CN1203239C - Method and equipment for installing floor slabs of building - Google Patents
Method and equipment for installing floor slabs of building Download PDFInfo
- Publication number
- CN1203239C CN1203239C CN 01129796 CN01129796A CN1203239C CN 1203239 C CN1203239 C CN 1203239C CN 01129796 CN01129796 CN 01129796 CN 01129796 A CN01129796 A CN 01129796A CN 1203239 C CN1203239 C CN 1203239C
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- China
- Prior art keywords
- floor
- slab form
- fixed code
- building
- floor slabs
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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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- Working Measures On Existing Buildindgs (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention discloses a method for installing floor slabs of buildings and equipment thereof, which mainly solves the problems existing in the prior art that the workload is large and the construction period is long when supporting racks and the templates of floor slabs are installed and disassembled, the strength of the floor slabs is influenced badly after floor slab structures are shaped because the floor slabs bear large pressure in the construction process, etc. With the adoption of the installation method of the buildings of the present invention, installation equipment is utilized to draw the templates of the floor slabs to move downwards from the top ends of the buildings to complete the installation of the floor slabs of each floor. The installation equipment comprises a drawing rope, a drawing device and a fixed yard fixed on the load-bearing structure of the building. Thus, the templates of the floor slabs are drawn to move among floors. The method for installing the floor slabs of the buildings and the equipment thereof have the advantages of small workload, short construction period, and good force-bearing situation of the floor slabs in the installation process.
Description
Technical field
The present invention relates to house building method, the particularly mounting method of multistory building floor, and be used for the erection equipment of this mounting method.
Background technology
The floor of building is vertically cut apart the space of whole building, to satisfy the use needs of user to building space, existing building floor adopts concrete structure mostly, its mounting method is at load-carrying construction such as the concrete frame of finishing every layer, or after finishing the construction of load-carrying construction of whole building, floor successively upwards is installed, after the concrete of lower floor's floor is finished perfusion, need wait for a period of time, make concrete reach certain degree of solidifying, in the time of bearing certain intensity, on this floor plate, bracing frame is installed, with bracing frame in the installation site of last layer floor fixing slab form, draw reinforcing bar from load-carrying construction again, floor bar is installed, concrete perfusion on slab form when concrete degree of solidifying acquires a certain degree, re-uses said method the upper strata floor is installed then.This floor mounting method, be suitable for the installation of various building floors, but in installation process, because concrete setting needs a period of time, before floorslab concrete solidifies fully, bracing frame and slab form can not be removed, like this, in building the floor process, just have bracing frame and slab form are housed between the multilayer floor, mainly bring the problem of two aspects, the one, need install and remove bracing frame and slab form, workload is big, duration is longer, and the 2nd, multilayer floor and bracing frame, the weight of slab form is delivered to the floor of lower floor by bracing frame, before floorslab concrete does not solidify fully, promptly bear big pressure, the intensity after the floor slab structure moulding is caused harmful effect.
Summary of the invention
The object of the present invention is to provide a kind of mounting method and erection equipment thereof of building floor, workload is less, and the duration is shorter, and the force-bearing situation of floorslab concrete in process of setting is better.
The mounting method of building floor of the present invention, erection equipment is installed on the load-carrying construction with screw rod, by erection equipment slab form is drawn to the floor installation site, lock erection equipment then, fixedly slab form is installed reinforcing bar on position suitable on the slab form, concrete perfusion, when floorslab concrete reaches necessarily degree of solidifying, use erection equipment that slab form is drawn to down first floor plate installation site downwards, repeat abovementioned steps installation lower floor floor again;
The erection equipment of building floor of the present invention contains bracing frame, and the bracing frame top is connected with slab form, and the bracing frame bottom is connected with draw-gear by drag cable, and draw-gear is connected with fixed code on can being fixed on the building load-carrying construction.
Because the mounting method and the erection equipment thereof of building floor of the present invention, be to use erection equipment traction slab form to move, only needing to take out screw rod reorientates fixed code, can finish the installation of each floor floor, workload greatly reduces, also shortened the duration, in addition, the weight of each floor board concrete, slab form is delivered on the load-carrying construction that sufficient intensity bears by erection equipment respectively, reduced each floor plate stressed in building course, guaranteed that the force-bearing situation of floorslab concrete in process of setting is better.
Description of drawings
Below in conjunction with drawings and Examples the present invention is described in further detail:
Fig. 1 is a scheme of installation of the present invention;
Fig. 2 is the concrete spouting of the present invention schematic diagram that finishes;
Fig. 3 is the another embodiment of the present invention scheme of installation;
Fig. 4 is the lateral view of Fig. 3;
Fig. 5 is the A-A sectional view of Fig. 1;
The mounting method of building floor of the present invention, as Fig. 1, erection equipment 1 usefulness screw rod 15 is installed on the load-carrying construction 2, by erection equipment 1 slab form 3 is drawn to floor 5 installation sites, stablize erection equipment 1 then, fixedly slab form 3, reinforcing bar 4 is installed on position suitable on the slab form 3, concrete perfusion, when floorslab concrete reaches necessarily degree of solidifying, use erection equipment 1 that slab form 3 is drawn to down first floor plate installation site downwards,, repeat abovementioned steps again lower floor's floor is installed as Fig. 2; On load-carrying construction 2 exterior walls 6 of described installation floor location, have groove 7, on interior wall 16, have hole 8, as Fig. 5, reinforcing bar 4 is passed hole 8, and stretch in the groove 7 by building standard, behind such method perfusion floorslab concrete, can obtain comparatively desirable structural strength, the edge of described groove 7 is arc preferably, and described hole 8 is infundibulate preferably, with when pouring into floorslab concrete, concrete and load-carrying construction have better adhesion effect; Rubber pad 9 is housed around slab form, concrete permeates between the gap of slab form 3 and load-carrying construction 2 when preventing concrete perfusion, influence the moulding of floor, the section of described rubber pad 9 is a triangle, with 2 frictions of load-carrying construction, the angle upper fin that while rubber pad 9 contacts with load-carrying construction 2 rises, after floor installs when moving downward to reduce slab form 3, the bottom of floor 5 and load-carrying construction 2 junctions is to being recessed on the installation of more convenient ceiling;
The erection equipment of building floor of the present invention, contain bracing frame 10, bracing frame 10 tops are connected with slab form 3, and bracing frame 10 bottoms are connected with draw-gear 12 by drag cable 11, and draw-gear 12 is connected with fixed code 13 on can being fixed on building load-carrying construction 2; Adjustment screw 14 is housed on the top of fixed code 13, adjusts the top of screw 14 extended fixed code 13.
The mounting method of building floor of the present invention, as Fig. 3,4, slab form 3 places on the fixed code 13, and by the adjustment screw 14 jack-up slab forms 3 on the fixed code 13, make 13 of slab form 3 and fixed code that certain interval be arranged, as 3 to 10 millimeters, then by regulate adjusting the level that screw 14 is regulated slab form 3, after concrete perfusion has necessarily degree of solidifying, unclamp and adjust screw 14, slab form 3 is thrown off with floor 5 under the action of gravity of its deadweight and bracing frame 10, drop on the fixed code 13, in following first floor plate installation site, load onto fixed code 13 then, draw-gear 12 is taken off from a last fixed code 13, be contained on the new fixing fixed code 13 tension drag cable 11, the weight that new fixed code 13 of installing is born described erection equipment 1, at this moment just can take off original fixed code 13, and can install by abovementioned steps lower floor's floor 5, fixing floor is more easy to operate by this way, floor is easy to separate with slab form, good manufacturability.
Certainly, described draw-gear 12 also can be a pulley, also can be micro-machine, or other alternate device.
The mounting method of the building floor of the present invention and main installation that is suitable for the multistory building floor is installed is installed the mounting means of floor again after the load-carrying construction building that is specially adapted to multistory building finishes.
Claims (6)
1, the mounting method of building floor, it is characterized in that: erection equipment (1) is installed on the load-carrying construction (2) with screw rod (15), by erection equipment (1) slab form (3) is drawn to floor (5) installation site, stablize erection equipment (1) then, fixing slab form (3), on the upward suitable position of slab form (3), reinforcing bar (4) is installed, concrete perfusion, when floorslab concrete reaches necessarily degree of solidifying, use erection equipment (1) that slab form (3) is drawn to down first floor plate (5) installation site downwards, repeat abovementioned steps again lower floor's floor is installed.
2, for realizing the erection equipment of the described building floor mounting method of claim 1, contain bracing frame (10), it is characterized in that: its bracing frame (10) top is connected with slab form (3), bracing frame (10) bottom is connected with draw-gear (12) by drag cable (11), and draw-gear (12) is connected with fixed code (13) on can being fixed on building load-carrying construction (2).
3, the mounting method of building floor according to claim 1, it is characterized in that: when floor bar (4) is installed, on load-carrying construction (2) exterior wall of described installation floor (5) position, have groove (7), on interior wall (16), have hole (8), reinforcing bar (4) is passed hole (8), and stretch in the groove (7) by building standard, rubber pad (9) is housed around slab form (3).
4, the mounting method of building floor according to claim 3 is characterized in that: the edge of described groove (7) is an arc, and described hole (8) are infundibulates, and the section of described rubber pad (9) is a triangle.
5, erection equipment according to claim 2 is characterized in that: be equipped with on the top of fixed code (13) and adjust screw (14), adjust the top of the extended fixed code of screw (14) (13).
6, according to claim 1,3, the mounting method of 4 described building floors, it is characterized in that: slab form (3) places on the fixed code (13), and by adjustment screw (14) the jack-up slab form (3) on the fixed code (13), make between slab form (3) and fixed code (14) certain interval is arranged, then by regulating the level that screw (14) is regulated slab form (3) of adjusting, after concrete perfusion has necessarily degree of solidifying, unclamp and adjust screw (14), slab form (3) is thrown off with floor (5) under the action of gravity of its deadweight and bracing frame (10), drop on the fixed code (13), then in following first floor plate (5) installation site, load onto fixed code (13), draw-gear (12) is taken off from a last fixed code (13), be contained on the new fixing fixed code (13), tension drag cable (11), new fixed code (13) of installing is born the weight of described erection equipment (1), at this moment just can take off original fixed code (13), and can install by abovementioned steps lower floor's floor (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01129796 CN1203239C (en) | 2001-10-22 | 2001-10-22 | Method and equipment for installing floor slabs of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 01129796 CN1203239C (en) | 2001-10-22 | 2001-10-22 | Method and equipment for installing floor slabs of building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1342824A CN1342824A (en) | 2002-04-03 |
| CN1203239C true CN1203239C (en) | 2005-05-25 |
Family
ID=4669453
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 01129796 Expired - Fee Related CN1203239C (en) | 2001-10-22 | 2001-10-22 | Method and equipment for installing floor slabs of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1203239C (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2281364C2 (en) * | 2002-02-01 | 2006-08-10 | Юаньхэ ЛИ | Method and device for building floor panel erection |
| CN103276837A (en) * | 2013-06-22 | 2013-09-04 | 张海冰 | Method for on-site wall pouring without form removal |
-
2001
- 2001-10-22 CN CN 01129796 patent/CN1203239C/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN1342824A (en) | 2002-04-03 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20050525 Termination date: 20121022 |