CN215167029U - Building assembled form-dismantling-free truss girder floor support plate - Google Patents
Building assembled form-dismantling-free truss girder floor support plate Download PDFInfo
- Publication number
- CN215167029U CN215167029U CN202120982815.XU CN202120982815U CN215167029U CN 215167029 U CN215167029 U CN 215167029U CN 202120982815 U CN202120982815 U CN 202120982815U CN 215167029 U CN215167029 U CN 215167029U
- Authority
- CN
- China
- Prior art keywords
- truss girder
- keel frame
- building
- twisted steel
- free
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a building assembled exempts from to tear open mould truss girder building carrier plate, including a plurality of parallel arrangement's twisted steel truss girder, a plurality of parallel arrangement's twisted steel truss girder skin weld has keel frame, a plurality of parallel arrangement's twisted steel truss girder and keel frame surface welded fastening have a plurality of dead levers, and cement fiberboard passes through the bolt-up on keel frame, cement fiberboard tip is provided with the angle fossil fragments of being connected with vertical wall. The utility model provides a pair of building assembled exempts from form removal truss girder building carrier plate has reduced the construction of form removal, and its wholeness is good, rigidity is big, can effectively improve the fastness and the fail safe nature of floor board, can reach certain structure bearing capacity simultaneously.
Description
Technical Field
The utility model relates to a floor board especially relates to a building assembled exempts from to tear open mould truss girder building carrier plate.
Background
The floor slab of the building mainly has two forms, one is a precast slab, and the other is a cast-in-place concrete floor slab. The prefabricated slab floor slab is prefabricated and formed on the ground and installed in a field hoisting mode, and has the advantages of being fast in construction progress and low in cost. However, the existing precast slab floor slab is lack of effective connection with the wall body, and is easy to loosen and fall off when encountering natural disasters such as earthquakes and the like, thereby causing property loss and even casualties. In addition, after the assembly of the existing precast slab floor slabs is finished, certain gaps exist among the floor slabs, and ceiling cracks are generated due to improper treatment, so that the appearance is not only influenced, but also water leakage and other phenomena can be generated.
The cast-in-place concrete floor slab overcomes some defects of the precast slab floor slab, and can greatly improve the shock resistance of the building. However, the construction of the cast-in-place concrete floor requires a series of operations such as erecting a support frame on site, laying a formwork on the support frame, laying reinforcing steel bars in the formwork, and then pouring concrete. In the traditional floor construction engineering, the wood template is adopted for floor construction, and the defects of resource waste, large form removal loss, large quantity of floor support tools, high construction cost and the like exist.
SUMMERY OF THE UTILITY MODEL
The embodiment of the utility model provides a building assembled form-disassembly-free truss girder building carrier plate that the wholeness is good, bearing capacity is strong is provided to the defect and not enough to prior art. The technical scheme is as follows:
the utility model provides a building assembled exempts from to tear open mould truss girder building carrier plate, including a plurality of parallel arrangement's twisted steel truss girder, a plurality of parallel arrangement's twisted steel truss girder skin weld has keel frame, a plurality of parallel arrangement's twisted steel truss girder and keel frame surface welded fastening have a plurality of dead levers, and cement fiberboard passes through the bolt-up on keel frame, cement fiberboard tip is provided with the angle fossil fragments of being connected with vertical wall.
Preferably, the fixing rods are threaded steel bars.
Preferably, the fixing rods are arranged along the whole width and length of the plurality of parallel threaded steel bar truss girders at intervals.
Preferably, the length and width of the keel frame are not less than the overall length and width of the plurality of parallel threaded steel bar truss girders.
Preferably, two sides of the splicing part of the two adjacent cement fiber boards are fixed with the keel frame through bolts.
Preferably, the keel frame is provided with a plurality of through holes, so that the poured concrete is poured into the through holes to form a fixed pulling force after the concrete is solidified.
Preferably, the lower surface of the keel frame is provided with an embedded nut connected with the support frame.
Preferably, the upper surface and the lower surface of the twisted steel truss girder are welded with fixing rods.
Preferably, the fixing rods comprise transverse fixing rods and vertical fixing rods.
The utility model provides a pair of building assembled exempts from form removal truss girder building carrier plate has reduced the construction of form removal, and its wholeness is good, rigidity is big, can effectively improve the fastness and the fail safe nature of floor board, can reach certain structure bearing capacity simultaneously.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
Fig. 1 is a schematic structural view of a building assembly type detachment-free truss girder floor deck provided in an embodiment of the present invention;
FIG. 2 is a top view;
FIG. 3 is a side view of FIG. 1;
fig. 4 is a schematic view of the connection state of the angle keel.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.
The utility model provides a building assembled exempts from to tear open mould truss girder building carrier plate, including a plurality of parallel arrangement's twisted steel truss girder 1, a plurality of parallel arrangement's 1 skin weld of twisted steel truss girder has keel frame 3, a plurality of parallel arrangement's twisted steel truss girder 2 and 3 skin weld of keel frame are fixed with a plurality of dead levers 2, and cement fiberboard 5 passes through bolt 4 fastening on keel frame, cement fiberboard tip is provided with the angle keel 6 with vertical wall body coupling, bolt 4 is 2mm in 6 immersions cement fiberboard of forked tail screw, and it is floating with viscidity cement mortar after fixing.
The whole width of a plurality of parallel arrangement's twisted steel truss roof beam and length interval set up are followed to a plurality of dead levers 2, the length and the width of keel frame are not less than a plurality of parallel arrangement's twisted steel truss roof beam's whole length and width, twisted steel truss roof beam upper surface and lower surface all weld the dead lever, a plurality of dead levers include horizontal dead lever and vertical dead lever.
As shown in figure 2, two sides of the spliced part of two adjacent cement fiber boards 5 are fixed with the keel frame through bolts 4 so as to ensure the stability of the spliced part. The length of the connecting plate keel 5 is adjusted randomly, the connecting plate keel 7 is connected with the wallboard, and mortar is not easy to leak when the pouring and vibrating are stably connected.
As shown in fig. 2 and 4, the end of the cement fiberboard is provided with a connecting angle keel 6, and the angle keel 6 is used for connecting with an adjacent wallboard, so that mortar is not easy to leak during pouring.
The supporting frame is characterized in that the keel frame is provided with a plurality of through holes 7 so that concrete can be poured into the through holes after being solidified to form fixed tension, the lower surface of the keel frame is provided with embedded nuts 8 connected with the supporting frame, the upper end of the supporting frame is provided with a screw rod connected with the embedded nuts 8, and the screw rod at the upper end of the supporting frame is connected with the embedded nuts 8 to realize supporting and positioning during use.
The utility model provides a pair of building assembled exempts from form removal truss girder building carrier plate has reduced the construction of form removal, and its wholeness is good, rigidity is big, can effectively improve the fastness and the fail safe nature of floor board, can reach certain structure bearing capacity simultaneously.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.
Claims (9)
1. The utility model provides a building assembled exempts from to tear open mould truss girder building carrier plate, a serial communication port, including a plurality of parallel arrangement's twisted steel truss girder, a plurality of parallel arrangement's twisted steel truss girder skin weld has keel frame, a plurality of parallel arrangement's twisted steel truss girder and keel frame surface weld are fixed with a plurality of dead levers, and cement fiberboard passes through the bolt-up on keel frame, cement fiberboard tip is provided with the angle fossil fragments of being connected with vertical wall body.
2. The building assembly form-free truss girder floor deck as recited in claim 1, wherein said plurality of securing bars are rebar.
3. The building assembly form-dismantling-free truss girder floor deck as claimed in claim 1 or 2, wherein the plurality of fixing rods are arranged along the entire width and length of the plurality of parallel twisted steel truss girders at intervals.
4. The building assembly form-dismantling-free truss girder floor deck as claimed in claim 1, wherein the length and width of the keel frame are not less than the overall length and width of the plurality of parallel disposed twisted steel truss girders.
5. The building assembly type detachment-free truss girder floor deck as claimed in claim 1, wherein two sides of the splicing part of two adjacent cement fiber boards are fixed with the keel frame through bolts.
6. The building assembly type form-dismantling-free truss girder floor deck as claimed in claim 1, wherein a plurality of through holes are formed on the keel frame so that the through holes are filled with concrete after casting to form a fixed tension after solidification.
7. The building assembly type detachment-free truss girder floor deck as claimed in claim 1, wherein the lower surface of the keel frame is provided with embedded nuts connected with the supporting frame.
8. The building assembly type form-dismantling-free truss girder floor deck as claimed in claim 1, wherein the threaded steel bar truss girder has fixing rods welded to both the upper surface and the lower surface thereof.
9. The building assembly form-demolition-free truss girder floor deck as recited in claim 1, wherein the plurality of fixing bars comprise a transverse fixing bar and a vertical fixing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120982815.XU CN215167029U (en) | 2021-05-10 | 2021-05-10 | Building assembled form-dismantling-free truss girder floor support plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120982815.XU CN215167029U (en) | 2021-05-10 | 2021-05-10 | Building assembled form-dismantling-free truss girder floor support plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215167029U true CN215167029U (en) | 2021-12-14 |
Family
ID=79367859
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120982815.XU Active CN215167029U (en) | 2021-05-10 | 2021-05-10 | Building assembled form-dismantling-free truss girder floor support plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215167029U (en) |
-
2021
- 2021-05-10 CN CN202120982815.XU patent/CN215167029U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108978434B (en) | Bracket-free industrialized construction method of steel-concrete combined continuous box girder bridge | |
| CN107476470A (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method | |
| CN102619331B (en) | Once molding construction method of beam-type conversion layer of high-rise building by steel pipe supporting and laminated pouring | |
| CN108104284B (en) | Wallboard connecting structure of shear wall steel arm embedded floor slab and assembly method | |
| CN113653235A (en) | Laminated slab, connecting structure of laminated slab and combination beam and construction method | |
| CN111535198B (en) | Bailey truss support construction method of cast-in-place box girder traffic bridge | |
| CN111441521B (en) | Steel construction exempts from to support full prefabricated continuous floor system | |
| CN113585075A (en) | Cast-in-place bridge deck formwork for steel-concrete composite beam | |
| CN104895231A (en) | Assembled composite floor slab and manufacturing method thereof | |
| CN114134820A (en) | Formwork support and construction method for I-shaped composite beam cast-in-place bridge deck | |
| CN106320192A (en) | Beam section replacement reinforcement method for large-span concrete continuous beam bridge | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN206769150U (en) | After pour teeth groove and be linked and packed formula building roof system | |
| CN215167029U (en) | Building assembled form-dismantling-free truss girder floor support plate | |
| CN201610636U (en) | Fixing and supporting bracket for stacking precast concrete slab | |
| CN105952045A (en) | Pre-stress post-pouring floor construction method | |
| CN212802185U (en) | Prefabricated steel bar truss floor of assembled form removal-free | |
| CN210658013U (en) | Hanging basket structure for construction of wet joints of prefabricated erected small box girder cross-line bridge | |
| CN204703350U (en) | A kind of assembling composite floor | |
| CN113356405A (en) | Prefabricated composite wall structure based on embedded profile steel and construction method thereof | |
| CN207484749U (en) | Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls | |
| CN112227580A (en) | Steel pipe truss prestressed hollow superimposed sheet | |
| CN111101617A (en) | Combined anti-cracking structure of filler wall and construction method | |
| CN107630553B (en) | Pre-tensioning rapid construction device and method for large-span floor slab | |
| CN220504217U (en) | Connection structure of assembled concrete shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |