CN217998599U - Flexible connection's prefabricated superimposed sheet of concrete - Google Patents
Flexible connection's prefabricated superimposed sheet of concrete Download PDFInfo
- Publication number
- CN217998599U CN217998599U CN202222470311.7U CN202222470311U CN217998599U CN 217998599 U CN217998599 U CN 217998599U CN 202222470311 U CN202222470311 U CN 202222470311U CN 217998599 U CN217998599 U CN 217998599U
- Authority
- CN
- China
- Prior art keywords
- fixed column
- plate
- superimposed sheet
- fixing columns
- mounting hole
- 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
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a flexonics's prefabricated superimposed sheet of concrete, include: the plate body, outside one side fixedly connected with fixed column of plate body, and the quantity of fixed column is four, four the outside of fixed column all is equipped with the rubber pad, four the reinforcing plate has been run through to the one end of fixed column, reinforcing plate and four be equipped with first mounting hole between the fixed column, per two the one end of fixed column is run through and is had the linkage plate, and the quantity of linkage plate is two, two linkage plate and four be equipped with the second mounting hole between the fixed column. The utility model provides a pair of prefabricated superimposed sheet of concrete of flexonics at first fixed column runs through the gusset plate through first mounting hole, and gusset plate and rubber pad laminating, fixed column rethread second mounting hole run through the linkage plate, and the nut of reusing is installed with the fixed column, and safer when the intensity of superimposed sheet has been strengthened with the installation of linkage plate to the gusset plate when using, and the rubber pad plays the effect of buffering, has possessed the flexibility.
Description
Technical Field
The utility model relates to a prefabricated superimposed sheet field especially relates to a flexonics's prefabricated superimposed sheet of concrete.
Background
The prefabricated building is a building assembled on a construction site by using prefabricated parts, has the advantages of high construction speed, small restriction by climatic conditions, labor saving and building quality improvement, and generally adopts a reinforced concrete composite floor slab in an integral concrete structure at present.
But prefabricated superimposed sheet in the existing market does not possess the flexonics, leads to unable buffering, splits easily when the atress is too big, leads to the superimposed sheet to damage, is not convenient for install the problem that the gusset plate improves superimposed sheet intensity.
Therefore, there is a need to provide a flexibly connected precast concrete composite slab that solves the above-mentioned problems.
SUMMERY OF THE UTILITY MODEL
The utility model provides a flexonics's prefabricated superimposed sheet of concrete, the prefabricated superimposed sheet of having solved among the existing market does not possess the flexonics, leads to unable buffering, and the atress splits easily when too big, leads to the superimposed sheet to damage, is not convenient for install the problem that the gusset improves superimposed sheet intensity.
The utility model provides a flexonics's prefabricated superimposed sheet of concrete, include: the plate body, outside one side fixedly connected with fixed column of plate body, and the quantity of fixed column be four, four the outside of fixed column all is equipped with the rubber pad, four the one end of fixed column is run through there is the gusset plate, gusset plate and four be equipped with first mounting hole between the fixed column, per two the one end of fixed column is run through there is the linkage plate, and the quantity of linkage plate is two, two linkage plate and four be equipped with the second mounting hole between the fixed column, two the linkage plate is located the outside one side of gusset plate, four the outside of fixed column and be located outside one side threaded connection of linkage plate has the nut.
Preferably, the plate body comprises a substrate layer, and a steel mesh is fixedly mounted inside the substrate layer.
Preferably, the plate body is fixedly connected with reinforcing steel bars, and the number of the reinforcing steel bars is multiple.
Preferably, the mounting groove has been seted up to the outside opposite side of plate body, and the quantity of mounting groove is four, four the couple is all installed in the inside of mounting groove rotation.
Preferably, the other side of the outside of the plate body is fixedly connected with support bars at equal intervals, and the number of the support bars is multiple.
Compared with the prior art, the utility model provides a pair of flexonics's prefabricated superimposed sheet of concrete has following beneficial effect:
this prefabricated superimposed sheet at first fixed column runs through the gusset plate through first mounting hole, and the gusset plate laminates with the rubber pad, and fixed column rethread second mounting hole runs through linking up the board, reuses the nut and installs with the fixed column, and it is safer when the intensity of superimposed sheet has been strengthened in the installation of gusset plate and linking up the board is used, and the rubber pad plays the effect of buffering, has possessed the flexibility.
Drawings
Fig. 1 is a schematic structural view of a preferred embodiment of a flexibly connected precast concrete composite slab provided by the present invention;
FIG. 2 is a schematic view illustrating an installation structure of the reinforcing plate shown in FIG. 1;
fig. 3 is a schematic structural view of the blanking mechanism shown in fig. 1.
In the figure: 1. a plate body; 101. a base layer; 102. a steel mesh; 2. fixing a column; 3. a rubber pad; 4. a reinforcing plate; 5. a first mounting hole; 6. a connector tile; 7. a second mounting hole; 8. a nut; 9. reinforcing steel bars; 10. a supporting strip; 11. mounting grooves; 12. and (4) hanging hooks.
Detailed Description
The present invention will be further described with reference to the accompanying drawings and embodiments.
Please refer to fig. 1, fig. 2 and fig. 3 in combination, wherein fig. 1 is a schematic structural diagram of a preferred embodiment of a flexibly connected precast concrete composite slab according to the present invention; FIG. 2 is a schematic view of the spacing mechanism shown in FIG. 1; fig. 3 is a schematic structural view of the blanking mechanism shown in fig. 1, and a flexibly connected precast concrete laminated slab comprises: plate body 1, plate body 1's outside one side fixedly connected with fixed column 2, and the quantity of fixed column 2 is four, the outside of four fixed column 2 all is equipped with rubber pad 3, the one end of four fixed column 2 runs through reinforcing plate 4, be equipped with first mounting hole 5 between reinforcing plate 4 and four fixed column 2, the one end of per two fixed column 2 runs through linking plate 6, and the quantity of linking plate 6 is two, be equipped with second mounting hole 7 between two linking plate 6 and four fixed column 2, two linking plate 6 are located reinforcing plate 4 outside one side, four fixed column 2's outside and the outside one side threaded connection who is located linking plate 6 have nut 8, at first fixed column 2 runs through reinforcing plate 4 through first mounting hole 5, reinforcing plate 4 and 3 laminating of rubber pad, fixed column 2 rethread second mounting hole 7 runs through linking plate 6, reuse nut 8 and fixed column 2 install, it is safer when the intensity of superimposed sheet was used with the installation enhancement of linking plate 6 with the fixed column 4, rubber pad 3 plays the effect of buffering, the flexibility has been possessed.
The plate body 1 comprises a base layer 101, a steel mesh 102 is fixedly mounted inside the base layer 101, and a steel-concrete structure is formed by cooperation between the base layer 101 and the steel mesh 102, so that firmness of the laminated plate is improved.
The inside fixedly connected with reinforcing bar 9 of plate body 1, the quantity of reinforcing bar 9 is a plurality of, and reinforcing bar 9 improves superimposed sheet's intensity.
The outside opposite side equidistance fixedly connected with support bar 10 of plate body 1, and the quantity of support bar 10 is a plurality of, stable in structure, safe in utilization.
The utility model provides a pair of prefabricated superimposed sheet of concrete of flexonics's theory of operation as follows:
the first step is as follows: at first the fixed column 2 runs through reinforcing plate 4 through first mounting hole 5, and reinforcing plate 4 and 3 laminating of rubber pad, the fixed column 2 rethread second mounting hole 7 runs through linkage plate 6, reuses nut 8 and fixed column 2 and installs, and is safer when the intensity of superimposed sheet was strengthened in the installation of reinforcing plate 4 and linkage plate 6 uses, and rubber pad 3 plays the effect of buffering, has possessed the flexibility.
The second step is that: cooperation between stratum basale 101 and the steel mesh 102 constitutes the steel-concrete structure, improves the firmness of superimposed sheet, is convenient for hang the superimposed sheet through four couples 12 and removes, and then has reduced workman's working strength, has improved efficiency simultaneously.
Compared with the prior art, the utility model provides a pair of flexonics's precast concrete superimposed sheet has following beneficial effect:
this prefabricated superimposed sheet at first fixed column 2 runs through gusset plate 4 through first mounting hole 5, and gusset plate 4 and 3 laminating of rubber pad, 2 rethread second mounting holes 7 of fixed column run through linking up board 6, reuse nut 8 and fixed column 2 install, and the intensity of superimposed sheet is strengthened when using safer with linking up the installation of board 6 to gusset plate 4, and rubber pad 3 plays the effect of buffering, has possessed the flexibility.
The above is only the embodiment of the present invention, not limiting the scope of the present invention, all the equivalent structures or equivalent processes of the present invention can be used in other related technical fields, directly or indirectly, or in the same way as the present invention.
Claims (5)
1. A flexibly connected precast concrete composite slab comprising: plate body (1), its characterized in that: the fixed plate is characterized in that one side of the outer portion of the plate body (1) is fixedly connected with fixing columns (2), the number of the fixing columns (2) is four, rubber pads (3) are sleeved on the outer portion of the fixing columns (2), one ends of the fixing columns (2) penetrate through reinforcing plates (4), the reinforcing plates (4) and the four fixing columns (2) are provided with first mounting holes (5), every two connecting plates (6) penetrate through one ends of the fixing columns (2), the number of the connecting plates (6) is two, the connecting plates (6) and the four connecting plates (2) are provided with second mounting holes (7) therebetween, the connecting plates (6) are located on one side of the outer portion of the reinforcing plates (4), and the outer portions of the fixing columns (2) and one side of the outer portion of the connecting plates (6) are in threaded connection with nuts (8).
2. A flexibly connected precast concrete composite slab according to claim 1, wherein said slab body (1) comprises a base layer (101), and a steel net (102) is fixedly installed inside said base layer (101).
3. A flexible joint precast concrete composite slab according to claim 2, wherein a plurality of reinforcing bars (9) are fixedly connected to the inside of said slab body (1).
4. The prefabricated concrete composite slab with the flexible connection function as claimed in claim 3, wherein mounting grooves (11) are formed in the other side of the outer portion of the slab body (1), the number of the mounting grooves (11) is four, and hooks (12) are rotatably mounted in the four mounting grooves (11).
5. A flexible connection precast concrete superimposed plate according to claim 4, characterized in that the other side of the outside of the plate body (1) is fixedly connected with a plurality of supporting bars (10) with equal distance, and the number of the supporting bars (10) is multiple.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222470311.7U CN217998599U (en) | 2022-09-19 | 2022-09-19 | Flexible connection's prefabricated superimposed sheet of concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222470311.7U CN217998599U (en) | 2022-09-19 | 2022-09-19 | Flexible connection's prefabricated superimposed sheet of concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217998599U true CN217998599U (en) | 2022-12-09 |
Family
ID=84291133
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202222470311.7U Active CN217998599U (en) | 2022-09-19 | 2022-09-19 | Flexible connection's prefabricated superimposed sheet of concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217998599U (en) |
-
2022
- 2022-09-19 CN CN202222470311.7U patent/CN217998599U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN217998599U (en) | Flexible connection's prefabricated superimposed sheet of concrete | |
CN102535830A (en) | Machine position adhesion device for monolithic climbing scaffold for constructing prefabricated building | |
CN210767411U (en) | Water storage argil plate curtain wall beam column decoration structure | |
CN210658379U (en) | Underground structure supporting construction of building | |
CN109914849B (en) | FRP wall reinforcing device and reinforcing method | |
CN218912214U (en) | Overlength attaches wall conversion support | |
CN212656419U (en) | Novel peripheral revetment structure of assembled | |
CN211172708U (en) | Column foot structure of channel steel column | |
CN212405556U (en) | Prefabricated wall for prefabricated building | |
CN214220180U (en) | Laminated floor slab | |
CN212224202U (en) | Prefabricated wallboard that steel sheet is connected | |
CN211341295U (en) | Connecting joint of external wall board and beam | |
CN108412101B (en) | Steel structure integrated floor slab and construction method thereof | |
CN216340287U (en) | High-rise steel structure and high-strength concrete composite structure | |
CN216587095U (en) | Steel wire net rack insulation board convenient to install fast | |
CN211172709U (en) | Column base structure of square and rectangular tube steel column | |
CN215926818U (en) | Adjustable temporary reinforcing beam of prefabricated wallboard | |
CN218933531U (en) | Frame construction for multifunctional door and window curtain wall | |
CN221878553U (en) | Anti-deformation cross column | |
CN216840057U (en) | Wall frame structure | |
CN218087090U (en) | Assembled large module water tank | |
CN217106136U (en) | Narrow deformation joint steel plate template | |
CN213204683U (en) | A reinforced concrete prefabricated component for building | |
CN215330534U (en) | A connecting piece that is used for compound cast-in-place side fascia of light gauge steel to have fossil fragments department | |
CN214658008U (en) | Prefabricated wallboard |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |