CN217353537U - Assembled steel construction floor template support frame - Google Patents
Assembled steel construction floor template support frame Download PDFInfo
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- CN217353537U CN217353537U CN202220730222.9U CN202220730222U CN217353537U CN 217353537 U CN217353537 U CN 217353537U CN 202220730222 U CN202220730222 U CN 202220730222U CN 217353537 U CN217353537 U CN 217353537U
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- floor
- support
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- steel structure
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Abstract
The utility model discloses an assembled steel construction floor template support frame, including floor truss support and the fixed floor support steel form that sets up in floor truss support top, the both ends of floor support steel form are equipped with floor support bracing piece respectively, floor support bracing piece supports in the lower limb upper surface of steel construction roof beam; the floor slab is positioned above the floor slab support steel template, and the end part of the floor slab is supported on the side surface of the steel structure beam. The utility model discloses simple structure, simple to operate is through adopting the utility model discloses an assembled steel construction floor template support frame can shelve the floor in the side of steel construction roof beam, does not occupy the floor height space.
Description
Technical Field
The utility model relates to an assembled floor technical field, concretely relates to assembled steel construction floor template support frame.
Background
When the conventional fabricated floor is installed, the floor is placed on a steel structure beam (H-shaped steel), and compared with the traditional concrete structure beam slab, the floor is positioned above the steel structure beam, so that the thickness space of the floor is wasted, and the floor occupies effective indoor height. When the existing fabricated floor is constructed, the following two template structures are generally adopted: one is to adopt the traditional template mode, and the other is to adopt a floor support plate or a floor bearing small truss floor slab. Traditional template mode needs to build the scaffold in addition, extravagant manual work and material, including the relevant expense that the scaffold was set up. The mode construction cost that adopts floor carrier plate or building to hold little truss floor is higher, and need set up the bottom plate, but reuse to because the floor bottom can not be done ordinary and whitewash and lead to influencing the pleasing to the eye degree of floor furred ceiling.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled steel construction floor template support frame aims at solving the problem among the prior art that above-mentioned background art provided.
The above technical problem of the present invention can be solved by the following technical solutions: the assembled steel structure floor slab template support frame comprises a floor truss support and a floor support steel template fixedly arranged at the top end of the floor truss support, wherein floor support rods are respectively arranged at two ends of the floor support steel template and are supported on the upper surface of a lower flange of a steel structure beam; the floor slab is positioned above the floor slab support steel template, and the end part of the floor slab is supported on the side surface of the steel structure beam.
Preferably, the floor truss support comprises an upper chord and a lower chord, the lower chord is vertically fixed with a lower chord support, and a steel bar web member is arranged between the upper chord and the lower chord.
Preferably, two ends of the floor slab support steel formwork are respectively provided with a telescopic adjustable telescopic section, and the floor slab support supporting rod is fixed at the outer end part of the telescopic adjustable section.
Preferably, the floor slab support steel template is provided with an adjustable telescopic section limiting bolt for fixing the position of the adjustable telescopic section.
Preferably, the inner side of the floor support rod is provided with a floor support limiting rod, the lower end part of the floor support limiting rod is lower than the lowest point of the steel structure beam, and the out-of-plane instability of the lower chord member can be organized.
Preferably, the bottom end of the floor support supporting rod is provided with a floor support supporting rod adjusting bolt.
Preferably, the floor slab support steel formwork is designed in a sectional type structure, and each section is clamped and connected through a U-shaped buckle.
Compared with the prior art, the utility model, its beneficial effect lies in: the utility model discloses simple structure, simple to operate is through adopting the utility model discloses an assembled steel construction floor template support frame can shelve the floor in the side of steel construction roof beam, does not occupy the floor height space, can be according to the relative position of building function adjustment floor and girder steel. Compared with the traditional floor construction, the construction scaffold saves the erection cost of the construction scaffold; for building carrier plate and steel bar truss floor saved the board end steel sheet, save about 50% of cost.
Drawings
Fig. 1 is a schematic structural diagram of the present invention (the whole of the present invention is a symmetrical structure, and fig. 1 only shows half of the structure).
Fig. 2 is a schematic structural diagram of a-a in fig. 1 according to the present invention.
Fig. 3 is an enlarged schematic view of B in the present invention.
Figure 4 is the utility model discloses well floor support steel form intersegment joint schematic diagram.
In the figure: 1. an upper chord; 2. a reinforcing bar web member; 3. a lower chord; 4. supporting a lower chord; 5. a floor slab support steel form; 6. a steel structural beam; 7. a floor bracket limiting rod; 8. a floor slab; 9. the telescopic section can be adjusted; 10. a floor support strut; 11. the floor slab support supports the adjusting bolt; 12. the telescopic section limiting bolt can be adjusted; 13. u-shaped buckle.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further specifically described below by way of embodiments and with reference to the accompanying drawings.
Example (b): an assembled steel structure floor slab template support frame is shown in figures 1-4 and comprises a floor truss support and a floor truss steel template fixedly arranged at the top end of the floor truss support, wherein in the embodiment, the end part of a floor slab extends into an I-shaped steel structure beam from the side surface and is placed on the side surface of the steel structure beam, so that the floor slab is prevented from occupying a floor height space; and supporting the floor slab support steel template and the floor slab truss support on the upper surface of the lower flange of the steel structure beam to realize the fixation of the floor slab support steel template and the floor slab truss support.
In this embodiment, the floor truss support is a steel truss structure, and includes upper chord member 1, lower chord member 3, lower chord support 4 and reinforcing bar web member 2, wherein upper chord member 1 and lower chord member 3 are parallel from top to bottom, and lower chord support 4 is fixed with lower chord member 3 is perpendicular, and the both ends of reinforcing bar web member 2 are fixed with upper chord member 1 and lower chord member 3 respectively to adopt continuous cold bending and lower chord member welding, thereby constitute steel truss's floor truss support.
The floor slab support steel formwork 5 is fixed with the upper chord 1, the floor slab support steel formwork 5 is of a sectional type structure, and the joints between adjacent subsections are clamped and connected through U-shaped buckles 13.
In this embodiment, the both ends of floor support steel form 5 are equipped with adjustable flexible section 9 that can stretch out and draw back respectively, and the outer tip of adjustable flexible section 9 is equipped with floor support bracing piece 10 perpendicularly, adjusts its total length through the quantity change of floor support steel form 5 subsections and the flexible of adjustable flexible section 9 to make its size can be applicable to different occasions. An adjustable telescopic section limiting bolt 12 for fixing the position of the adjustable telescopic section 9 is arranged at the position, close to the end part, on the floor slab support steel template 5, a floor slab support limiting rod 7 is arranged on the inner side of a floor slab support rod 10, and the lower end part of the floor slab support limiting rod 7 is lower than the lowest point of the steel structure beam 6; during installation, the floor support limiting rod 7 is enabled to lean against the outer side face of the steel structure beam 6 through the expansion of the adjustable telescopic section 9, at the moment, the floor support supporting rod 10 can be supported on the upper surface of the lower flange of the steel structure beam 6, and then the adjustable telescopic section limiting bolt 12 is screwed up to fix and limit the position of the adjustable telescopic section 9, so that installation is completed.
In addition, still set up floor support bracing piece adjusting bolt 11 through the bottom at floor support bracing piece 10 in this embodiment, realize the regulation to the holding height. The exposed length of the support rod of the floor support is changed by rotating the support rod adjusting bolt 11 of the floor support, and the height of the steel template 5 of the floor support and the height of the truss support of the floor can be adjusted to match the corresponding steel structure beam 6 and the floor 8.
The floor truss support of this embodiment can be dismantled, collected after arranging after the construction is accomplished to next use has realized the cyclic utilization of support. When the adjustable steel structure beam is dismantled, firstly the floor support rod adjusting bolts 11 are unscrewed, then the adjustable telescopic section limiting bolts 12 are unscrewed, the adjustable telescopic sections 9 are retracted, the floor support rods 10 are separated from the steel structure beam 6, then the floor truss supports and the floor support steel templates 5 are sequentially disassembled and dismantled, and the adjustable telescopic sections are collected in an arranging mode.
Finally, it should be noted that the above embodiments are merely representative examples of the present invention. Obviously, the present invention is not limited to the above-described embodiments, and many modifications are possible. All changes and modifications that may be made by the technical spirit of the present invention to the above embodiments by simple modification are considered to fall within the scope of the present invention.
Claims (7)
1. The assembled steel structure floor slab template support frame is characterized by comprising a floor truss support and a floor support steel template fixedly arranged at the top end of the floor truss support, wherein floor support rods are respectively arranged at two ends of the floor support steel template and are supported on the upper surface of a lower flange of a steel structure beam; the floor slab is positioned above the floor slab support steel template, and the end part of the floor slab is supported on the side surface of the steel structure beam.
2. An assembled steel structure floor form bracing frame according to claim 1, wherein the floor truss support includes an upper chord and a lower chord, the lower chord is vertically fixed with a lower chord support, and a steel bar web member is arranged between the upper chord and the lower chord.
3. The assembled steel structure floor form bracing frame of claim 1, wherein the floor support steel form is provided with adjustable telescopic sections at both ends thereof, and the floor support bracing bar is fixed to the outer ends of the adjustable telescopic sections.
4. The assembled steel structure floor slab formwork support bracket of claim 3, wherein an adjustable expansion section limiting bolt for fixing the position of the adjustable expansion section is arranged on the floor slab support steel formwork.
5. The fabricated steel structural floor form bracing frame of claim 3, wherein a floor brace limiting rod is provided inside the floor brace bracing bar, and a lower end of the floor brace limiting rod is lower than a lowest point of the steel structural beam.
6. The fabricated steel structural floor form brace of claim 1, wherein a floor brace support bar adjustment bolt is provided at a bottom end of the floor brace support bar.
7. The assembled steel structure floor form support bracket of claim 1, wherein the floor support steel form is of a segmented structural design, with U-shaped snaps between segments.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220730222.9U CN217353537U (en) | 2022-03-31 | 2022-03-31 | Assembled steel construction floor template support frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202220730222.9U CN217353537U (en) | 2022-03-31 | 2022-03-31 | Assembled steel construction floor template support frame |
Publications (1)
Publication Number | Publication Date |
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CN217353537U true CN217353537U (en) | 2022-09-02 |
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CN202220730222.9U Active CN217353537U (en) | 2022-03-31 | 2022-03-31 | Assembled steel construction floor template support frame |
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CN (1) | CN217353537U (en) |
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2022
- 2022-03-31 CN CN202220730222.9U patent/CN217353537U/en active Active
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