CN210798369U - Prefabricated floor strutting arrangement of construction - Google Patents
Prefabricated floor strutting arrangement of construction Download PDFInfo
- Publication number
- CN210798369U CN210798369U CN201921378742.2U CN201921378742U CN210798369U CN 210798369 U CN210798369 U CN 210798369U CN 201921378742 U CN201921378742 U CN 201921378742U CN 210798369 U CN210798369 U CN 210798369U
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- supporting
- plates
- sliding
- columns
- seat
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- Expired - Fee Related
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Abstract
A prefabricated floor supporting device for building construction comprises a scissor jack, supporting columns, supporting plates and springs, wherein the top of the scissor jack is provided with a connecting seat, first inner holes are uniformly distributed in the connecting seat, a placing seat is arranged at the bottom of the supporting column, second inner holes are uniformly distributed in the placing seat, a vertical column is arranged in the middle of the placing seat, rib plates are uniformly welded on the outer portion of the vertical column, sliding teeth are symmetrically distributed in the vertical column, spring placing grooves are formed in the bottoms of the sliding teeth, circular supporting plates are arranged on the top of the supporting plates, extending plates are symmetrically distributed on the outer portions of the circular supporting plates, the lower portions of the extending plates are welded with reinforcing ribs, limiting columns are arranged at the bottom of the circular supporting plates, reinforcing rib inner side surfaces are welded on the outer sides of the limiting columns, sliding columns are arranged at the bottoms of the limiting columns, the springs are placed in the spring placing grooves, the sliding teeth are matched with the sliding tooth grooves, and the bottom surfaces of the sliding columns are pressed with the tops of the springs.
Description
Technical Field
The utility model relates to a precast floor field especially relates to a precast floor strutting arrangement of construction.
Background
In the building work progress, often use the prefabricated plate as the ceiling at the small-span part, need hang the installation to the prefabricated plate this moment, the direct joint of traditional prefabricated plate is in the draw-in groove on wall body upper portion, and it is higher to the requirement of hoist and mount settling, drops in one side easily in case the slope, needs to erect the support in the middle part of the floor this moment, and traditional support altitude mixture control is difficult, and lacks shock-absorbing measure, and the impact force when forming the settling easily concentrates the impaired condition that leads to the prefabricated plate, and the structure is reasonable inadequately.
SUMMERY OF THE UTILITY MODEL
The utility model discloses it is not enough to the above-mentioned that prior art exists, provide a rational in infrastructure's a prefabricated floor strutting arrangement of construction.
The utility model aims at realizing through the following technical scheme:
a prefabricated floor supporting device for building construction comprises a scissor jack, supporting columns, supporting plates and springs, wherein the top of the scissor jack is provided with a connecting seat, first inner holes are uniformly distributed in the connecting seat, a placing seat is arranged at the bottom of the supporting column, second inner holes are uniformly distributed in the placing seat, a vertical column is arranged in the middle of the placing seat, rib plates are uniformly welded on the outer portion of the vertical column, sliding teeth are symmetrically distributed in the vertical column, spring placing grooves are formed in the bottoms of the sliding teeth, circular supporting plates are arranged on the top of the supporting plates, extending plates are symmetrically distributed on the outer portions of the circular supporting plates, the lower portions of the extending plates are welded with reinforcing ribs, limiting columns are arranged at the bottom of the circular supporting plates, reinforcing rib inner side surfaces are welded on the outer sides of the limiting columns, sliding columns are arranged at the bottoms of the limiting columns, the springs are placed in the spring placing grooves, the sliding teeth are matched with the sliding tooth grooves, and the bottom surfaces of the sliding columns are pressed with the tops of the springs.
The lower part of the connecting seat is symmetrically provided with supporting arms, the middle parts of the supporting arms are provided with adjusting screws, the bottom of the scissor jack is provided with a pressing seat, the pressing seat is pressed with the ground, and the bottom surface of the prefabricated plate is pressed with the top surfaces of the circular supporting plate and the extension plate.
Has the advantages that:
the spring is put into the spring and is place inslot veneer, its normality of spring is the compression attitude, the spring top cooperates with the slip post, impact force during prefabricated floor assembly is evenly transmitted for spacing post by circular fagging and extension board, and then transmit for the slip post, the sliding cog is put into and is slided and make the slip post along stand axis direction drunkenness, the impact force is dispersed the shock attenuation by the spring, thereby make the assembly safer, and is rational in infrastructure, the bracing column bottom is connected with the formula jack of cutting through the double-screw bolt, adjust adjusting screw can make the support arm take place the ascending displacement of vertical side, and then make whole strutting arrangement altitude mixture control, be convenient for support the floor of co-altitude not, and.
Drawings
Fig. 1 is a construction precast floor strutting arrangement main view section structure sketch map.
Fig. 2 is a prefabricated floor strutting arrangement of construction cuts formula jack and overlooks structural schematic.
Fig. 3 is a construction precast floor strutting arrangement support column overlook the structure schematic diagram.
Fig. 4 is a construction precast floor strutting arrangement fagging look up the structure schematic diagram.
Detailed Description
The invention is explained in more detail below with reference to the figures and examples:
a prefabricated floor supporting device for building construction comprises a scissor jack 01, a supporting column 02, a supporting plate 03 and a spring 04, wherein a connecting seat 11 is arranged at the top of the scissor jack 01, first inner holes 12 are uniformly distributed in the connecting seat 11, a placing seat 21 is arranged at the bottom of the supporting column 02, second inner holes 22 are uniformly distributed in the placing seat 21, a stand column 24 is arranged in the middle of the placing seat 21, rib plates 23 are uniformly welded outside the stand column 24, sliding teeth 25 are symmetrically distributed in the stand column 24, a spring placing groove 26 is arranged at the bottom of the sliding teeth 25, a circular supporting plate 31 is arranged at the top of the supporting plate 03, extension plates 32 are symmetrically distributed outside the circular supporting plate 31, the lower parts of the extension plates 32 are welded with reinforcing ribs 33, a limiting column 34 is arranged at the bottom of the circular supporting plate 31, reinforcing ribs 33 are welded outside the limiting column 34, a sliding column 35 is arranged at the bottom of the, the stud is inserted into the first inner hole 12 and the second inner hole 22, two ends of the stud are connected with the nut, the sliding column 35 is arranged in the upright column 24, the sliding teeth 25 are matched with the sliding tooth grooves 36, and the bottom surface of the sliding column 35 is pressed with the top of the spring 04.
The lower part of the connecting seat 11 is symmetrically provided with supporting arms 13, the middle part of each supporting arm 13 is provided with an adjusting screw 14, the bottom of the scissor jack 01 is provided with a pressing seat 15, the pressing seat 15 is pressed with the ground, and the bottom surface of the prefabricated plate is pressed with the top surfaces of the circular supporting plate 31 and the extending plate 32.
Claims (2)
1. A prefabricated floor supporting device for building construction is characterized by comprising a scissor jack, supporting columns, supporting plates and springs, wherein the top of the scissor jack is provided with a connecting seat, first inner holes are uniformly distributed in the connecting seat, a placing seat is arranged at the bottom of the supporting columns, second inner holes are uniformly distributed in the placing seat, a vertical column is arranged in the middle of the placing seat, rib plates are uniformly welded on the outer portion of the vertical column, sliding teeth are symmetrically distributed in the vertical column, spring placing grooves are formed in the bottoms of the sliding teeth, circular supporting plates are arranged on the top of the supporting plates, extending plates are symmetrically distributed on the outer portions of the circular supporting plates, the lower portions of the extending plates are welded with reinforcing ribs, limiting columns are arranged at the bottom of the circular supporting plates, reinforcing rib inner side surfaces are welded on the outer sides of the limiting columns, the sliding columns are arranged at the bottoms of the limiting columns, the springs are placed in the spring, the sliding teeth are matched with the sliding tooth grooves, and the bottom surfaces of the sliding columns are pressed with the tops of the springs.
2. The supporting device for the precast floor slab in the building construction as claimed in claim 1, wherein the supporting arms are symmetrically distributed at the lower part of the connecting seat, the adjusting screw is arranged at the middle part of the supporting arm, the bottom of the scissor jack is provided with the pressing seat, the pressing seat is pressed with the ground, and the bottom surface of the precast slab is pressed with the top surfaces of the circular supporting plate and the extending plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921378742.2U CN210798369U (en) | 2019-08-23 | 2019-08-23 | Prefabricated floor strutting arrangement of construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921378742.2U CN210798369U (en) | 2019-08-23 | 2019-08-23 | Prefabricated floor strutting arrangement of construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210798369U true CN210798369U (en) | 2020-06-19 |
Family
ID=71231518
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921378742.2U Expired - Fee Related CN210798369U (en) | 2019-08-23 | 2019-08-23 | Prefabricated floor strutting arrangement of construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210798369U (en) |
-
2019
- 2019-08-23 CN CN201921378742.2U patent/CN210798369U/en not_active Expired - Fee Related
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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: 20200619 Termination date: 20210823 |