CN2589586Y - Fixing device for architecture floor plate - Google Patents
Fixing device for architecture floor plate Download PDFInfo
- Publication number
- CN2589586Y CN2589586Y CN 02250110 CN02250110U CN2589586Y CN 2589586 Y CN2589586 Y CN 2589586Y CN 02250110 CN02250110 CN 02250110 CN 02250110 U CN02250110 U CN 02250110U CN 2589586 Y CN2589586 Y CN 2589586Y
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- CN
- China
- Prior art keywords
- floor
- floor plate
- solidify
- building
- cable wire
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- 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 a fixing apparatus for a floor plate of a building, which is mainly used for solving the problem that unreasonable bend can be generated under the gravity action of a floor plate existing in the prior art, and the quality of arranging the floor plate is influenced. The fixing device of the floor plate of the building of the utility model comprises a force-bearing piece, one end of the force-bearing piece is connected with a floor plate which is not solidified, and the other end is connected with a force-bearing member at the upper part of the floor plate which is not solidified. The pull force is generated for the floor plate after arrangement apparatuses of floor plates of other buildings are dismantled through the force-bearing piece, the floor plate which is not solidified is pulled tightly, and the floor plate is dismantled after the floor plate is solidified completely. Because of the fixing device of a floor plate of the building of the utility model and after other arrangement apparatus are dismantled, the floor plate which is not solidified is held tightly by using the force-bearing piece upwards. After the arrangement apparatus of the floor plate is shifted down, the floor plate which is not solidified can be supported until complete solidification, the bending of the floor plate is reduced, the arrangement quality of the floor plate is ensured, the arrangement time of floor plates of a whole mansion is shortened at the same time, labor productivity is improved, and construction period is shortened.
Description
Technical field
The utility model relates to the erection equipment of building floor, and the fastening devices of building floor particularly is installed.
Technical background
The mounting method of existing building floor is to adopt installation technology from the bottom up mostly, exists workload big, and the duration is long, the not good problem such as floor installation quality that influences of the stress of floor in installation process.Chinese patent application number 01129796.4 discloses a kind of mounting method and erection equipment thereof of building floor, the problems referred to above have been solved preferably, but during owing to construct, for reaching the purpose of accelerating construction progress, reduction of erection time, before floorslab concrete does not solidify fully by this technology, erection equipment will be moved down, at this moment, floor produces certain amount of deflection downwards under the effect of gravity, because concrete does not solidify, this amount of deflection can make floor produce excessive bending, influences the floor installation quality.
The utility model content
The purpose of this utility model is to provide a kind of fastening devices of building floor, can support floor after the floor erection equipment moves down, and reduces the amount of deflection of floor, guarantees the installation quality of floor.
The fastening devices of building floor described in the utility model, contain load spare, one end of load spare with do not solidify floor and be connected, the other end is connected with the load-carrying member that does not solidify the floor top, load spare is removed the back at other building floor erection equipment floor is produced pulling force, hold and do not solidify floor, treat to remove floor again after floor solidifies fully.
The load-carrying member of described floor top is the truss that is connected on the fixed code, or does not solidify the upper strata floor of floor;
Described load spare is a pull bar, and an end of pull bar is connected with the load-carrying member of floor top, and the other end combines with floor after passing and not solidifying floor.
Described pull bar is a screw-thread steel, one end of screw-thread steel is connected with the load-carrying member of floor top, the other end passes and does not solidify floor, described screw-thread steel passes before floorslab concrete solidifies, expand after the concrete setting and double thread steel generation pressure, owing on the screw-thread steel raised line and groove are arranged, when producing amount of deflection downwards under the effect of floor at its gravity, the frictional force that produces between screw-thread steel and concrete is enough to overcome the gravity of floor, and the amount of deflection that floor is produced under the effect of gravity is in the normal range (NR); When the load-carrying member of described floor top is that the top of screw-thread steel is connected with truss when being connected on the fixed code truss, floor is passed in the lower end; When described floor top was the last layer floor of described floor, described screw-thread steel can pass the multilayer floor, and the mode by welding between described screw-thread steel links together, and solder joint is above every floor plate.
Described load spare is a cable wire, an end of cable wire with do not solidify being connected of floor, the other end is connected with the load-carrying member of the top of floor, cable wire is held and not to be solidified floor, treats to remove cable wire again after floor solidifies.
Described load spare is a cable wire, and an end of cable wire passes and do not solidify floor, is provided with tension member and does not solidify floor with the support pulling, and the below hangs the stretching cable wire of weight, and the other end is connected with the load-carrying member of the top of floor;
Described load spare is a cable wire, one end of cable wire is connected with floor by suspension ring, the other end is connected with the load-carrying member of the top of floor, the suspension ring bottom is connected with a up-small and down-big wedge, wedge passes and does not solidify floor, the lower end of wedge is provided with the suspension hook suspension heavy weight with stretching cable wire, and cable wire can not create antagonism and do not solidify the pulling force that makes progress of floor gravity by suspension ring and wedge behind concrete perfusion solidifying floor.When the described load-carrying member that does not solidify floor top is that the top of cable wire is connected with truss when being connected on the fixed code truss, the lower end is passed by wedge and is not solidified floor; When not solidifying floor top load-carrying member and being the last layer floor of described floor, cable wire can pass the multilayer floor, links together by suspension ring and wedge between the cable wire when described.
Foregoing cable wire all can be substituted by iron chains, utilizes iron chains to hold and does not solidify floor.
Because the fastening devices of building floor described in the utility model, after other erection equipment is removed, utilize load spare upwards to hold and do not solidify floor, after moving down, the floor erection equipment can support not solidify floor until solidifying fully, reduce the amount of deflection of floor, guarantee the installation quality of floor, shortened the floor set-up time of whole building mansion simultaneously greatly, improve labor productivity, shortened the duration.
Description of drawings
Below in conjunction with drawings and Examples the utility model is described in further detail:
Fig. 1 is a schematic diagram of the present utility model;
Fig. 2 is the A portion enlarged drawing of Fig. 1;
Fig. 3 is a schematic diagram of the present utility model;
Fig. 4 is the B portion enlarged drawing of Fig. 3;
Fig. 5 is a schematic diagram of the present utility model;
Fig. 6 is the C portion enlarged drawing of Fig. 5;
The specific embodiment
The fastening devices of building floor described in the utility model, contain load spare 1, one end of load spare 1 with do not solidify floor 2 and be connected, the other end is connected with the load-carrying member 3 that does not solidify floor 2 tops, load spare 1 is removed the back at other building floor erection equipment and is produced pulling force to solidifying floor 2; Described load spare is a screw-thread steel 4, as Fig. 1, shown in 2, one end of screw-thread steel 4 passes and does not solidify floor 2, the other end is connected with the load-carrying member 3 that does not solidify floor 2 tops, during use, described screw-thread steel 4 passes floor 2 before floorslab concrete solidifies, expand after the concrete setting and double thread steel 4 generation pressure, owing on the screw-thread steel 4 raised line and groove are arranged, when under not solidifying the effect of floor 2, producing amount of deflection downwards at its gravity, the frictional force that produces between screw-thread steel 4 and concrete is enough to overcome the gravity of floor 2, and the amount of deflection that floor 2 is produced under the effect of gravity is in the normal range (NR); When the load-carrying member 3 that does not solidify floor 2 tops is that the top of screw-thread steel 4 is connected with truss when being connected on the fixed code truss, the lower end is passed and is not solidified floor 2; Above described floor is that described screw-thread steel 4 can pass the multilayer floor when not solidifying the last layer floor of floor 2, and 4 modes by welding of described screw-thread steel link together, and solder joint is above every floor plate.
Described load spare is cable wire 5 or iron chains 6, as Fig. 3,4,5,6, one end of cable wire 5 or iron chains 6 by suspension ring 7 with do not solidify floor 2 and be connected, the other end is connected with the load-carrying member 3 of the top of not solidifying floor 2, described suspension ring 7 bottoms are connected with a up-small and down-big wedge 8, wedge 8 passes floor 2, and the lower end of wedge 8 is provided with suspension ring 7 suspension heavy weights 9 with stretching cable wire 5 or iron chains 6, can be to not solidifying the create antagonism pulling force that makes progress of floor gravity of floor 2 behind concrete perfusion.When the load-carrying member 3 that does not solidify floor 2 tops is that the top of cable wire 5 or iron chains 6 is connected with truss when being connected on the fixed code truss, the lower end is passed by wedge 8 and is not solidified floor 2; When the load-carrying member that does not solidify floor 2 tops is that described cable wire 5 or iron chains 6 can pass the multilayer floor when not solidifying the last layer floor of floor 2,6 on described cable wire 5 or iron chains link together by suspension ring 7 and wedge 8.
The utility model is not limited to the foregoing description.
Claims (10)
1. the fastening devices of building floor contains load spare (1), it is characterized in that: an end of load spare (1) with do not solidify floor (2) and be connected, the other end is connected with the load-carrying member (3) that does not solidify floor (2) top.
2. the fastening devices of building floor according to claim 1 is characterized in that: the described load-carrying member (3) that does not solidify floor (2) top is the truss that is connected on the fixed code.
3. the fastening devices of building floor according to claim 1 is characterized in that: the described load-carrying member (3) that does not solidify floor (2) top is the upper strata floor that does not solidify floor (2).
4. according to the fastening devices of the described arbitrary building floor of claim 2 to 3, it is characterized in that: described load spare is a pull bar.
5. the fastening devices of building floor according to claim 4, it is characterized in that: described pull bar is screw-thread steel (4), and its top is connected with the upper strata floor that does not solidify floor (2), and the lower end is passed and is not solidified floor (2).
6. the fastening devices of building floor according to claim 4, it is characterized in that: described pull bar is screw-thread steel (2), passes not solidify the above multilayer floor of floor (2), and links together with welding manner, solder joint is above floor.
7. the fastening devices of building floor according to claim 1, it is characterized in that: described load spare (1) is cable wire (5) or iron chains (6), one end of cable wire (5) or iron chains (6) with do not solidify being connected of floor (2), the other end is connected with the load-carrying member (3) of the top of floor.
8. the fastening devices of building floor according to claim 1, it is characterized in that: described load spare (1) is cable wire (5) or iron chains (6), one end of cable wire (5) or iron chains (6) passes and does not solidify floor (2), be provided with tension member and do not solidify floor with the support pulling, the below hangs stretching cable wire of weight (9) (5) or iron chains (6), and the other end is connected with the load-carrying member (3) of the top of floor.
9. according to the fastening devices of claim 2 or 8 described arbitrary building floors, it is characterized in that: described load spare (1) is cable wire (5) or iron chains (6), cable wire (5) or iron chains (6) lower end by suspension ring (7) with do not solidify floor (2) and be connected, described suspension ring (7) bottom is connected with a up-small and down-big wedge (8), wedge (8) passes and does not solidify floor (2), the lower end of wedge (8) is provided with the suspension ring (7) of suspension heavy weight (9), and its top is connected with truss.
10. according to the fastening devices of claim 3 or 8 described arbitrary building floors, it is characterized in that: described load spare (1) is cable wire (5) or iron chains (6), cable wire (5) or iron chains (6) lower end by suspension ring (7) with do not solidify floor (2) and be connected, described suspension ring (7) bottom is connected with a up-small and down-big wedge (8), wedge (8) passes and does not solidify floor (2), the lower end of wedge (8) is provided with the suspension ring (7) of suspension heavy weight (9), and its top is connected with wedge (8) the multilayer floor above with not solidifying floor by suspension ring (7).
Priority Applications (12)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02250110 CN2589586Y (en) | 2002-12-09 | 2002-12-09 | Fixing device for architecture floor plate |
| US10/503,017 US20050076599A1 (en) | 2002-02-01 | 2003-01-24 | Erection unit for a building floor slab and the erection method thereof |
| JP2003564362A JP2005525485A (en) | 2002-02-01 | 2003-01-24 | Building floor plate mounting apparatus and mounting method |
| KR10-2004-7011736A KR20040078146A (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof |
| RU2004126670/03A RU2281364C2 (en) | 2002-02-01 | 2003-01-24 | Method and device for building floor panel erection |
| MXPA04007379A MXPA04007379A (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof. |
| AU2003240022A AU2003240022B2 (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof |
| PCT/CN2003/000069 WO2003064781A1 (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof |
| BR0307536-2A BR0307536A (en) | 2002-02-01 | 2003-01-24 | Building floor slab erecting unit and method for erecting floor slab |
| CA002473755A CA2473755A1 (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof |
| EP03734643A EP1484457A4 (en) | 2002-02-01 | 2003-01-24 | An erection unit for a building floor slab and the erection method thereof |
| NO20043225A NO20043225L (en) | 2002-02-01 | 2004-07-30 | Entry unit for a building floor separator and method for its entry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02250110 CN2589586Y (en) | 2002-12-09 | 2002-12-09 | Fixing device for architecture floor plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2589586Y true CN2589586Y (en) | 2003-12-03 |
Family
ID=33720404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02250110 Expired - Fee Related CN2589586Y (en) | 2002-02-01 | 2002-12-09 | Fixing device for architecture floor plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2589586Y (en) |
-
2002
- 2002-12-09 CN CN 02250110 patent/CN2589586Y/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |