CN213205219U - Full prefabricated wall - Google Patents
Full prefabricated wall Download PDFInfo
- Publication number
- CN213205219U CN213205219U CN202020813878.8U CN202020813878U CN213205219U CN 213205219 U CN213205219 U CN 213205219U CN 202020813878 U CN202020813878 U CN 202020813878U CN 213205219 U CN213205219 U CN 213205219U
- Authority
- CN
- China
- Prior art keywords
- prefabricated
- wall
- cup
- prefabricated wall
- foundation
- 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
Images
Landscapes
- Fencing (AREA)
Abstract
The utility model discloses a full prefabricated assembled enclosure, including prefabricated cup type basis, the surface on prefabricated cup type basis is provided with prefabricated cup type basis recess, and during prefabricated cup type basis recess was buried to the bottom of prefabricated wall post, prefabricated wall post was provided with 1 ~ 4 prefabricated wall post draw-in grooves all around, and the card was gone into between 2 adjacent prefabricated wall post draw-in grooves of adjacent 2 prefabricated wall posts and is had prefabricated wallboard. At first, the wall column and the wall body are connected through the clamping grooves, the cup-shaped prefabricated foundation is adopted to replace a strip foundation of a traditional enclosing wall, the foundation construction period is effectively shortened, the earth excavation amount is reduced, and the construction quality is guaranteed. And finally, the wall column and the cup-shaped foundation are rigidly connected by secondary pouring, so that the wall column has good anti-seismic performance. The fully prefabricated wall is a perfect fully prefabricated wall.
Description
Technical Field
The utility model relates to a prefabricated assembled enclosure entirely belongs to the municipal building field.
Background
The enclosure wall at the current stage usually adopts a brick-concrete enclosure wall and an iron enclosure wall, and the brick-concrete enclosure wall needs a plurality of procedures such as plastering after the enclosure wall main body is finished, or has the problems of poor apparent mass, long construction time, difficulty in controlling construction quality, more manpower and the like. Although the iron enclosure wall has the characteristics of attractive appearance and recyclability, the iron enclosure wall is easy to rust in areas with much rainwater and needs irregular maintenance.
The patent 'full prefabricated wall' (CN201410571973.0) includes foundation pile, bearing steel ring, column core, bearing plate, slotted block, wall board, column block, fence, cap block, etc. The fully prefabricated assembly type enclosure wall is provided with a hollow enclosure wall and a plate body enclosure wall, a prefabricated cup type foundation is used for replacing a cast-in-place foundation of bar concrete, a cup opening is adopted to integrate a pile foundation and a stand column of the enclosure wall, a simply supported beam structure enclosure wall plate is adopted, and a fully prefabricated and fully assembled enclosure wall is formed through a cylinder body of a sugarcoated haw stick string type. The defects are that the form of the enclosing wall is too complex, the manufacturing cost of various templates required by a prefabricating factory is high, the field assembly is complex, and the construction is not facilitated. The patent "prefabricated assembled enclosure entirely" (CN201720179342.3), including post, cap for a column, wallboard and coping, the post passes through the draw-in groove with the wallboard and is connected, adopts cast-in-place basis to reserve pre-buried bolt and reserves the steel sheet with the post bottom and is connected. The defects are that the method is not suitable for the connection of wall corners and 4-direction enclosing walls, and the wall columns and the foundation are easily corroded in the soil mass buried for a long time, so that the enclosing walls collapse due to connection failure. Moreover, the cast-in-place foundation needs to be adopted, and the follow-up installation can be carried out only after the foundation reaches higher strength, so that more construction time is needed. Finally, the connection mode is easy to damage under the action of earthquake, and is not convenient to be adopted in high-intensity earthquake areas.
Disclosure of Invention
An object of the utility model is to provide a prefabricated assembled enclosure entirely. At first, the wall column and the wall body are connected through the clamping grooves, the cup-shaped prefabricated foundation is adopted to replace a strip foundation of a traditional enclosing wall, the foundation construction period is effectively shortened, the earth excavation amount is reduced, and the construction quality is guaranteed. And finally, the wall column and the cup-shaped foundation are rigidly connected by secondary pouring, so that the wall column has good anti-seismic performance. The fully prefabricated wall is a perfect fully prefabricated wall.
The technical scheme of the utility model: the utility model provides a prefabricated assembled enclosure, is including prefabricated cup type basis, and the surface on prefabricated cup type basis is provided with prefabricated cup type basis recess, and during prefabricated cup type basis recess was buried to the bottom of prefabricated wall post, prefabricated wall post was provided with 1 ~ 4 prefabricated wall post draw-in grooves all around, and the card is gone into between 2 adjacent prefabricated wall post draw-in grooves of 2 adjacent prefabricated wall posts adjacent prefabricated wall post has prefabricated wallboard.
In the fully prefabricated assembly type enclosure, the prefabricated cup type foundation is placed on the concrete cushion.
In the fully prefabricated wall, the groove of the prefabricated cup-shaped foundation and the bottom of the prefabricated wall column are fixed by filling concrete.
In the fully prefabricated assembly type enclosure, the top and the bottom of the prefabricated cup-shaped foundation body are respectively provided with the upper reinforcing steel bars of the cup-shaped foundation and the bottom reinforcing steel bars of the cup-shaped foundation.
In the aforementioned prefabricated wall of full prefabricated assembly, prefabricated wallboard inside is provided with double-deck two-way reinforcing bar net piece.
In the fully prefabricated wall panel, the top of the prefabricated wall panel is higher than the top of the prefabricated wall column, and the distance between the prefabricated wall panel and the prefabricated wall column is less than or equal to 20 cm.
In the fully prefabricated wall, the depth of the prefabricated wall column clamping groove is more than or equal to 6cm, and the thickness of the pile of the prefabricated wall column is more than or equal to 10 cm.
In the aforementioned prefabricated wall of full prefabricated assembly, prefabricated wall post inside is provided with prefabricated wall post reinforcing bar laying-out.
In the aforementioned prefabricated wall of full prefabricated assembly, there is the clearance on every side between prefabricated wall post draw-in groove and the prefabricated wallboard.
In the fully prefabricated assembly type enclosure, the groove of the prefabricated cup type foundation is of a downwardly narrowed cup structure.
The utility model has the advantages that: compared with the prior art, the utility model discloses prefabricated assembled enclosure entirely adopts the mode of the complete prefabricated component of mill, and production does not receive natural environment's such as adverse weather influence, and time limit for a project and quality are more controllable, reduce wet operation and basic excavation work load, and on-the-spot fast assembly, the flow is simple, and it is few to occupy interim construction site, has good anti-seismic performance, can satisfy time limit for a project shortage, engineering project requirement and the energy-concerving and environment-protective policy of country that engineering quality requires height. The cup-shaped foundation is adopted to replace the traditional fence strip foundation which needs a large amount of labor and materials, and the rigid connection between the foundation and the wall column is established by adopting the form of secondary pouring of the connection between the wall column and the foundation, and the cup-shaped foundation has good anti-seismic performance. If the wallboard is damaged, the wallboard can be directly dismantled and replaced, and the wallboard can be used for enclosing wall construction of various self-built houses, districts, factories, construction sites and the like, and has wide applicability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic top view of the structure of FIG. 1;
FIG. 3 is a schematic structural view of a prefabricated wall panel;
FIG. 4 is a schematic structural diagram of one of the prefabricated wall columns;
FIG. 5 is another schematic structural diagram of the prefabricated wall column;
FIG. 6 is another schematic structural diagram of the prefabricated wall column;
FIG. 7 is another schematic structural diagram of the prefabricated wall column;
FIG. 8 is another schematic structural diagram of the prefabricated wall column;
fig. 9 is a schematic view of a connection structure of the prefabricated wall column and the prefabricated cup type foundation.
Reference numerals: 1-prefabricated cup type foundation, 2-prefabricated wall board, 3-prefabricated wall column, 4-prefabricated wall column clamping groove, 5-prefabricated wall column steel bar lofting, 6-steel bar net piece, 7-concrete cushion, 8-prefabricated cup type foundation groove, 9-filled concrete, 10-cup type foundation upper steel bar and 11-cup type foundation bottom steel bar.
Detailed Description
The following description is made with reference to the accompanying drawings and examples, but not to be construed as limiting the invention.
The embodiment of the utility model provides a: a fully-prefabricated assembly type enclosure wall is shown in the attached drawings 1-9 and comprises a prefabricated cup-shaped foundation 1, a prefabricated cup-shaped foundation groove 8 is formed in the middle of the surface of the prefabricated cup-shaped foundation 1, the bottom of a prefabricated wall column 3 is embedded into the prefabricated cup-shaped foundation groove 8, 1-4 prefabricated wall column clamping grooves 4 are formed in the periphery of the prefabricated wall column 3, and prefabricated wallboards 2 are clamped between 2 adjacent prefabricated wall column clamping grooves 4 of 2 adjacent prefabricated wall columns 3.
The utility model discloses an enclosure construction method is as follows, confirm the basis position according to the construction unwrapping wire and carry out basic excavation, place prefabricated cup type basis 1 at the design depth after the excavation is accomplished, the leveling concrete that 5cm is thick is laid to prefabricated cup type basis recess 8 bottoms, treat that the leveling concrete has certain intensity after, adjust prefabricated wall post 3 at prefabricated cup type basis recess 8 centers and fix it, then hoist prefabricated wallboard 2 through the crane, insert in prefabricated wall post draw-in groove 4, make prefabricated wallboard 2 bottoms fall at prefabricated cup type basis 1 top. In addition, if prefabricated wallboard 2 has the damage and needs to be changed, can directly take out or demolish prefabricated wallboard 2 and replace. Prefabricated wall post 3 is provided with 1 ~ 4 prefabricated wall post draw-in grooves 4 all around for prefabricated wall post 3 has 5 different cross-sectional types, as shown in the attached figure 5-8, can solve various enclosure connection conditions.
The bottom of the prefabricated cup type foundation 1 is provided with a C20 concrete cushion 7 with the thickness of at least 5cm, and each side of the concrete cushion 7 expands at least 5cm relative to the size of the prefabricated cup type foundation 1. The installation stability of the prefabricated cup type foundation 1 is ensured.
And the prefabricated cup type foundation groove 8 and the bottom of the prefabricated wall column 3 are fixed by using filling concrete 9. During installation, the prefabricated wall column 3 is adjusted at the center of the prefabricated cup-shaped foundation groove 8, the filling concrete 9 is poured into the prefabricated cup-shaped foundation groove 8, and the prefabricated wall plate 2 is hoisted after the filling concrete 9 reaches a certain strength and stabilizes the prefabricated wall column 3.
The top and the bottom of the body of the prefabricated cup type foundation 1 are respectively provided with an upper reinforcing steel bar 10 of the cup type foundation and a bottom reinforcing steel bar 11 of the cup type foundation. The whole strength of the prefabricated cup type foundation 1 is improved while the top of the prefabricated cup type foundation 1 is prevented from cracking.
The prefabricated wall panel 2 is internally provided with a double-layer bidirectional reinforcing mesh 6. With the bulk strength that improves prefabricated wallboard 2 for prefabricated wallboard 2's cast as a whole size is great, 2 adjacent prefabricated wall posts 3 between pack into 1 prefabricated wallboard 2 can. And the hoisting process is not easy to damage.
The top of the prefabricated wall plate 2 is higher than the top of the prefabricated wall column 3, and the distance between the prefabricated wall plate and the prefabricated wall column is less than or equal to 20 cm.
The depth of the prefabricated wall column clamping groove 4 is more than or equal to 6cm, and the reliable connection of the prefabricated wall plate 2 and the prefabricated wall column 3 is guaranteed. The pile thickness of the prefabricated wall column 3 is more than or equal to 10cm, and the pile of the prefabricated wall column 3 is guaranteed not to be damaged.
And 2cm gaps are reserved on each side between the prefabricated wall column clamping grooves 4 and the prefabricated wall plates 2 at least, so that installation errors are facilitated.
In the installation process, at least 5cm of clearance is reserved between the edge of the upper part of the cup opening of the prefabricated cup type foundation 1 and one side of the prefabricated wall column 3, and secondary grouting and vibration are facilitated. And after the prefabricated cup type foundation 1 is connected with the prefabricated wall column 3, filling concrete 9 is poured into a gap between the cup opening and the prefabricated wall column 3. The filling concrete 9 is concrete which is 1 or 2 grades higher than the rim of the cup opening of the prefabricated cup type foundation 1. At least 2cm clearance is reserved on the edge of the bottom of the cup opening of the prefabricated cup type foundation 1 and one side of the bottom of the prefabricated wall column 3, and the slope of the inclined plane of the groove 8 of the prefabricated cup type foundation is determined by the different clearance sizes of the bottom of the cup opening of the prefabricated cup type foundation 1 and the top of the prefabricated cup type foundation.
The groove 8 of the prefabricated cup type foundation is of a downwardly narrowed cup structure, and the prefabricated wall column 3 and the prefabricated cup type foundation 1 are conveniently in rigid connection through secondary pouring, so that the prefabricated cup type foundation has good anti-seismic performance.
Claims (7)
1. The utility model provides a prefabricated assembled enclosure which characterized in that: the prefabricated wall column comprises a prefabricated cup type foundation (1), a prefabricated cup type foundation groove (8) is formed in the surface of the prefabricated cup type foundation (1), the bottom of a prefabricated wall column (3) is embedded into the prefabricated cup type foundation groove (8), 1-4 prefabricated wall column clamping grooves (4) are formed in the periphery of the prefabricated wall column (3), and prefabricated wall boards (2) are clamped between 2 adjacent prefabricated wall column clamping grooves (4) of 2 adjacent prefabricated wall columns (3); the top and the bottom of the body of the prefabricated cup-shaped foundation (1) are respectively provided with an upper reinforcing steel bar (10) of the cup-shaped foundation and a bottom reinforcing steel bar (11) of the cup-shaped foundation; a double-layer bidirectional reinforcing mesh (6) is arranged inside the prefabricated wall plate (2); prefabricated wall post reinforcing bar laying-out (5) are arranged inside prefabricated wall post (3).
2. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: the prefabricated cup type foundation (1) is placed on the concrete cushion (7).
3. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: and the bottom of the prefabricated cup-shaped foundation groove (8) and the bottom of the prefabricated wall column (3) are fixed by filling concrete (9).
4. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: the top of the prefabricated wall plate (2) is higher than the top of the prefabricated wall column (3), and the distance between the prefabricated wall plate and the prefabricated wall column is less than or equal to 20 cm.
5. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: the depth of the prefabricated wall column clamping groove (4) is more than or equal to 6cm, and the pile thickness of the prefabricated wall column (3) is more than or equal to 10 cm.
6. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: gaps are reserved on each side between the prefabricated wall column clamping grooves (4) and the prefabricated wall boards (2).
7. The fully prefabricated assembly type enclosure wall according to claim 1, wherein: the prefabricated cup type basic groove (8) is of a downwardly narrowed cup structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020813878.8U CN213205219U (en) | 2020-05-15 | 2020-05-15 | Full prefabricated wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020813878.8U CN213205219U (en) | 2020-05-15 | 2020-05-15 | Full prefabricated wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213205219U true CN213205219U (en) | 2021-05-14 |
Family
ID=75818543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020813878.8U Active CN213205219U (en) | 2020-05-15 | 2020-05-15 | Full prefabricated wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213205219U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931525A (en) * | 2021-11-22 | 2022-01-14 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN114197959A (en) * | 2021-12-26 | 2022-03-18 | 福建省高华建设工程有限公司 | Ecological intelligent combined enclosing wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
| CN114961026A (en) * | 2022-06-28 | 2022-08-30 | 中国电建集团西北勘测设计研究院有限公司 | Assembled wall and construction method thereof |
-
2020
- 2020-05-15 CN CN202020813878.8U patent/CN213205219U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113931525A (en) * | 2021-11-22 | 2022-01-14 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN113931525B (en) * | 2021-11-22 | 2023-02-24 | 中国建筑第二工程局有限公司 | Anti-collision enclosure for building construction and use method thereof |
| CN114197959A (en) * | 2021-12-26 | 2022-03-18 | 福建省高华建设工程有限公司 | Ecological intelligent combined enclosing wall |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
| CN114961026A (en) * | 2022-06-28 | 2022-08-30 | 中国电建集团西北勘测设计研究院有限公司 | Assembled wall and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213205219U (en) | Full prefabricated wall | |
| CN107313517B (en) | Connecting node for laminated wall and laminated floor slab in middle layer | |
| CN110486018B (en) | Lattice type composite shaft structure and construction method | |
| CN103290967A (en) | Multi-ribbed hollow composite floor slab and manufacturing method thereof | |
| CN211517947U (en) | Bridge case roof beam is prefabricated with shaped steel pedestal | |
| CN106958259B (en) | A kind of concrete towers column foundation and its construction method | |
| CN103590486A (en) | Anti-seismic energy saving three-dimensional mortise and tenon joint net fixing one-piece cast building structure and construction method | |
| CN106150119B (en) | It is a kind of to industrialize high ductility space constraint reinforced masonry wall system and its construction method | |
| CN209855277U (en) | Conversion layer structure for underground added layer of existing building | |
| CN105951983A (en) | Building frame structure and construction method thereof | |
| CN205677070U (en) | A kind of building frame construction | |
| CN112695896A (en) | Precast concrete beam-plate connecting structure and mounting method | |
| CN113389304A (en) | Assembled double-blade cavity superposed wall system and construction method thereof | |
| CN109267578B (en) | Inclined plane plain concrete structure and construction method thereof | |
| CN106978816B (en) | A kind of Integral tower post case type computer room basis and its construction method and signal of communication tower | |
| CN214035078U (en) | Light prefabricated enclosure wall | |
| CN212802189U (en) | Assembly type disassembly-free template | |
| CN210342219U (en) | Building with prefabricated bathroom | |
| CN211229781U (en) | Novel prefabricated hollow enclosure | |
| CN109235709B (en) | Full cast-in-place outer wall structure of building | |
| CN212535319U (en) | Prefabricated enclosure wall for upper part of concrete retaining wall | |
| CN112144699A (en) | Shear wall vertical joint connecting structure, shear wall structure and construction method | |
| CN111851830A (en) | Assembly type disassembly-free template and manufacturing method thereof | |
| CN215212595U (en) | Assembled reinforced concrete owner becomes prevents hot wall | |
| CN212896429U (en) | Shaping die for inclined cushion layer of foundation cushion cap under underground garage column |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |