CN217711529U - Assembled high-strength concrete rib enhanced shock insulation raised floor - Google Patents

Assembled high-strength concrete rib enhanced shock insulation raised floor Download PDF

Info

Publication number
CN217711529U
CN217711529U CN202221922219.3U CN202221922219U CN217711529U CN 217711529 U CN217711529 U CN 217711529U CN 202221922219 U CN202221922219 U CN 202221922219U CN 217711529 U CN217711529 U CN 217711529U
Authority
CN
China
Prior art keywords
plate
plate body
strength concrete
raised floor
concrete rib
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
CN202221922219.3U
Other languages
Chinese (zh)
Inventor
陈晨
宫海
许茜
易鼎鼎
王璐
卞子文
郭长卫
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.)
Jiangsu Zhiju Intelligent Building Technology Co ltd
Original Assignee
Jiangsu Zhiju Intelligent Building 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 Jiangsu Zhiju Intelligent Building Technology Co ltd filed Critical Jiangsu Zhiju Intelligent Building Technology Co ltd
Priority to CN202221922219.3U priority Critical patent/CN217711529U/en
Application granted granted Critical
Publication of CN217711529U publication Critical patent/CN217711529U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model discloses an assembled high strength concrete rib enhancement mode shock insulation built on stilts floor, package rubbing board body and shock insulation support piece of setting on four angles of plate body, field style of calligraphy stiffening rib has been pour to plate body back an organic whole, plate body and field style of calligraphy stiffening rib are pour by HPC high strength concrete and are formed, and the concrete strength is not less than C100. The utility model discloses a pair of assembled concrete rib enhancement mode shock insulation built on stilts floor that excels in pours field style of calligraphy stiffening rib at plate body back an organic whole and replaces the crossbeam of current structure, reduces the installation degree of difficulty, under the circumstances of baffle plate body support intensity, reduces its weight, realizes the lightweight.

Description

Assembled high-strength concrete rib enhanced shock insulation raised floor
Technical Field
The utility model relates to a prefabricated floor module, concretely relates to assembled concrete rib enhancement mode shock insulation raised floor that excels in.
Background
The raised floor is a modular raised floor, and plate bodies are arranged on metal basic supports, and transverse supports are arranged among the supports. Any one plate body in the structure can be moved so as to be convenient for maintenance and repair or laying and removing cables. Typically used in machine rooms or offices, however, in existing home decoration designs, raised floors are also increasingly used.
The raised floor in the prior art mostly supports through the supporting legs, and in order to ensure the overall strength requirement, the plate body is thick, and weight is also quite heavy, and simultaneously in order to ensure the atress of plate body four sides, still be provided with the crossbeam between the supporting legs, this just makes overall structure loaded down with trivial details when the installation, and can't accomplish the plate body lightweight under the condition that satisfies the whole service strength of floor.
SUMMERY OF THE UTILITY MODEL
To the defect among the prior art, the utility model provides an assembled high strength concrete rib enhancement mode shock insulation raised floor pours field style of calligraphy stiffening rib in plate body back an organic whole and replaces the crossbeam of current structure, reduces the installation degree of difficulty, under the circumstances of baffle plate body support intensity, reduces its weight, realizes the lightweight.
The utility model discloses an assembled concrete rib enhancement mode shock insulation built on stilts floor that excels in, package rubbing board body and the shock insulation support piece of setting on four angles of plate body, field word stiffening rib has been pour to plate body back an organic whole, plate body and field word stiffening rib are pour by HPC high strength concrete and are formed.
Preferably, the longitudinal and transverse reinforcing mesh can be arranged in the plate body.
Preferably, the Chinese character tian-shaped reinforcing rib is provided with an outer frame and a cross inner frame, the outer frame is formed by connecting plate edge transverse ribs and plate edge longitudinal ribs, a chamfer angle is arranged at the joint, the cross inner frame is formed by cross connection of the plate middle transverse ribs and the plate middle longitudinal ribs, the joint is provided with the chamfer angle, and meanwhile, the joint of the outer frame and the cross inner frame is also provided with the chamfer angle.
Preferably, the plate edge transverse ribs, the plate edge longitudinal ribs, the plate middle transverse ribs and the plate middle longitudinal ribs can be internally provided with reinforcing steel bars.
Preferably, the four sides of the plate body are provided with shear grooves.
Preferably, the surface of the plate body is directly compounded with a surface layer.
Preferably, the surface of the plate body is provided with a groove, a heating module of a heater is placed in the groove, and meanwhile, a heat insulation plate is laid on the surface of the plate body.
Preferably, the shock insulation support member comprises a support base plate, an adjusting bolt vertically arranged on the support base plate, a first support plate, a positioning plate and a fixing nut, wherein the first support plate, the positioning plate and the fixing nut are sequentially screwed on the adjusting bolt, and the plate body is placed on the first support plate and clamped through the fixing plate.
Preferably, four limiting strips are arranged on the first supporting plate in a cross manner. Preferably, four corners of the groove are provided with threading holes penetrating to the bottom of the plate.
The beneficial effects of the utility model are embodied in: the utility model provides an assembled high-strength concrete rib enhancement mode shock insulation raised floor, has following beneficial effect:
the back of the plate body is provided with the field-shaped reinforcing rib, so that the strength of the periphery and the middle position of the plate body is improved, the rib material is high-strength concrete which is the same as that of the plate body, the combination is better, the weight of the floor system is lighter under the requirement of the same load, the light weight is realized, and the construction is more convenient;
the plate can meet the use requirement only by adding a small amount of reinforcing steel bars into the plate body and the ribs, and compared with the GRC cement-based floor at the present stage, the plate has the advantages that the using amount of the reinforcing steel bars is less, and the cost investment is more optimistic;
the four sides of the plate body of the plate are provided with the installation shear grooves, so that the installation of constructors on a construction site is facilitated; the chamfer angle is arranged at the intersection of the lower ribs of the plate body, so that on one hand, the product is convenient to demould in production, and meanwhile, the overall mechanical property of the floor is enhanced, and the service life of the product is prolonged;
the floor system can be directly compounded with a floor surface layer on the upper surface of a base layer when a concrete base layer is poured to form a high-strength concrete rib reinforced type overhead floor module which can be directly paved.
The floor system can be integrated with a heating system, a groove is arranged on the plate body for placing a heating module of a heating system, meanwhile, the threading hole is arranged, the lower overhead layer of the plate is utilized, the heating module line is laid, so that the workload of on-site grooving and routing is reduced, the overall laying efficiency is improved, and the construction cost is saved.
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 embodiments or the technical solutions in the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
Fig. 1 is a first overall schematic view of a first embodiment of the present invention;
fig. 2 is a second overall schematic view of the first embodiment of the present invention;
FIG. 3 is a side cross-sectional view of a first embodiment of the present invention;
fig. 4 is a schematic view of the distribution of reinforcing bars in the first embodiment of the present invention;
FIG. 5 is a sectional view of a reinforcing bar distribution section according to a first embodiment of the present invention;
FIG. 6 is a view of the vibration isolating bracket according to the first embodiment of the present invention;
fig. 7 is a first overall view of a second embodiment of the present invention;
fig. 8 is a second overall view of the second embodiment of the present invention;
fig. 9 is a side cross-sectional view of a second embodiment of the present invention.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.
First embodiment
As shown in 1~5, the utility model discloses an assembled high strength concrete rib enhancement mode shock insulation built on stilts floor, be referred to for a short as TJ board, including plate body 1 and the shock insulation support piece 2 of setting on four angles of plate body, field style of calligraphy stiffening rib 3 has been pour to plate body back an organic whole, promotes plate body four sides and middle intensity through field style of calligraphy stiffening rib.
Specifically speaking, the plate body is formed by pouring high-performance high-strength concrete (HPC), and HPC high-strength concrete is high-performance concrete containing reinforcing fibers, and its compressive strength can reach more than 100Mpa, and the inside horizontal reinforcing bar net piece 4 of indulging of plate body can dispose to guarantee plate body self intensity under the condition that reduces plate body thickness, in order to promote the convenience of job site installation, the four sides of plate body set up shear force groove 5.
The field word stiffening rib has frame and cross inner tower, the frame is formed by connecting the horizontal rib of flange 6 and the vertical rib 7 of flange, the cross inner tower is by horizontal rib 8 in the board and vertical rib 9 cross connection in the board, in order to ensure the mechanical properties of linking the rib junction, conveniently pour the whole drawing of patterns after simultaneously, the junction of the horizontal rib of flange and the vertical rib of flange, the junction of horizontal rib and the vertical rib in the board, the junction of horizontal rib both ends and the vertical rib of flange in the board to and the junction of vertical rib both ends and the horizontal rib of flange in the board all is equipped with chamfer 10.
In order to ensure the intensity of field word stiffening rib, the horizontal rib of flange limit, the vertical rib of flange limit all can arrange reinforcing bar 11 in horizontal rib in the board and the vertical rib in the board, promote anti high-strength pressure, and field word stiffening rib also is formed by HPC high-strength concrete pouring, and the stiffening rib material adopts the HPC high-strength concrete the same with the plate body for combination between them is better, and under the requirement of same load, whole floor weight is lighter, and it is more convenient to be under construction.
Meanwhile, in order to simplify the site construction, the high-strength concrete rib reinforced type raised floor module which can be directly paved on site is formed on the surface layer (such as ceramic tiles) of the composite floor on the upper surface while the floor plate body is produced.
The structure of shock insulation support piece is as shown in figure 6, including supporting baseplate 21, the vertical adjusting bolt 22 of establishing on supporting baseplate, twist the first backup pad 23 of dress on adjusting bolt in proper order, locating plate 24 and fixation nut 25, be equipped with four spacing strips 26 on the first backup pad and be the cross and arrange, the plate body is placed on first backup pad, prescribes a limit to the angle of plate body through two adjacent spacing strips, and the fixed plate realizes pushing down the plate body top, locks through fixation nut simultaneously, adjusting bolt can realize built on stilts height's regulation, and in order to reduce noise during the use, promotes the house comfort level of using shock insulation built on stilts floor, the supporting baseplate below is equipped with shock insulation rubber pad 27, realizes shock insulation and absorbing function.
Second embodiment
The assembled high-strength concrete rib reinforced shock insulation overhead floor of the embodiment is a heating system integrated on the basis of the first embodiment, and has a ground heating function, the structure of the floor is shown in 7~9, the floor comprises a plate body 1 and shock insulation support pieces 2 arranged on four corners of the plate body, a field-shaped reinforcing rib is integrally poured on the back surface of the plate body, a groove 12 is formed in the surface of the plate body, a heat insulation plate 13 is placed in the groove, a heating module (not shown) is laid on the upper surface of the plate body, in order to ensure wiring, threading holes 14 penetrating through to the bottom of the plate are formed in the four corners of the groove, a plate lower overhead layer can be utilized for laying a heating module circuit, the workload of on-site grooving wiring is reduced, the overall laying efficiency is improved, and the construction cost is saved.
Other structures of this embodiment are the same as those of the first embodiment, and thus are not described in detail.
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 the same; 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 or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.

Claims (10)

1. The utility model provides an assembled high strength concrete rib enhancement mode shock insulation raised floor, includes plate body and sets up the shock insulation support piece on four angles of plate body, its characterized in that: the back of the plate body is integrally cast with a field-shaped reinforcing rib, and the plate body and the field-shaped reinforcing rib are formed by casting high-strength concrete.
2. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: longitudinal and transverse reinforcing mesh sheets are arranged inside the plate body.
3. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: the square reinforcing rib is provided with an outer frame and a cross inner frame, the outer frame is formed by connecting plate edge transverse ribs and plate edge longitudinal ribs, a chamfer is arranged at the joint, the cross inner frame is formed by cross connecting the plate middle transverse ribs and the plate middle longitudinal ribs, the joint is provided with the chamfer, and meanwhile, the joint of the outer frame and the cross inner frame is also provided with the chamfer.
4. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 3, wherein: and reinforcing steel bars are uniformly distributed in the plate edge transverse ribs, the plate edge longitudinal ribs, the plate middle transverse ribs and the plate middle longitudinal ribs.
5. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: the four sides of the plate body are provided with shear grooves.
6. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: the surface layer is directly compounded on the surface of the plate body.
7. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: the surface of the plate body is provided with a groove, a heat insulation plate is placed in the groove, and a heating module of a heater is laid on the surface of the plate body.
8. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 1, wherein: the shock insulation support piece comprises a supporting base plate, an adjusting bolt vertically arranged on the supporting base plate, a first supporting plate, a positioning plate and a fixing nut, wherein the first supporting plate, the positioning plate and the fixing nut are sequentially screwed on the adjusting bolt, and the plate body is placed on the first supporting plate and clamped tightly through the fixing plate.
9. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 8, wherein: four limiting strips are arranged on the first supporting plate in a cross manner.
10. The assembled high-strength concrete rib reinforced vibration-isolating raised floor as claimed in claim 7, wherein: and four corners of the groove are provided with threading holes penetrating to the bottom of the plate.
CN202221922219.3U 2022-07-25 2022-07-25 Assembled high-strength concrete rib enhanced shock insulation raised floor Active CN217711529U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221922219.3U CN217711529U (en) 2022-07-25 2022-07-25 Assembled high-strength concrete rib enhanced shock insulation raised floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221922219.3U CN217711529U (en) 2022-07-25 2022-07-25 Assembled high-strength concrete rib enhanced shock insulation raised floor

Publications (1)

Publication Number Publication Date
CN217711529U true CN217711529U (en) 2022-11-01

Family

ID=83780623

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221922219.3U Active CN217711529U (en) 2022-07-25 2022-07-25 Assembled high-strength concrete rib enhanced shock insulation raised floor

Country Status (1)

Country Link
CN (1) CN217711529U (en)

Similar Documents

Publication Publication Date Title
CN106869489A (en) Super High Core Walls Structure level and vertical synchronous construction top module system and construction method
CN100424298C (en) Construction method for making congruent floor using upper support frame
CN217711529U (en) Assembled high-strength concrete rib enhanced shock insulation raised floor
US20090301011A1 (en) Reinforced concrete ceiling and process for the manufacture thereof
CN112267607A (en) Pre-assembly type combined floor bearing plate and floor
CN218438223U (en) Height-adjustable support frame body used during construction of prefabricated truss composite slab
CN217205466U (en) Inclined supporting device for stably supporting upper-layer vertical member
CN113123506B (en) Prefabricated die-removal-free steel bar truss floor bearing plate based on uhpc and using method
CN115126140A (en) Hollow floor light solid box body assembly and hollow floor structure thereof
CN212478322U (en) Prefabricated staircase for building industrialization
CN114135037A (en) Plate truss formwork structure and construction method
CN210195146U (en) OA floor gives sound insulation of adjustable height
CN209907827U (en) Prefabricated high-strength concrete floor tile system of assembled
CN108412101B (en) Steel structure integrated floor slab and construction method thereof
KR20090011362A (en) Form system for casting slab concrete of concrete-filled steel tube girder bridge
KR100933045B1 (en) Formwork system for concrete slab of filled steel pipe girder bridge
KR101702957B1 (en) Table form and construction method for slab using the same
CN218813852U (en) Prefabricated equipment foundation of assembly damping formula
CN218149160U (en) Support-free prestressed concrete laminated slab
CN114277965B (en) Building frame adopting heat-insulating wall and construction process thereof
CN220117460U (en) Damping support for vertical connection of prefabricated shear wall
KR20000040928A (en) Structure for mounting mold of steel-reinforced concrete to reduced height of floor
CN220469206U (en) High-strength prefabricated laminated slab
CN115217251B (en) Self-adaptive leveling assembled floor system
CN217734353U (en) Self-adaptive leveling overhead floor support

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant