CN212406106U - Novel support system for laminated slab cast-in-place slab band - Google Patents
Novel support system for laminated slab cast-in-place slab band Download PDFInfo
- Publication number
- CN212406106U CN212406106U CN202021081692.4U CN202021081692U CN212406106U CN 212406106 U CN212406106 U CN 212406106U CN 202021081692 U CN202021081692 U CN 202021081692U CN 212406106 U CN212406106 U CN 212406106U
- Authority
- CN
- China
- Prior art keywords
- cast
- place
- support system
- slab
- novel support
- 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
Abstract
The utility model provides a novel support system of superimposed sheet cast-in-place slab band, including the superimposed sheet, reserve cast-in-place slab band between the two adjacent superimposed sheets, cast-in-place slab band bottom is equipped with the support template, and the support template is connected with the superimposed sheet. The utility model has the advantages that: the construction of workers is facilitated, the construction efficiency is greatly improved, a large amount of steel pipe frame materials are saved, the project material investment is reduced, the lease cost is reduced, the appearance flatness of the seam between precast concrete and post-cast concrete can be guaranteed, the post-cast concrete can be prevented from leaking slurry, the secondary maintenance cost caused by the fact that the slurry leaks and expands the mold is avoided, the method is easy to guarantee one-step forming, and the appearance quality and the construction efficiency can be improved.
Description
Technical Field
The utility model relates to a construction especially indicates a novel support system of superimposed sheet cast-in-place slab band.
Background
With the development of assembly type buildings, more and more buildings adopt prefabricated composite slabs as floor slabs for construction, when the traditional composite slabs are cast in place, a full-hall frame supporting system needs to be erected below cast-in-place slabs, a large amount of steel pipe frame materials need to be input in the construction method, a large amount of installation workload is needed in the early stage of workers, and high material input and labor cost of projects are caused.
SUMMERY OF THE UTILITY MODEL
The utility model provides a novel support system of cast-in-place slab band of superimposed sheet has solved the problem that the cast-in-place slab band construction work volume of current superimposed sheet is big, construction cost is high.
The technical scheme of the utility model is realized like this: the utility model provides a novel support system of cast-in-place slab band of superimposed sheet, includes the superimposed sheet, reserves cast-in-place slab band between two adjacent superimposed sheets, and cast-in-place slab band bottom is equipped with the support template, and the support template is connected with the superimposed sheet.
The two sides of the supporting template are respectively connected with the superimposed plates on the two sides.
The supporting template is connected with the bottom of the laminated slab.
The supporting template is detachably connected with the laminated plate.
And a threaded sleeve is embedded in the laminated slab and connected with the supporting template through a bolt.
The bottom of the laminated slab is provided with a pressing groove, and the supporting template is positioned in the pressing groove.
The support template include square pipe and formwork, square pipe is connected with the superimposed sheet, the formwork is established on square pipe to the formwork is established in cast-in-place slab band bottom.
The both sides of square pipe be connected with the superimposed sheet of both sides respectively.
The square pipe is connected with the bottom of the laminated slab.
The square pipe and the laminated plate are detachably connected.
The composite slab is characterized in that a threaded sleeve is embedded in the composite slab and connected with the square pipe through a bolt.
The bottom of the laminated slab is provided with a pressing groove, and the support die is positioned in the pressing groove.
The square tube is made of square steel.
The supporting formwork is a wood formwork.
The utility model has the advantages that: the construction of workers is facilitated, the construction efficiency is greatly improved, a large amount of steel pipe frame materials are saved, the project material investment is reduced, the lease cost is reduced, the appearance flatness of the seam between precast concrete and post-cast concrete can be guaranteed, the post-cast concrete can be prevented from leaking slurry, the secondary maintenance cost caused by the fact that the slurry leaks and expands the mold is avoided, the method is easy to guarantee one-step forming, and the appearance quality and the construction efficiency can be improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a front view of the structure of the present invention.
Fig. 2 is a bottom view of the structure of the present invention.
In the figure: 1-laminated slab, 2-threaded sleeve, 3-square tube, 4-formwork, 5-indent and 6-bolt.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without any creative effort belong to the protection scope of the present invention.
Example 1
The utility model provides a novel support system of superimposed sheet cast-in-place slab band, includes superimposed sheet 1, reserves cast-in-place slab band between two adjacent superimposed sheets 1, and cast-in-place slab band bottom is equipped with the support template, and the both sides of support template are connected with the 1 bottoms of superimposed sheet of both sides respectively. And the supporting template is used for carrying out enclosure supporting on the bottom of the cast-in-place slab band, so that the cast-in-place construction of the laminated slab is realized. The superimposed sheet replaces traditional full hall frame, provides the support for supporting the template, simple structure, construction convenience.
Pre-buried threaded sleeve 2 that has in superimposed sheet 1, threaded sleeve 2 passes through bolt 6 and is connected with the template that supports, realizes that the template that supports can dismantle with superimposed sheet 1 and be connected, connects the template that supports on the superimposed sheet before the construction, and after the construction was accomplished, demolish the template that supports can, use in a flexible way.
Laminated slab 1's bottom is equipped with indent 5, and the supporting template is located indent 5, and the indent is carried out the card to the supporting template and is established the laminating location, guarantees the roughness of supporting template, and not hourglass thick liquid improves construction quality when pouring.
Example 2
As shown in fig. 1 and 2, a novel support system for a laminated slab cast-in-place slab band comprises laminated slabs 1, a cast-in-place slab band is reserved between every two adjacent laminated slabs 1, a support template is arranged at the bottom of each cast-in-place slab band and comprises a square pipe 3 and a support template 4, preferably, the square pipe 3 is made of square steel, and the support template 4 is made of wood.
The two sides of the square pipe 3 are respectively connected with the bottoms of the superimposed sheets 1 on the two sides, the supporting mold 4 is arranged on the square pipe 3, and the supporting mold 4 is arranged at the bottom of the cast-in-place slab band. And the supporting formwork is used for carrying out enclosure supporting on the bottom of the cast-in-place slab band, so that the cast-in-place construction of the laminated slab is realized. Superimposed sheet replaces traditional full hall frame, provides the support through square pipe 3 to the formwork, simple structure, construction convenience.
Pre-buried threaded sleeve 2 that has in superimposed sheet 1, threaded sleeve 2 passes through bolt 6 and is connected with square pipe 3, realizes that square pipe 3 can dismantle with superimposed sheet 1 and be connected, connects square pipe 3 on the superimposed sheet before the construction, then places a formwork on square pipe, and after the construction is accomplished, with a formwork 4 and square pipe 3 demolish can, use in a flexible way.
Superimposed sheet 1's bottom is equipped with indent 5, and formwork 4 is located indent 5, and the indent clamps the formwork and blocks to establish the laminating location, guarantees the roughness of formwork, does not leak thick liquid when pouring, improves construction quality.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (10)
1. The utility model provides a novel support system of cast-in-place slab band of superimposed sheet, includes superimposed sheet (1), reserves cast-in-place slab band between two adjacent superimposed sheets (1), its characterized in that: and a support template is arranged at the bottom of the cast-in-place slab band and is connected with the laminated slab (1).
2. The novel support system for laminated slab cast-in-place slabs of claim 1, wherein: the two sides of the supporting template are respectively connected with the superimposed plates (1) on the two sides.
3. The novel support system for laminated slab cast-in-place slabs of claim 1 or 2, characterized in that: the supporting template is detachably connected with the laminated slab (1).
4. The novel support system for laminated slab cast-in-place slabs of claim 3, wherein: the composite plate is characterized in that a threaded sleeve (2) is embedded in the composite plate (1), and the threaded sleeve (2) is connected with a supporting template through a bolt (6).
5. The novel support system for laminated slab cast-in-place slabs of claim 1, wherein: the bottom of superimposed sheet (1) be equipped with indent (5), the support template is located indent (5).
6. The novel support system for laminated slab cast-in-place slabs of claim 1, wherein: the support template include square pipe (3) and formwork (4), square pipe (3) are connected with superimposed sheet (1), establish on square pipe (3) formwork (4) to formwork (4) are established in cast-in-place slab band bottom.
7. The novel support system for laminated slab cast-in-place slabs of claim 6, wherein: the two sides of the square pipe (3) are respectively connected with the superimposed plates (1) on the two sides.
8. The novel support system for laminated slab cast-in-place slabs of claim 6 or 7 is characterized in that: the square pipe (3) is detachably connected with the laminated plate (1).
9. The novel support system for laminated slab cast-in-place slabs of claim 8, wherein: the composite plate is characterized in that a threaded sleeve (2) is embedded in the composite plate (1), and the threaded sleeve (2) is connected with the square pipe (3) through a bolt (6).
10. The novel support system for laminated slab cast-in-place slabs of claim 6, wherein: the bottom of the laminated slab (1) is provided with a pressing groove (5), and the support die (4) is positioned in the pressing groove (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021081692.4U CN212406106U (en) | 2020-06-12 | 2020-06-12 | Novel support system for laminated slab cast-in-place slab band |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021081692.4U CN212406106U (en) | 2020-06-12 | 2020-06-12 | Novel support system for laminated slab cast-in-place slab band |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212406106U true CN212406106U (en) | 2021-01-26 |
Family
ID=74406316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021081692.4U Active CN212406106U (en) | 2020-06-12 | 2020-06-12 | Novel support system for laminated slab cast-in-place slab band |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212406106U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000632A (en) * | 2021-11-29 | 2022-02-01 | 山东高速德建集团有限公司 | Laminated slab construction structure free of ash adhesion and construction process thereof |
-
2020
- 2020-06-12 CN CN202021081692.4U patent/CN212406106U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114000632A (en) * | 2021-11-29 | 2022-02-01 | 山东高速德建集团有限公司 | Laminated slab construction structure free of ash adhesion and construction process thereof |
| CN114000632B (en) * | 2021-11-29 | 2022-10-18 | 山东高速德建集团有限公司 | Laminated slab construction structure free of ash adhesion and construction process thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108661225B (en) | But height-adjusting's precast concrete coincide floor | |
| CN111519898A (en) | Novel support system for laminated slab cast-in-place slab band | |
| CN110273539A (en) | A kind of combination set shaped steel formwork and its modeling method | |
| CN108222066A (en) | A kind of combined steel formwork support system and its construction method | |
| CN106948519A (en) | Packaging type composite performance building dismantling-free formwork | |
| CN212406106U (en) | Novel support system for laminated slab cast-in-place slab band | |
| CN111502255A (en) | Fabricated building laminated slab joint pouring body, pouring hanging die and construction method thereof | |
| CN213683197U (en) | Auxiliary formwork construction structure for laminated floor slab joint | |
| CN208056107U (en) | A kind of combined steel formwork support system | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN210597794U (en) | Connecting device of prefabricated plate | |
| CN111350348A (en) | Positioning and reinforcing device for outer wall anti-seepage inverted beam template and construction method | |
| CN216865649U (en) | Multi-rib prefabricated bottom plate for reinforced concrete bidirectional laminated slab | |
| CN210738080U (en) | Support connection system of superimposed sheet and cast-in-place board junction | |
| CN213572042U (en) | Positioning device for semi-prefabricated double-sided overlapped comprehensive pipe gallery side wall with concealed columns | |
| CN109518857A (en) | A kind of bidirectional laminated slab plate side piece connecting structure and overlapping board construction method | |
| CN212026788U (en) | Prefabricated formula reinforced concrete superimposed sheet | |
| CN201535028U (en) | Thin-wall steel floor slab combined with lightweight aggregate concrete | |
| CN204703350U (en) | A kind of assembling composite floor | |
| CN218563046U (en) | Two-sided coincide wallboard door and window entrance to a cave exempts from formwork stripping structure | |
| CN219080981U (en) | Non-support fixing device for post-pouring strip of superimposed sheet | |
| CN206359993U (en) | Stud structure for main transformer fire wall | |
| CN218292782U (en) | Prefabricated superimposed sheet post-cast strip template bearing structure | |
| CN212405653U (en) | Construction device for double-layer reinforced concrete floor | |
| CN218622685U (en) | Slurry leakage prevention structure at splicing part of assembled laminated slab |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |