by the bottom of sandwich wall 3, and steel skeleton 5 stretches out armpit
Angle 4 is partially located in cast-in-place concrete.
Above-described embodiment is the detailed description according to Figure of description to the progress of the embodiment of present patent application, at other
Skill in embodiment, if do not need the technical characteristic bring technical effect in dependent claims, in dependent claims
Art feature can also be not provided with.
Claims (4)
1. there is folded section to form L-shaped prefabricated panel, prefabricated bottom for the assembling structure of a kind of side wall and prefabricated panel, including end
Overlapping is provided with prefabricated sandwich wall on plate, and for sandwich wall perpendicular to prefabricated panel, folded section is in the outside of sandwich wall, feature
It is: cast-in-place concrete is provided between folded section and sandwich wall and between sandwich wall bottom and prefabricated panel, in sandwich wall
The junction of prefabricated panel is provided with prefabricated armpit angle, cast-in-place coagulation is all had between armpit angle and folded section and prefabricated panel
Soil.
2. the assembling structure of side wall according to claim 1 and prefabricated panel, it is characterised in that: the armpit angle it is transversal
Face is triangle.
3. the assembling structure of side wall according to claim 2 and prefabricated panel, it is characterised in that: be arranged in the armpit angle
There is steel skeleton, one end of steel skeleton is prefabricated in armpit angle, and the other end protrudes into sandwich wall and folded section by the bottom of sandwich wall
Between, steel skeleton stretching armpit angle is partially located in cast-in-place concrete.
4. the assembling structure of side wall according to claim 3 and prefabricated panel, it is characterised in that: the steel skeleton is
The mesh sheet as made of reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671817.5U CN208219846U (en) | 2018-05-08 | 2018-05-08 | The assembling structure of side wall and prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820671817.5U CN208219846U (en) | 2018-05-08 | 2018-05-08 | The assembling structure of side wall and prefabricated panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208219846U true CN208219846U (en) | 2018-12-11 |
Family
ID=64510418
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820671817.5U Expired - Fee Related CN208219846U (en) | 2018-05-08 | 2018-05-08 | The assembling structure of side wall and prefabricated panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208219846U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494146A (en) * | 2021-07-29 | 2021-10-12 | 上海隧道工程有限公司 | Construction method of underground structure side wall |
-
2018
- 2018-05-08 CN CN201820671817.5U patent/CN208219846U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113494146A (en) * | 2021-07-29 | 2021-10-12 | 上海隧道工程有限公司 | Construction method of underground structure side wall |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181211 |