CN212453266U - Novel filling floor system - Google Patents

Novel filling floor system Download PDF

Info

Publication number
CN212453266U
CN212453266U CN202022289014.3U CN202022289014U CN212453266U CN 212453266 U CN212453266 U CN 212453266U CN 202022289014 U CN202022289014 U CN 202022289014U CN 212453266 U CN212453266 U CN 212453266U
Authority
CN
China
Prior art keywords
plates
adjacent
plate
floor
novel
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
Application number
CN202022289014.3U
Other languages
Chinese (zh)
Inventor
陆炜
达里奥
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Prozhugong Lvjian Technology Co ltd
Original Assignee
Zhejiang Prozhugong Lvjian Technology Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Zhejiang Prozhugong Lvjian Technology Co ltd filed Critical Zhejiang Prozhugong Lvjian Technology Co ltd
Priority to CN202022289014.3U priority Critical patent/CN212453266U/en
Application granted granted Critical
Publication of CN212453266U publication Critical patent/CN212453266U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses a novel fill superstructure relates to building technical field. The concrete filling device comprises a plurality of modules, wherein each module comprises a top plate, bottom plates arranged in parallel with the top plates at intervals and connecting plates fixedly connected between the top plates and the bottom plates, the modules are arranged side by side in parallel, any two adjacent bottom plates can be detachably butted, spaces for allowing concrete to enter are formed between every two adjacent top plates and between every two adjacent connecting plates, and through holes for allowing profile plates to penetrate are formed in one ends, close to the bottom plates, of the connecting plates; therefore, the problems of complex construction process, low construction efficiency, high construction cost and uneven bottom of the floor in the prior art are solved.

Description

Novel filling floor system
Technical Field
The utility model relates to a building technical field, more specifically say, relate to a novel fill superstructure.
Background
The building industry is an important material production department of national economy, and has close relation with the development of the economy of the whole country and the improvement of the life of people. China is in a transition stage from low-income countries to medium-income countries, and as the scale of the building market is continuously enlarged, the building market becomes an important force for pulling the national economy to rapidly increase.
At present, the construction process of the traditional floor system is to splice the blockboard or the injection molding board made of other materials into a floor system-shaped mold, reserve the reinforcing steel bars in the mold, then fill the concrete in the mold with the reinforcing steel bars, wait for the concrete to solidify after the reinforcing steel bars and the concrete are filled, remove the blockboard or the injection molding board after the concrete is completely solidified, the bottom of the floor system after the removal of the blockboard is uneven, which affects the integral aesthetic degree of the floor system, and the traditional floor system has complex construction process and low construction efficiency, and needs a large amount of manpower to complete, thereby increasing the cost of construction.
Therefore, how to solve the problems of complex construction process, low construction efficiency, high construction cost and uneven bottom of the floor system of the building in the prior art becomes an important technical problem to be solved by technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel fill superstructure is complicated with the construction process who solves building floor among the prior art, the technical problem of the bottom unevenness of efficiency of construction low, construction cost height and superstructure. The utility model provides a plurality of technical effects that preferred technical scheme among a great deal of technical scheme can produce see the explanation below in detail.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a novel fill superstructure, include:
a plurality of modules, each the module all include the roof, with bottom plate and the fixed connection that the parallel interval of roof set up the roof with connecting plate between the bottom plate, each the module parallel sets up side by side to arbitrary adjacent two can dismantle the butt joint between the bottom plate, adjacent two between the roof and adjacent two all be provided with between the connecting plate and be used for supplying the concrete to carry out the interval that gets into, the connecting plate is being close to the one end of bottom plate is provided with and is used for supplying the section bar board to carry out the through-hole that runs through.
On the basis of the technical scheme, the utility model discloses can also do following improvement.
Furthermore, the top plate is provided with a first groove used for placing reinforcing steel bars at one end far away from the connecting plate, and the first groove is parallel to the through hole.
Furthermore, the side wall of the bottom plate is provided with a protrusion and a second groove for the protrusion to extend into, and the two adjacent bottom plates are connected together through the protrusion and the second groove in a matched manner.
Further, the distance between two adjacent connecting plates is larger than the distance between two adjacent top plates.
Further, the cross section of the profile plate is in a C shape, and the opening of the profile plate is far away from the bottom plate.
Further, the top plate, the bottom plate and the connecting plate are of an integrated structure.
Furthermore, the material of the section plate is steel.
Furthermore, the module is made of EPS.
Further, the number of the through holes is at least two.
Further, the number of the first grooves is at least two.
The technical scheme provided by the application comprises the following beneficial effects:
the utility model provides an among the technical scheme, novel fill superstructure, including a plurality of modules, each module all includes the roof, with bottom plate and the connecting plate of fixed connection between roof and bottom plate that the parallel interval of roof set up, each module is parallel to be set up side by side to can dismantle the butt joint between two arbitrary adjacent bottom plates, all be provided with between two adjacent roofs and between two adjacent connecting plates and be used for supplying the concrete to carry out the interval that gets into, the connecting plate is provided with in the one end that is close to the bottom plate and is used for supplying the section bar board to carry out the through-hole that runs through. According to the arrangement, the modules can be directly prefabricated by a factory according to the number of the modules actually required by a construction site, the modules manufactured in advance are sent to the construction site to be directly assembled, the section plates prefabricated in advance need to penetrate through the whole module through the through holes before the modules are assembled, only any two adjacent bottom plates need to be butted and the adjacent section plates need to be aligned during the assembly, no fixing piece is needed in the butting and aligning process, the construction process is very simple, after all the modules are assembled, each module forms a whole filling module, reinforcing steel bars are reserved in the filling modules, concrete is filled between the modules and vibrated, after the concrete is naturally cured, the filling modules and the cured reinforced concrete form an integrated structure, the templates do not need to be disassembled, the construction period, the difficulty and the number of workers are greatly reduced, the working efficiency is effectively improved, the building operation cost is reduced, and the lower end faces of the module bottom plates prefabricated in a factory are all horizontal planes, so that the condition that the traditional form removal is uneven is improved; therefore, the problems of complex construction process, low construction efficiency, high construction cost and uneven bottom of the floor in the prior art are solved.
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 schematic structural view of the novel filling floor system in the embodiment of the utility model;
FIG. 2 is a schematic diagram of the structure of the module and the profile plate according to an embodiment of the present invention;
fig. 3 is a schematic structural diagram of a module in an embodiment of the present invention.
Reference numerals:
1. a module; 2. a top plate; 3. a base plate; 4. a connecting plate; 5. a profile plate; 6. a through hole; 7. a first groove; 8. a protrusion; 9. a second groove.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention clearer, the technical solutions of the present invention will be described in detail below. It is to be understood that the embodiments described are only some embodiments of the invention, and not all embodiments. Based on the embodiments of 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 purpose of this concrete embodiment is to provide the new filling floor; therefore, the problems of complex construction process, low construction efficiency, high construction cost and uneven bottom of the floor in the prior art are solved.
Hereinafter, embodiments will be described with reference to the drawings. The embodiments described below do not limit the scope of the invention described in the claims. Further, the entire contents of the configurations shown in the following embodiments are not limited to those necessary as a solution of the invention described in the claims.
Referring to fig. 1-3, the present embodiment provides a novel floor slab with filling function, including a plurality of modules 1, each module 1 includes a top plate 2, a bottom plate 3 parallel to the top plate 2 and spaced apart from each other, and a connecting plate 4 fixedly connected between the top plate 2 and the bottom plate 3, in the present embodiment, the top plate 2, the bottom plate 3 and the connecting plate 4 are preferably of a molded integral structure, the material of the module 1 can be set according to a specific use environment, in the present embodiment, the material of the module 1 is preferably EPS, because the EPS has the advantages of simple construction process, low price and good heat preservation effect, each module 1 is parallel and arranged side by side, any two adjacent bottom plates 3 can be detachably butted with each other, a space for concrete to enter is provided between two adjacent top plates 2 and between two adjacent connecting plates 4, the connecting plate 4 is provided with a through hole 6 for the profile plate 5 to pass through at an end close to the, the combination of section bar plate 5 and concrete can make module 1 and concrete more firm be connected together, avoid module 1 to drop from the concrete of solidification, section bar plate 5 also is prefabricated in advance in the mill in this embodiment, the material of section bar plate 5 and the shape of section bar plate 5 can be set for according to specific service environment, the preferred steel of section bar plate 5's material in this embodiment, because the steel has intensity height, the material is even, toughness and the good advantage of plasticity, and steel is difficult for bending deformation, make its reliability of work higher, the preferred C style of calligraphy of the shape of section bar plate 5's cross section in this embodiment, and bottom plate 3 is kept away from to the open-ended direction of section bar plate 5.
According to the arrangement, according to the number of the modules 1 required by the actual requirement of a construction site, the modules 1 can be directly prefabricated by a factory, the modules 1 which are manufactured in advance are sent to the construction site to be directly assembled, the section plates 5 which are prefabricated in advance need to penetrate through the whole modules 1 through the through holes 6 before assembly, only any two adjacent bottom plates 3 need to be butted and the adjacent section plates 5 need to be aligned during assembly, any fixing part is not needed in the butting and aligning processes, the construction process is very simple, after all the modules 1 are assembled, each module 1 forms a whole filling module, reinforcing steel bars are reserved in the filling modules, concrete is filled between each module 1 to be vibrated, after the concrete is naturally cured, the filling modules and the cured reinforced concrete form a structure, the templates do not need to be disassembled, the construction period is greatly shortened, and the integral construction period is greatly, The working efficiency is effectively improved, the building operation cost is reduced, and the lower end faces of the bottom plates 3 of the modules 1 prefabricated in a factory are all horizontal planes, so that the condition that the traditional form removal is uneven is improved; therefore, the problems of complex construction process, low construction efficiency, high construction cost and uneven bottom of the floor in the prior art are solved.
As an alternative embodiment, the top plate 2 is provided with a first groove 7 for placing the steel bar at an end away from the connecting plate 4, and the first groove 7 is arranged in parallel with the through hole 6. So set up, first recess 7 has played the effect of a location to the reinforcing bar of putting on it, when preventing that constructor from filling the concrete to filling the module, leads to the reinforcing bar off tracking dislocation on the module 1 to influence the intensity of whole superstructure.
In a more specific embodiment, the number of the through holes 6 and the number of the first grooves 7 may be set according to a specific use environment, and the number of the through holes 6 and the number of the first grooves 7 are preferably two in this embodiment.
As an alternative embodiment, the side walls of the bottom plates 3 are provided with protrusions 8 and second grooves 9 for the protrusions 8 to extend into, and two adjacent bottom plates 3 are connected together through the protrusions 8 and the second grooves 9. So set up, protruding 8 and second recess 9's butt joint mode simple structure, installation convenient operation is swift, further improvement the work efficiency of installation.
As an alternative embodiment, the distance between two adjacent connecting plates 4 is larger than the distance between two adjacent top plates 2. So set up, area of contact between can effectual increase concrete and the module 1, make the concrete that module 1 and solidification can be more firm link into an organic whole.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (10)

1. The utility model provides a novel fill superstructure which characterized in that includes:
a plurality of modules (1), each module (1) all include roof (2), with bottom plate (3) and the fixed connection that roof (2) parallel interval set up roof (2) with connecting plate (4) between bottom plate (3), each module (1) parallel sets up side by side, and arbitrary adjacent two can dismantle the butt joint between bottom plate (3), adjacent two between roof (2) and adjacent two all be provided with between connecting plate (4) and be used for supplying the concrete to carry out the interval that gets into, connecting plate (4) are being close to the one end of bottom plate (3) is provided with through-hole (6) that are used for supplying section bar board (5) to go on running through.
2. A novel filling floor according to claim 1, characterized in that the top plate (2) is provided with a first groove (7) for placing reinforcement at the end remote from the connecting plate (4), and the first groove (7) is arranged in parallel with the through hole (6).
3. The novel filling floor system according to claim 1, wherein the side walls of the bottom plates (3) are provided with protrusions (8) and second grooves (9) for the protrusions (8) to extend into, and two adjacent bottom plates (3) are connected together through the protrusions (8) and the second grooves (9) in a matching mode.
4. A novel filled floor according to claim 1, characterized in that the distance between two adjacent connecting plates (4) is greater than the distance between two adjacent top plates (2).
5. A new floor infill according to claim 1, wherein the profile plate (5) is C-shaped in cross-section and the openings of the profile plate (5) are directed away from the floor panel (3).
6. A novel filled floor according to claim 1, characterised in that the top plate (2), the bottom plate (3) and the connecting plate (4) are of one-piece construction.
7. The novel filling floor system according to claim 1, wherein the profile plates (5) are all made of steel.
8. The novel floor slab as claimed in claim 1, characterized in that the modules (1) are made of EPS.
9. A new floor filling according to claim 1, characterised in that the number of through-holes (6) is at least two.
10. A new floor filling according to claim 2, characterised in that the number of first grooves (7) is at least two.
CN202022289014.3U 2020-10-14 2020-10-14 Novel filling floor system Active CN212453266U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202022289014.3U CN212453266U (en) 2020-10-14 2020-10-14 Novel filling floor system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202022289014.3U CN212453266U (en) 2020-10-14 2020-10-14 Novel filling floor system

Publications (1)

Publication Number Publication Date
CN212453266U true CN212453266U (en) 2021-02-02

Family

ID=74474905

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202022289014.3U Active CN212453266U (en) 2020-10-14 2020-10-14 Novel filling floor system

Country Status (1)

Country Link
CN (1) CN212453266U (en)

Similar Documents

Publication Publication Date Title
CN201953070U (en) Repeatedly usable assembly type processing shed on building construction sites
CN111155712A (en) Prefabricated combination beam part of assembled
CN212453266U (en) Novel filling floor system
CN216109252U (en) Assembled coincide floor convenient to installation
CN112081282A (en) Novel filling floor system
CN113605588A (en) Steel bar truss floor support plate free of bottom die disassembly and manufacturing method
CN210105302U (en) Supporting-free adjustable combined die for sealing die of post-cast joint of prefabricated primary and secondary beams
CN213234008U (en) Improved rib frame stud stirrup structure
CN210685391U (en) Novel aluminum alloy template stair step cover plate combination
CN109680855B (en) Preparation method of self-supporting truss composite floor support plate
CN215406516U (en) Prefabricated plate of assembled structure and assembly structure thereof
CN215563723U (en) Steel bar truss floor support plate without detaching bottom die
CN209971052U (en) Two T roof beam nomadic formula apparatus for producing of prestressing force
CN214574619U (en) Beam-beam prefabricated connecting structure of concrete frame
CN204266441U (en) A kind of combined type large span ribbed slab floor structure
CN213572578U (en) Novel filling floor
CN215055316U (en) Primary and secondary beam node post-cast section template device
CN216429074U (en) Sectional type U type box culvert reinforcement rack
CN217998360U (en) High-rise building high-altitude large-span connected structure with post-cast strip
CN210563364U (en) Building template
CN217000421U (en) Steel bar truss floor support plate without dismounting bottom die
CN215518837U (en) Reinforced concrete prefabricated forming die
CN210976584U (en) Combined type supporting template for constructional engineering
CN216007470U (en) Connection structure of precast floor slab and beam
CN211948865U (en) Novel precast concrete building structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant