CN210459707U - Novel composite floor installation device - Google Patents
Novel composite floor installation device Download PDFInfo
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- CN210459707U CN210459707U CN201921126480.0U CN201921126480U CN210459707U CN 210459707 U CN210459707 U CN 210459707U CN 201921126480 U CN201921126480 U CN 201921126480U CN 210459707 U CN210459707 U CN 210459707U
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Abstract
The utility model relates to a concrete structure technical field especially relates to a novel composite floor installation device, including the concrete beam, the concrete beam bottom fixed mounting has the concrete form, and the concrete form bottom is fixed with adjustable support, and adjustable support bottom is fixed with the pipe support, and fixed mounting has the stirrup on the concrete beam, and fixed mounting has gluten, waist muscle on the stirrup, and fixed mounting has the angle steel built-in fitting at the concrete beam top, and fixed mounting has the face additional reinforcement on the angle steel built-in fitting, and fixed mounting has steel bar truss building carrier plate on the face additional reinforcement; the utility model provides a technical scheme can effectively overcome the cost of labor that prior art exists than higher, and the on-the-spot pipe support formwork etc. that need set up, the defect that the process is more complicated.
Description
Technical Field
The utility model relates to a concrete structure technical field especially relates to a novel composite floor installation device.
Background
Along with the development of social economy and the improvement of living standard of people, people use more and more composite floors, the concrete structure technology becomes a hotspot of social research, the conventional concrete structure floors are poured with a form of on-site formwork support, namely, after the floor bottom die and a concrete beam formwork are erected, one-step grouting forming is carried out, the labor cost is high, pipe frame formwork support and the like need to be erected on site, the working procedures are complex, the formwork needs to be dismantled in the later period, a large amount of time is consumed, and the construction period is prolonged.
Disclose a belt tuber pipe gallows device suitable for floor bottom narrow space in the utility model patent that is the grant bulletin number CN 208719569U, grant bulletin day 2019.04.09, include: the combined type heat insulation lifting head comprises a pair of screw rods, combined type heat insulation lifting heads and a steel belt, wherein the upper ends of the screw rods are connected and fixed on the bottom of a floor slab through expansion bolts and spring gaskets, the lower ends of the screw rods are connected with the combined type heat insulation lifting heads, two ends of the steel belt are respectively connected and fixed with the corresponding combined type heat insulation lifting heads, and the steel belt is used for placing air pipes; the heat-insulating hanging head of combination formula all includes: the lower extreme of lead screw is located to channel-section steel, thermal-insulated sleeve and thermal-insulated gasket, channel-section steel cover, and the upper and lower extreme of channel-section steel all is connected through nut, spring shim and is fixed in the lower extreme of lead screw, and on the thermal-insulated sleeve was located to the thermal-insulated gasket, the thermal-insulated sleeve was fixed in on the channel-section steel through bolt, nut. The utility model discloses a fire prevention, the consumptive material problem of cross arm cold bridge wood among the prior art to and the problem of installation space restriction have been solved.
However, the belt type air pipe hanger device suitable for the narrow space at the bottom of the floor slab has high labor cost, a pipe frame formwork needs to be erected on site, and the like, so that the process is complex.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
To the above-mentioned shortcoming that prior art exists, the utility model provides a novel composite floor installation device, the cost of labor that can effectively overcome prior art and exist is than higher, and the on-the-spot pipe support formwork that needs to be set up etc. defect that the process is more complicated.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:
the utility model provides a novel composite floor installation device, includes the concrete beam, concrete beam bottom fixed mounting has the concrete form, the concrete form bottom is fixed with adjustable support, adjustable support bottom is fixed with the pipe support, fixed mounting has the stirrup on the concrete beam, fixed mounting has gluten, waist muscle on the stirrup, concrete beam top fixed mounting has the angle steel built-in fitting, fixed mounting has the face additional reinforcement on the angle steel built-in fitting, fixed mounting has steel bar truss building carrier plate on the face additional reinforcement.
Preferably, the angle iron embedded part comprises an angle iron embedded part and embedded steel bars.
Preferably, the angle steel embedded part and the embedded steel bars are subjected to T-shaped pressure submerged arc welding.
Preferably, the lap joint length of the steel bar truss floor bearing plate on the angle steel embedded part is more than or equal to 50 mm.
Preferably, the steel bar truss floor support plates are arranged in a bilateral symmetry mode about the concrete beam.
Preferably, the angle iron embedded parts are distributed and arranged in a bilateral symmetry mode about the embedded steel bars.
(III) advantageous effects
Compared with the prior art, the utility model provides a novel composite floor installation device, the beneficial effect who produces is:
firstly, the concrete is poured on the surface of the conventional concrete structure by adopting a concrete formwork supporting mode, so that the construction cost is high, time and labor are consumed, the technology omits the on-site formwork supporting process, the construction period is shortened, and the truss floor support plate bottom plate plays a certain role in corrosion protection on the surface of the plate;
secondly, the panel steel rib plates are easier to prick, and only one additional rib in one direction needs to be added on site;
thirdly, the scheme realizes the fixation of the composite floor slab and the concrete structure and greatly improves the construction safety.
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 cross-sectional view of the integral supporting frame of the present invention;
FIG. 2 is a rough drawing of an angle iron embedded part of the utility model;
FIG. 3 is a system isometric view of the present invention;
in the figure: 1. a concrete beam; 2. the pipe frame supports; 3. embedding an angle iron in a part; 301. embedding the angle steel; 302. embedding reinforcing steel bars in advance; 4. adding steel bars on the plate surface; 5. a steel bar truss floor support plate; 6. hooping; 7. gluten; 8. waist tendon; 9. an adjustable support; 10. a concrete form.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
The utility model provides a novel composite floor installation device, as shown in fig. 1 to fig. 3, including concrete beam 1, 1 bottom fixed mounting of concrete beam has concrete form 10, concrete form 10 bottom is fixed with adjustable bearing 9, adjustable bearing 9 bottom is fixed with pipe support 2, fixed mounting has stirrup 6 on concrete beam 1, fixed mounting has gluten 7 on stirrup 6, waist muscle 8, 1 top fixed mounting of concrete beam has angle steel built-in fitting 3, fixed mounting has face additional steel bar 4 on the angle steel built-in fitting 3, fixed mounting has steel bar truss floor carrier plate 5 on the face additional steel bar 4.
Specifically, the angle iron embedded part 3 comprises an angle iron embedded part 301 and embedded steel bars 302; the angle iron embedded part 301 and the embedded steel bar 302 adopt T-shaped pressure submerged arc welding; the lap length of the steel bar truss floor support plate 5 on the angle steel embedded part 3 is more than or equal to 50 mm; the steel bar truss floor support plates 5 are distributed and arranged in a bilateral symmetry mode relative to the concrete beam 1; the angle iron embedded parts 301 are distributed symmetrically left and right about the embedded steel bars 302.
When in use, the main core problems of the technology lie in the manufacture of the embedded parts and the pouring link of concrete, firstly, a pipe frame of a concrete beam is built on site, a template of the concrete beam is made, the height of the template is from the bottom end of the concrete beam to the position of the first pouring finished surface of the concrete, an angle steel embedded part is manufactured on site, then reinforcing steel bars (a stirrup 6, a gluten 7 and a waist bar 8) of the concrete beam are bound, a finished embedded part is bound into a reinforcing cage in the process of binding the reinforcing steel bars of the concrete beam, the first pouring of the concrete is started after the binding of the reinforcing steel bars is finished, the first pouring finished surface is shown in figure 1, the template can be removed after the concrete reaches the hardening standard, then a reinforced floor bearing plate 5 is laid on site, the lap length of the truss floor bearing plate 5 on the angle steel embedded part 3 is ensured to be more than or equal to 50mm, the additional reinforcing steel bars 4 are inserted, one-step molding;
this application realizes the installation of building carrier plate and concrete structure roof beam through the mode of reserving the overlap joint support, because the main material of building carrier plate is steel and concrete connection unable time welding reinforcement, the unable welding of different materials, but can realize the substitution of reinforced concrete structure to the steel construction through the form of reserving the piece of burying, thereby provide the overlap joint fixed condition for the building carrier plate, the required face of this scheme supports the template lower part pipe fitting and supports and all can practice thrift, only need do concrete beam exterior sheathing can, reduce construction cost, increase the efficiency of construction, improve the factor of safety in the face work progress, improve only the unsettled construction scheme of overlap joint in the concrete structure of building carrier plate in the past.
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 will be understood by those skilled in the art; 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 (6)
1. The utility model provides a novel composite floor installation device which characterized in that: including concrete beam (1), concrete beam (1) bottom fixed mounting has concrete form (10), concrete form (10) bottom is fixed with adjustable support (9), adjustable support (9) bottom is fixed with pipe support (2), fixed mounting has stirrup (6) on concrete beam (1), fixed mounting has gluten (7), stringpiece (8) on stirrup (6), concrete beam (1) top fixed mounting has angle steel built-in fitting (3), fixed mounting has face additional reinforcement (4) on angle steel built-in fitting (3), fixed mounting has steel bar truss floor carrier plate (5) on face additional reinforcement (4).
2. The novel composite floor slab installation device according to claim 1, wherein: the angle steel embedded part (3) comprises an angle steel embedded part (301) and embedded steel bars (302).
3. The novel composite floor slab installation device according to claim 2, wherein: the angle steel embedded part (301) and the embedded steel bars (302) adopt T-shaped pressure submerged arc welding.
4. The novel composite floor slab installation device according to claim 1, wherein: the lap length of the steel bar truss floor support plate (5) on the angle steel embedded part (3) is more than or equal to 50 mm.
5. The novel composite floor slab installation device according to claim 1, wherein: the steel bar truss floor bearing plates (5) are symmetrically distributed on the left and right of the concrete beam (1).
6. The novel composite floor slab installation device according to claim 2, wherein: the angle steel embedded parts (301) are distributed symmetrically left and right about the embedded steel bars (302).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921126480.0U CN210459707U (en) | 2019-07-18 | 2019-07-18 | Novel composite floor installation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921126480.0U CN210459707U (en) | 2019-07-18 | 2019-07-18 | Novel composite floor installation device |
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| CN210459707U true CN210459707U (en) | 2020-05-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258881A (en) * | 2019-07-18 | 2019-09-20 | 深圳市海龙钢结构材料有限公司 | A kind of novel composite floor mounting device and its installation method |
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2019
- 2019-07-18 CN CN201921126480.0U patent/CN210459707U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258881A (en) * | 2019-07-18 | 2019-09-20 | 深圳市海龙钢结构材料有限公司 | A kind of novel composite floor mounting device and its installation method |
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