CN211257345U - Connecting node of partition wall and floor slab - Google Patents
Connecting node of partition wall and floor slab Download PDFInfo
- Publication number
- CN211257345U CN211257345U CN201921313941.5U CN201921313941U CN211257345U CN 211257345 U CN211257345 U CN 211257345U CN 201921313941 U CN201921313941 U CN 201921313941U CN 211257345 U CN211257345 U CN 211257345U
- Authority
- CN
- China
- Prior art keywords
- partition wall
- prefabricated
- floor slab
- floor
- prefabricated partition
- 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
Abstract
A connecting node of a partition wall and a floor slab comprises the partition wall and the floor slab, wherein the partition wall is a prefabricated partition wall, the floor slab is a composite floor slab, and the prefabricated partition wall and the composite floor slab are fixedly connected through an inserting rib; and a seam between the bottom end of the prefabricated partition wall and the top surface of the composite floor slab is provided with a thin stone pad lining. The utility model discloses a partition wall and floor adopt prefabricated component, and hoist and mount are simple convenient, reduce the template and strut, save material, and the operation environmental protection has strengthened the bonding property and the bonding stress of reinforcing bar with the concrete, and the piece joint treatment quality is good, avoids the later stage to appear the construction problem.
Description
The technical field is as follows:
the utility model relates to a fixed building technical field, concretely relates to connected node of partition wall and floor.
Background art:
in traditional building construction system, the partition wall generally adopts the brick partition wall, and its construction goes on after building subject accomplishes, and like this, later stage brick need use the construction elevator, crowds the construction space who accounts for other operation teams and groups, influences later stage material and clears the yard, can prolong the time limit for a project to a certain extent, and does not have the steel bar connection between brick partition wall and the floor, and structural strength is poor, and the piece difficult processing easily produces the crack, influences building quality.
The utility model has the following contents:
the utility model discloses the technical problem that will solve is: the problem that above-mentioned prior art exists is solved, and a connected node of partition wall and floor is provided, and partition wall and floor all adopt prefabricated component, and hoist and mount are simple convenient, reduce the template and strut, and save material, the operation environmental protection has strengthened the adhesion property and the viscous stress of reinforcing bar and concrete, and piece joint treatment quality is good, avoids the later stage to appear the construction problem.
The utility model adopts the technical proposal that:
the utility model provides a connected node of partition wall and floor, includes partition wall and floor, the partition wall is prefabricated partition wall, the floor is coincide floor, prefabricated partition wall with coincide floor passes through the dowel and connects fixedly.
Among the above-mentioned technical scheme, the piece between prefabricated partition wall bottom and the coincide floor top surface is equipped with the thin stone material pad lining.
Among the above-mentioned technical scheme, the coincide floor includes coincide floor prefabricated layer and the cast-in-place layer of coincide floor, dowel bar one end is pre-buried in the coincide floor prefabricated layer, and the dowel bar other end stretches out to be connected fixedly with prefabricated partition wall.
Among the above-mentioned technical scheme, prefabricated partition wall bottom reservation has the recess breach, dowel bar one end is pre-buried in coincide floor, and the dowel bar other end stretches out and inserts in the recess breach that prefabricated partition wall bottom was reserved, and fill up the concrete in the recess breach.
Among the above-mentioned technical scheme, the dowel steel both ends become the right angle shape, and dowel steel one end level is pre-buried in the prefabricated layer of coincide floor, and the vertical recess breach of reserving in inserting prefabricated partition wall bottom of the dowel steel other end is filled up with the concrete.
In the technical scheme, the concrete is fine aggregate concrete.
Among the above-mentioned technical scheme, prefabricated partition wall includes prefabricated partition wall and prefabricated partition wall down, it is fixed through dowel through connection to go up prefabricated partition wall, coincide floor and prefabricated partition wall down.
Among the above-mentioned technical scheme, go up prefabricated partition wall bottom and reserve and have the recess breach, insert in the dowel bar upper end of going through to connect prefabricated partition wall, coincide floor and prefabricated partition wall down go up in the recess breach that prefabricated partition wall bottom was reserved, and with the concrete stifled in the recess breach.
Among the above-mentioned technical scheme, the coincide floor includes the first coincide floor and the second coincide floor of two adjacent overlap joints, the dowel bar that runs through prefabricated partition wall, coincide floor and prefabricated partition wall down passes the overlap joint department of the first coincide floor of two adjacent overlap joints and second coincide floor.
Has the advantages that:
the utility model discloses a connected node of partition wall and floor, be a fabricated construction who is different from traditional brick partition wall, at first its partition wall adopts prefabricated partition wall, the floor adopts the coincide floor, prefabricated partition wall passes through the dowel with the coincide floor to be connected fixedly, this has solved no steel bar connection between traditional brick partition wall and the floor with regard to fundamentally, the effort is little between the component, structural strength is poor, the piece is difficult to handle, easily produce cracked problem, and it needs just can go on after building the main part is accomplished to have still solved traditional technique brick partition wall, crowd other teams and groups construction space, drag the problem of delay time limit for a project. The utility model discloses a connected node adopts the prefabricated building, at first produces prefabricated partition wall and coincide floor prefabricated layer in mill to accomplish and reserve pre-buried, then transport the scene and assemble. The assembly type building is simple and convenient to hoist, accurate in mounting position, free of occupying construction space of other teams and groups, high in construction efficiency, short in construction period, free of formwork support, material-saving, clean and environment-friendly in operation. The utility model discloses prefabricated partition wall reservation recess breach, then pass through the dowel steel with the coincide floor and be connected, the stifled pea gravel concreten fastening of recess breach intussuseption of prefabricated partition wall, meanwhile the cast-in-place layer concreting of coincide floor, the bonding property and the viscous stress of reinforcing bar with the concrete have greatly been strengthened, wholeness between the component has been strengthened, structural strength is high, building quality is good, the piece seam between the component is also handled perfectly, avoid the later stage to appear the construction problem.
Description of the drawings:
fig. 1 is a schematic structural view of embodiment 1 of the present invention;
fig. 2 is a schematic structural diagram of embodiment 2 of the present invention.
Reference is made to the accompanying drawings in which:
1-prefabricated layer of coincide floor, 2-cast-in-place layer of coincide floor, 3-thin building stones liner, 4-dowel steel, 5-recess breach, 6-prefabricated partition wall on, 7-prefabricated partition wall down, 8-first coincide floor, 9-second coincide floor.
The specific implementation mode is as follows:
referring to the embodiment of fig. 1, this embodiment includes prefabricated partition wall 6 and coincide floor, and the coincide floor includes prefabricated layer 1 of coincide floor and the cast-in-place layer 2 of coincide floor, and the right angle shape is become on 4 both sides of dowel steel, and 4 level levels on one side of dowel steel are pre-buried in the prefabricated layer 1 of coincide floor, and 4 another sides of dowel steel are vertical upwards to insert in the recess breach 5 that prefabricated partition wall lower part was reserved, at last at the recess breach stifled pea gravel concreten. The partition wall and the floor of this embodiment adopt the dowel to be connected, and the recess breach is filled up with the concrete, and cast-in-place layer concrete placement of coincide floor simultaneously, structural strength is high. The processing of piece seam between the component is that the fine stone liner 3 is used to line up between 6 bottom ends of upper prefabricated partition wall and the cast-in-situ layer 2 top surface of coincide floor, avoids the later stage to appear the construction problem.
Referring to the embodiment of fig. 2, the partition wall of this embodiment includes an upper prefabricated partition wall 6 and a lower prefabricated partition wall 7, the composite floor slab includes two adjacent overlapped first composite floor slabs 8 and second composite floor slabs 9, the first composite floor slabs 8 and the second composite floor slabs 9 are overlapped at the upper end of the lower prefabricated partition wall 7, and the bottom end of the upper prefabricated partition wall 7 is hung above the overlapped part of the two adjacent first composite floor slabs 8 and second composite floor slabs 9; the dowel bar 4 penetrates through the lap joint of the first composite floor slab 8 and the second composite floor slab 9 which are adjacent to each other, the upper end of the dowel bar 4 is inserted into the groove gap 5 reserved at the bottom of the upper prefabricated partition wall, the groove gap 5 is filled with the fine aggregate concrete, and the lower end of the dowel bar 4 is embedded in the lower prefabricated partition wall 7. Like this, go up prefabricated partition wall 6, first coincide floor 8 and second coincide floor 9, prefabricated partition wall 7 down and all pass through dowel through connection to fill in the recess breach of last prefabricated partition wall bottom and block up the pea gravel concreten, meanwhile, the cast-in-place layer concreting of coincide floor, structural strength is high, and building quality is good. In addition, adopt the thin building stones liner to handle the piece between last prefabricated bottom end and the cast-in-place layer of coincide floor, make the later stage can not appear the construction problem.
Claims (7)
1. The utility model provides a connected node of partition wall and floor which characterized in that: the prefabricated partition wall is a prefabricated partition wall, the floor slab is a composite floor slab, and the prefabricated partition wall and the composite floor slab are fixedly connected through inserted bars; the composite floor slab comprises a composite floor slab prefabricated layer and a composite floor slab cast-in-place layer, one end of each dowel bar is embedded in the composite floor slab prefabricated layer, and the other end of each dowel bar extends out to be connected and fixed with the prefabricated partition wall; prefabricated partition wall bottom reservation has the recess breach, dowel bar one end is pre-buried in coincide floor, and the dowel bar other end stretches out and inserts in the recess breach that prefabricated partition wall bottom was reserved, and the stifled concrete is filled up in the recess breach.
2. A partition to floor connection node as claimed in claim 1, wherein: and a seam between the bottom end of the prefabricated partition wall and the top surface of the composite floor slab is provided with a thin stone material lining.
3. A partition to floor connection node as claimed in claim 1, wherein: the right angle shape is become at the dowel steel both ends, and dowel steel one end level is pre-buried in the prefabricated layer of coincide floor, and the vertical recess breach of reserving in inserting prefabricated partition wall bottom of the dowel steel other end is filled up with the concrete.
4. A partition to floor connection node according to claim 3, wherein: the concrete is fine aggregate concrete.
5. A partition to floor connection node as claimed in claim 1, wherein: prefabricated partition wall includes prefabricated partition wall and prefabricated partition wall down, it is fixed through dowel through connection to go up prefabricated partition wall, coincide floor and prefabricated partition wall down.
6. A partition to floor connection node according to claim 5, wherein: go up prefabricated partition wall bottom and reserve and have the recess breach, run through prefabricated partition wall, coincide floor and prefabricated partition wall down's dowel bar upper end and insert in the recess breach that is reserved of prefabricated partition wall bottom, and with the concrete stifled in the recess breach.
7. A partition to floor connection node according to claim 5, wherein: the laminated floor slab comprises a first laminated floor slab and a second laminated floor slab which are adjacently lapped, and the dowel bars penetrating through the upper prefabricated partition wall, the laminated floor slab and the lower prefabricated partition wall penetrate through the lap joint of the first laminated floor slab and the second laminated floor slab which are adjacently lapped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921313941.5U CN211257345U (en) | 2019-08-14 | 2019-08-14 | Connecting node of partition wall and floor slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921313941.5U CN211257345U (en) | 2019-08-14 | 2019-08-14 | Connecting node of partition wall and floor slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211257345U true CN211257345U (en) | 2020-08-14 |
Family
ID=71982397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921313941.5U Active CN211257345U (en) | 2019-08-14 | 2019-08-14 | Connecting node of partition wall and floor slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211257345U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187124A (en) * | 2021-05-24 | 2021-07-30 | 中建八局广西建设有限公司 | Assembly type outer wall horizontal connecting node and construction method thereof |
-
2019
- 2019-08-14 CN CN201921313941.5U patent/CN211257345U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187124A (en) * | 2021-05-24 | 2021-07-30 | 中建八局广西建设有限公司 | Assembly type outer wall horizontal connecting node and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN212404825U (en) | Prefabricated plate joint structure with bottom die | |
| CN106065669A (en) | Bar connecting mode in precast shear wall connecting elements | |
| CN109371836A (en) | A kind of prefabricated assembled floorings splicing structure | |
| CN106088147A (en) | Wallboard mixes prefabricated assembled pipe gallery and construction method thereof on an empty stomach | |
| CN108797638A (en) | Integrated assembled piping lane based on composite bottom board and its construction method | |
| CN206189647U (en) | Novel infilled wall brickwork drawknot muscle structure | |
| CN202519709U (en) | Precast block post-cast strip structure of foundation slab | |
| CN211257345U (en) | Connecting node of partition wall and floor slab | |
| CN210530083U (en) | Connecting structure of bidirectional composite floor slab | |
| CN205954968U (en) | A strenghthened type concrete combined slab for green building | |
| CN107476340A (en) | A kind of subway tunnel and the new Joining Structure and its construction method at enlarging station | |
| CN212248925U (en) | Domatic rigid waterproof layer structure | |
| CN110735492A (en) | Connecting structure of prestressed hollow composite slabs and construction method thereof | |
| CN105803923A (en) | Interurban railway simple support T-beam sidewalk combined structure and combining method | |
| CN211572187U (en) | Cracking-proof structure for splicing part of laminated floor slab | |
| CN105908631B (en) | A kind of built-in type steel reinforced concrete joint portion mud jacking filling device and construction method | |
| CN205840052U (en) | Reinforced concrete wall and attachment structure thereof is filled out in a kind of assembled steel framework | |
| CN211286164U (en) | Self-compaction regeneration block concrete superimposed shear wall | |
| CN211900603U (en) | Face combination shield structure hole of hoist enclosed construction forever | |
| CN108266036B (en) | Construction method of concrete silo roof plate structure | |
| CN108342981B (en) | Joint connection structure between ultrathin precast slabs and construction method | |
| CN208219409U (en) | A kind of ultra-thin prefabricated board seam connection structure | |
| CN211312948U (en) | Interior connection structure who establishes bellows prefabricated wall | |
| CN110499856A (en) | A kind of splicing construction of prestressing force bidirectional stress superimposed sheet | |
| CN110485265A (en) | A kind of the pavement prefabricated board and its construction method of full packaged type bridges |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |