CN205935392U - Prestressing force sheet metal with ribbing and pouring mold thereof - Google Patents
Prestressing force sheet metal with ribbing and pouring mold thereof Download PDFInfo
- Publication number
- CN205935392U CN205935392U CN201620662415.XU CN201620662415U CN205935392U CN 205935392 U CN205935392 U CN 205935392U CN 201620662415 U CN201620662415 U CN 201620662415U CN 205935392 U CN205935392 U CN 205935392U
- Authority
- CN
- China
- Prior art keywords
- floor
- mould
- ribbing
- reinforcing bar
- thin slab
- 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
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model relates to a concrete product technical field discloses a prestressing force sheet metal with ribbing and pouring mold thereof. Prestressing force sheet metal with ribbing includes the bottom plate and sets up many floors on the bottom plate that the base plate reinforcing bar who is provided with vertically and horizontally staggered in the bottom plate nets, is provided with the floor reinforcing bar in the floor. The utility model discloses owing to be provided with vertically and horizontally staggered's base plate reinforcing bar net in the bottom plate, be provided with the floor reinforcing bar in the floor, consequently, and can the reinforced rib plate and the intensity of bottom plate department, the PK prestressed concrete superimposed sheet that makes it to form has better intensity, avoids taking place to warp fracture even, improves the engineering quality, removes unnecessary from and loses. Adopt the embodiment of the utility model provides a prestressing force sheet metal pouring mold with ribbing can realize pouring of above -mentioned with ribbing prestressing force sheet metal. And floor pouring mold adopts full bolted connection, and the formwork improves production efficiency fast, can realize the batch prefabricating production of floor.
Description
Technical field
This utility model is related to concrete product technical field and in particular to a kind of prestressed thin slab with ribbing and its pour mould
Tool.
Background technology
PK prestressed concrete overlapped slab be using prefabricated prestressed thin slab with ribbing and cast-in-place concrete overlapping layers and
Afterwards plus non-prestressed perforation reinforcing bar and fold-line-shaped cracking resistance reinforcing bar composition single span plate or continuous slab.
Prestressed thin slab with ribbing includes concrete floor and a plurality of concrete floor being arranged on concrete floor.With ribbing
Prestressed thin slab itself is relatively thin, insufficient strength, and bending rigidity is less, after being consequently formed PK prestressed concrete overlapped slab, coagulation
Native floor and concrete floor bear certain pressure, and be squeezed in actual shipment, lifting and installation process collision, easily deforms
Even rupture, cause unnecessary loss.According to statistics, the PK prestressing force being produced quality problems due to prestressed thin slab with ribbing is mixed
Solidifying soil superimposed sheet accounts for the 20% of total output.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of prestressed thin slab with ribbing, being capable of deep floor and bottom
Intensity at plate, the PK prestressed concrete overlapped slab being allowed to be formed has more preferable intensity, it is to avoid deforms or even ruptures,
Improve construction quality, remove unnecessary loss from.
This utility model embodiment is adopted the technical scheme that a kind of prestressed thin slab with ribbing, including base plate and being arranged on
A plurality of floor on described base plate, is provided with crisscross baseplate reinforcing bar net, is provided with rib in described floor in described base plate
Slab muscle.
Preferably, described floor is T-shaped rib.
Preferably, described floor reinforcing bar is two, is set in parallel in described floor.
The beneficial effects of the utility model are:
The prestressed thin slab with ribbing that this utility model embodiment provides, due to being provided with crisscross base plate in the soleplate
Bar-mat reinforcement, is provided with floor reinforcing bar in floor, and therefore, it is possible to the intensity at deep floor and base plate, the PK being allowed to be formed is pre-
Prestressed concrete superimposed sheet has more preferable intensity, it is to avoid deforms or even ruptures, and improves construction quality, it is unnecessary to remove from
Loss.
The invention also discloses a kind of prestressed thin slab with ribbing pours mould, pour mould including floor and base plate pours
Build die station, wherein:
Described floor pours mould and is used for pouring floor, and including bed die, Bian Mo and end mould, described side mould is fixedly installed on institute
State bed die both sides, two side moulds are oppositely arranged on a bed die, and for limiting the shape of floor, described end mould is placed in described bottom
Mould two ends, for limiting the length of floor, described end mould are provided with floor reinforced hole, are used for wearing floor reinforcing bar;
Described bottom slab concreting die station is used for pouring base plate, the pedestal including die station with positioned at described die station two ends, described
The baseplate reinforcing bar hole of one row's equidistantly distributed is horizontally disposed with seat, is used for wearing baseplate reinforcing bar.
Preferably, described floor is T-shaped rib, and correspondingly, two side moulds being oppositely arranged and bed die are collectively forming hollow
Inverted T shape, the two ends being shaped as inverted T shape, described side mould being covered of described end mould.
Preferably, the floor reinforced hole on the mould of described end is two.
Preferably, described end mould is inverted T shape steel plate, and side is provided with L-type gripper shoe.
Preferably, described bed die is provided with baffle plate, is used for propping up described L-type gripper shoe.
Preferably, described pedestal is provided with the dividing plate of multiple equidistantly distributeds.
The beneficial effects of the utility model are:
Using this utility model embodiment provide prestressed thin slab with ribbing pour mould, be capable of above-mentioned with ribbing pre- should
The pouring of power thin plate.
Brief description
Fig. 1 is the structural representation of prestressed thin slab with ribbing in this utility model embodiment;
Fig. 2 is the structural representation of bed die and Bian Mo in this utility model embodiment;
Fig. 3 is the structural representation of this utility model embodiment middle-end mould;
Fig. 4 is the structural representation that in this utility model embodiment, floor pours mould;
Fig. 5 is the top view of bottom slab concreting die station in this utility model embodiment;
Fig. 6 is the side view of Fig. 5.
The corresponding relation of upper in figure reference and component names is:
01 base plate;02 floor;03 baseplate reinforcing bar net;04 floor reinforcing bar;
1 bed die;11 baffle plates;2 side moulds;3 end moulds;31 floor reinforced holes;32L type gripper shoe;4 die station;5 pedestals;6 dividing plates;7
Hanger.
Specific embodiment
With reference to the accompanying drawings and detailed description this utility model is described in further detail.
Refer to Fig. 1, the prestressed thin slab with ribbing that this utility model embodiment provides, include base plate 01 and be arranged on base plate
A plurality of floor 02 on 01, is provided with crisscross baseplate reinforcing bar net 03, is provided with floor reinforcing bar in floor 02 in base plate 01
04.
The prestressed thin slab with ribbing that this utility model embodiment provides, due to being provided with crisscross base plate in the soleplate
Bar-mat reinforcement, is provided with floor reinforcing bar in floor, and therefore, it is possible to the intensity at deep floor and base plate, the PK being allowed to be formed is pre-
Prestressed concrete superimposed sheet has more preferable intensity, it is to avoid deforms or even ruptures, and improves construction quality, it is unnecessary to remove from
Loss.
In a kind of specific embodiment of this utility model, floor 02 is T-shaped rib.Preferably, floor reinforcing bar 04 is two, puts down
Row is arranged on described floor 02.
Refer to Fig. 2-Fig. 6, this utility model embodiment additionally provides a kind of prestressed thin slab with ribbing and pours mould, including
Floor pours mould and bottom slab concreting die station, wherein:Floor pours mould and is used for pouring floor, including bed die 1, side mould 2 and end
Mould 3, side mould 2 is fixedly installed on bed die 1 both sides, and two side moulds 2 are oppositely arranged on a bed die 1, for limiting the shape of floor
Shape, end mould 3 is placed in bed die 1 two ends, for limiting the length of floor, end mould 3 is provided with floor reinforced hole 31, is used for wearing rib
Slab muscle;Bottom slab concreting die station is used for pouring base plate, the pedestal 5 including die station 4 with positioned at die station 4 two ends, and on pedestal 5, level sets
It is equipped with the baseplate reinforcing bar hole of row's equidistantly distributed, be used for wearing baseplate reinforcing bar.
This utility model embodiment additionally provides a kind of prestressed thin slab casting method with ribbing, using above-mentioned with ribbing pre- should
Power thin plate pours mould and is poured, and completes pouring of above-mentioned prestressed thin slab with ribbing, comprises the following steps:
Floor reinforcing bar is poured the through hole on the side mould 2 of mould through T-shaped rib, pour T-shaped rib;
Baseplate reinforcing bar is passed through the through hole on the pedestal 5 of bottom slab concreting die station, forms longitudinal reinforcement, then in longitudinal reinforcement
Lower section is pricked and is tied up transverse steel, forms crisscross baseplate reinforcing bar net;
Many poured T-shaped ribs are equidistantly placed in described baseplate reinforcing bar on the net, together with bottom slab concreting, form band
Rib prestressed thin slab.
Mould and casting method are poured using the prestressed thin slab with ribbing that this utility model embodiment provides, is capable of
The pouring of above-mentioned prestressed thin slab with ribbing.And, floor pour mould adopt full bolt connection, can quick template supporting, improve life
Produce efficiency, be capable of the batch Prefabrication of floor.
In a kind of specific embodiment of this utility model, floor is T-shaped rib, correspondingly, two side mould 2 Hes being oppositely arranged
Bed die 1 is collectively forming the inverted T shape of hollow, the two ends being shaped as inverted T shape, can covering described side mould 2 of described end mould 3.Enter one
Step ground, the floor reinforced hole 31 on the mould 3 of end is two.
In a kind of specific embodiment of this utility model, end mould 3 is inverted T shape steel plate, and side is provided with L-type gripper shoe 21.
Preferably, described bed die 1 is provided with baffle plate 11, is used for propping up described L-type gripper shoe 21.
In order to optimize technique scheme further, in this utility model, pedestal 5 is provided with multiple equidistantly distributeds
Dividing plate 6.Die station 4 is equidistantly split by dividing plate 6, is easy to the base plate of prefabricated different in width, and can also play the T-shaped rib of even partition
Purpose.
Die station 4 both sides are additionally provided with hanger 7, are used for die station 4 of slinging, and are easy to move.
Specific case used herein is set forth to principle of the present utility model and embodiment, above example
Explanation be only intended to help understand method of the present utility model and its core concept.It should be pointed out that for the art
For those of ordinary skill, on the premise of without departing from this utility model principle, some changing can also be carried out to this utility model
Enter and modify, these improve and modification also falls in this utility model scope of the claims.
Claims (9)
1. a kind of prestressed thin slab with ribbing, including base plate(01)Be arranged on described base plate(01)On a plurality of floor(02), its
It is characterised by, described base plate(01)In be provided with crisscross baseplate reinforcing bar net(03), described floor(02)In be provided with rib
Slab muscle(04).
2. prestressed thin slab with ribbing according to claim 1 is it is characterised in that described floor(02)For T-shaped rib.
3. the prestressed thin slab with ribbing according to any one of claim 1-2 is it is characterised in that described floor reinforcing bar(04)For
Two, it is set in parallel in described floor(02)In.
4. a kind of prestressed thin slab with ribbing pours mould it is characterised in that including floor to pour mould and bottom slab concreting die station, its
In:
Described floor pours mould and is used for pouring floor, including bed die(1), Bian Mo(2)With end mould(3), described side mould(2)Fixing
It is arranged on described bed die(1)Both sides, two side moulds(2)It is oppositely arranged on a bed die(1)On, for limiting the shape of floor,
Described end mould(3)It is placed in described bed die(1)Two ends, for limiting the length of floor, described end mould(3)On be provided with floor reinforcing bar
Hole(31), it is used for wearing floor reinforcing bar(6);
Described bottom slab concreting die station is used for pouring base plate, including die station(4)With positioned at described die station(4)The pedestal at two ends(5), institute
State pedestal(5)On be horizontally disposed with the baseplate reinforcing bar hole of row's equidistantly distributed, be used for wearing baseplate reinforcing bar(03).
5. prestressed thin slab with ribbing according to claim 4 pours mould it is characterised in that described floor is T-shaped rib, phase
Ying Di, two being oppositely arranged side mould(2)And bed die(1)It is collectively forming the inverted T shape of hollow, described end mould(3)Be shaped as down T
Type, can cover described side mould(2)Two ends.
6. prestressed thin slab with ribbing according to claim 5 pours mould it is characterised in that described end mould(3)On rib
Plate reinforced hole(31)For two.
7. prestressed thin slab with ribbing according to claim 6 pours mould it is characterised in that described end mould(3)For inverted T shape
Steel plate, side is provided with L-type gripper shoe(32).
8. prestressed thin slab with ribbing according to claim 7 pours mould it is characterised in that described bed die(1)Upper setting
There is baffle plate(11), it is used for propping up described L-type gripper shoe.
9. the prestressed thin slab with ribbing according to any one of claim 4-8 pours mould it is characterised in that described pedestal
(5)On be provided with the dividing plate of multiple equidistantly distributeds(6).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620662415.XU CN205935392U (en) | 2016-06-29 | 2016-06-29 | Prestressing force sheet metal with ribbing and pouring mold thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620662415.XU CN205935392U (en) | 2016-06-29 | 2016-06-29 | Prestressing force sheet metal with ribbing and pouring mold thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205935392U true CN205935392U (en) | 2017-02-08 |
Family
ID=57930858
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620662415.XU Active CN205935392U (en) | 2016-06-29 | 2016-06-29 | Prestressing force sheet metal with ribbing and pouring mold thereof |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205935392U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926843A (en) * | 2016-06-29 | 2016-09-07 | 河北晶通建筑科技有限公司 | Ribbed prestressed thin plate as well as casting mold and casting method thereof |
-
2016
- 2016-06-29 CN CN201620662415.XU patent/CN205935392U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105926843A (en) * | 2016-06-29 | 2016-09-07 | 河北晶通建筑科技有限公司 | Ribbed prestressed thin plate as well as casting mold and casting method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105756252B9 (en) | Prestressed concrete truss laminated slab and manufacturing method thereof | |
CN105484403B (en) | Assembly concrete two-way ribbed slab floor and its method of construction | |
CN206174120U (en) | Prefabricated constructional column and structure thereof | |
CN105926843A (en) | Ribbed prestressed thin plate as well as casting mold and casting method thereof | |
CN213174446U (en) | Assembled UHPC superimposed sheet shear force wall prefabricated construction with mandrel | |
CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
CN211646905U (en) | Steel bar truss prestressed concrete superimposed sheet | |
CN111042438A (en) | Partially-filled concrete combined honeycomb steel beam and column and manufacturing method thereof | |
CN109267491A (en) | A kind of mobile formwork and its construction method | |
CN102409848A (en) | Construction molding methods for light-weight ribbed floorslab and light-weight ribbed floor | |
CN205935392U (en) | Prestressing force sheet metal with ribbing and pouring mold thereof | |
CN110512800A (en) | A kind of steel and concrete combined structure system and construction method | |
CN206844444U (en) | A kind of steel bar girder concrete hollow building roof based on non-dismantling formwork | |
CN219219503U (en) | Steel bar net truss superimposed sheet | |
CN209686711U (en) | Prefabricated laminated superposed column, reinforced column and assembled architecture body | |
CN106142337B (en) | A kind of mechanical-moulded dry concrete bottom plate with ribbing and preparation method thereof | |
CN206690311U (en) | Mold for tie with reinforcing bar | |
CN205954929U (en) | Novel folding type shear force wall | |
CN109914665A (en) | The connection structure of floor support plate and assembly concrete beam | |
CN208137238U (en) | A kind of hollow floor that S type stirrup is cast-in-place | |
CN207105209U (en) | A kind of precast stair mould | |
CN111663695A (en) | Assembly type template-free box-type floor system and construction process thereof | |
CN101696587B (en) | Prefabricated part for light plate | |
CN106677527B (en) | Every beam one-time-concreting molding construction method in elevator | |
CN206205434U (en) | Monoblock type aluminum alloy pattern plate stair continuously poured in one molding structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |