CN215716513U - A reinforced concrete prefabricated component for building - Google Patents

A reinforced concrete prefabricated component for building Download PDF

Info

Publication number
CN215716513U
CN215716513U CN202122236015.6U CN202122236015U CN215716513U CN 215716513 U CN215716513 U CN 215716513U CN 202122236015 U CN202122236015 U CN 202122236015U CN 215716513 U CN215716513 U CN 215716513U
Authority
CN
China
Prior art keywords
plate
reinforced concrete
concrete prefabricated
bottom plate
reinforcing
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
CN202122236015.6U
Other languages
Chinese (zh)
Inventor
张洋洋
云宽
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN202122236015.6U priority Critical patent/CN215716513U/en
Application granted granted Critical
Publication of CN215716513U publication Critical patent/CN215716513U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Rod-Shaped Construction Members (AREA)

Abstract

The utility model discloses a reinforced concrete prefabricated part for building, which comprises: the steel bar-reinforced concrete slab comprises a bottom plate, wherein longitudinal ribs are arranged on the surface of the bottom plate, two longitudinal ribs are arranged on the surface of the bottom plate, a reserved plate is arranged on the surface of each longitudinal rib, and a steel bar penetrates through the surface of each reserved plate; and the adjusting ring is arranged on one side of the steel bar. This a reinforced concrete prefabricated component for building, the constructor is carrying out the in-process of transporting reinforced concrete prefabricated component, can appear can not carrying out accurate butt joint with the bottom plate, there is certain micro clearance between two bottom plates, dock the interlock board and the butt joint board of detachable adjustable ring bottom on the surface of reinforcing bar, then interlock board and butt joint board pass through set screw and connect on the surface of reinforcing bar, be in the surface of reinforcing bar with the adjustable ring stably, simultaneously through external effort, carry out the micro-adjustment with the bottom plate, the realization is convenient for carry out the purpose of micro-adjustment to the bottom plate, save operating time.

Description

A reinforced concrete prefabricated component for building
Technical Field
The utility model relates to the technical field of buildings, in particular to a reinforced concrete prefabricated part for buildings.
Background
The precast concrete component is a foundation for realizing the prefabrication of a main body structure, has good structural performance, can effectively ensure the structural mechanics by adopting factory manufacturing, has small discreteness, high construction speed, good product quality and high surface smoothness, can achieve the decorative effect of the fair-faced concrete, and enables the structure and the building to be unified and coordinated;
as published No. CN201510353403.9 a ribbed prestressed reinforced concrete prefabricated component board, including reinforced concrete bottom plate 1, reinforced concrete longitudinal rib 2, prestressing steel 4, its characterized in that: the reinforced concrete longitudinal rib 2 is provided with a hole prefabricated part 3. The ribbed prestressed reinforced concrete prefabricated part plate adopts the hole prefabricated part to form the holes on the reinforced concrete longitudinal ribs, does not need to place fillers or support templates at the longitudinal ribs to form the holes, is convenient to manufacture, and can also place reinforcing steel bars under the holes to connect a plurality of reinforced concrete prefabricated parts to form an assembled floor slab. The ribbed prestressed reinforced concrete prefabricated member plate has the advantages of easy construction, simple process, time saving and labor saving.
This prior art solution also has the following problems in use;
1. the structure which is convenient for micro-adjustment of the precast concrete member is lacked in the process of using the precast concrete member, seamless butt joint cannot be completely carried out in the process of adjusting and transporting the precast concrete member, and meanwhile, the structure with certain micro-adjustment is lacked;
2. the precast concrete component lacks the structure of being convenient for carry out the concatenation to precast concrete component in the in-process that uses, can not dock precast concrete component.
Improvements are needed to address the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a reinforced concrete prefabricated part for buildings, and aims to solve the problems that the prior art has no structure which is convenient for micro-adjustment of the prefabricated concrete part in the process of using the prefabricated concrete part, can not be completely in seamless butt joint in the process of transporting the prefabricated concrete part, and has no structure with certain micro-adjustment.
In order to achieve the purpose, the utility model provides the following technical scheme: a reinforced concrete prefabricated element for construction, comprising:
the steel bar-reinforced concrete slab comprises a bottom plate, wherein longitudinal ribs are arranged on the surface of the bottom plate, two longitudinal ribs are arranged on the surface of the bottom plate, a reserved plate is arranged on the surface of each longitudinal rib, and a steel bar penetrates through the surface of each reserved plate;
the adjustable ring sets up in one side of reinforcing bar, and the fixed interlock board that is provided with in bottom of adjustable ring, and the bottom arc semicircular in shape of interlock board to the bottom arc and the reinforcing bar surface arc phase-match of interlock board, the relative one side of interlock board of reinforcing bar is provided with the butt-joint plate in addition, and adjustable ring, interlock board and butt-joint plate are the steel material, and butt-joint plate surface through connection has set screw, and interlock board and butt-joint plate pass through set screw and connect on the surface of reinforcing bar moreover.
Preferably, one side of the bottom plate is provided with:
the mounting panel is the arc setting in bottom plate one side, and mounting panel surface arc is identical with the relative mounting panel one side opening arc size of bottom plate, according to this structure, is convenient for dock two bottom plates.
Preferably, the mounting panel surface is connected with the steel sheet, and the steel sheet is close to one side surface radian and mounting panel bottom radian phase-match of mounting panel to the steel sheet is provided with two, according to this structure, is convenient for will increase the holding power of bottom plate.
Preferably, the bottom perpendicular fixedly connected with guide bar in surface of steel sheet, and steel sheet and guide bar structure as an organic whole to the steel sheet surface through connection that the mounting panel one side was kept away from to the bottom plate has the uide bushing, and guide bar surface dimension and uide bushing inner wall size phase-match are convenient for splice the bottom plate according to this structure moreover.
Preferably, the longitudinal rib is provided with:
the reinforced beam is formed by pouring concrete, the reinforced plates are arranged on one side of the reinforced beam and are symmetrical about a longitudinal central axis of the bottom plate, and the bearing capacity of the reinforced concrete prefabricated part is increased conveniently according to the structure.
Preferably, a group of holes are formed in the surface of one side of each longitudinal rib, the holes are rectangular, the holes penetrate through the surface of the bottom of each longitudinal rib, and the reinforced concrete prefabricated part is conveniently combined according to the structure.
Compared with the prior art, the utility model has the beneficial effects that: this a reinforced concrete prefabricated component for building is provided with the adjustable ring, buttcover plate and set screw, simultaneously through external effort, carry out the micro-adjustment with the bottom plate, the realization is convenient for carry out the purpose of micro-adjustment to the bottom plate, save operating time, be provided with the mounting panel after that, steel sheet and guide bar, it is stable to dock two bottom plates, realize the integrality of reinforced concrete prefabricated component concatenation, be provided with reinforcing beam and reinforcing plate simultaneously, make reinforced concrete prefabricated component bear most power, realize that reinforced concrete prefabricated component has increased prefabricated component's bending resistance at the in-process that uses.
1. This a reinforced concrete prefabricated component for building is provided with the adjustable ring, buttcover plate and set screw, the constructor is carrying out the in-process of transporting to reinforced concrete prefabricated component, can appear can not carrying out accurate butt joint with the bottom plate, there is certain micro clearance between two bottom plates, dock the interlock board and the buttcover plate of detachable adjustable ring bottom on the surface of reinforcing bar, then interlock board and buttcover plate pass through set screw and connect on the surface of reinforcing bar, be in the surface of reinforcing bar with the adjustable ring stably, simultaneously through external effort, carry out the micro-adjustment with the bottom plate, the realization is convenient for carry out the purpose of micro-adjustment to the bottom plate, save operating time.
2. This a reinforced concrete prefabricated component for building is provided with mounting panel, steel sheet and guide bar, and the constructor is splicing the bottom plate, docks the steel sheet of mounting panel one side and the relative one side opening of mounting panel of bottom plate, and the guide bar that drives the steel sheet bottom simultaneously removes in the inside of uide bushing, and guide bar surface dimension and uide bushing inner wall size phase-match after that, it is stable to dock two bottom plates, realizes the integrality of reinforced concrete prefabricated component concatenation.
3. This a reinforced concrete prefabricated component for building is provided with reinforcement crossbeam and reinforcement plate, the constructor is pouring the in-process to reinforced concrete prefabricated component, the building has reinforcement crossbeam between two longitudinal ribs, and one side of longitudinal rib is provided with reinforcement plate, and the hole has been seted up on longitudinal rib surface, the bearing capacity of reinforced concrete prefabricated component is located prefabricated component's central point, through reinforcement crossbeam and reinforcement plate, make reinforced concrete prefabricated component bear most power, the bending resistance that the in-process of realizing reinforced concrete prefabricated component using has increased prefabricated component.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic side view of the present invention;
FIG. 3 is a schematic view of the adjusting ring connection of the present invention;
FIG. 4 is a schematic cross-sectional view of a steel sheet according to the present invention.
In the figure: 1. a base plate; 2. a longitudinal rib; 3. reserving a plate; 4. reinforcing steel bars; 5. an adjusting ring; 6. a linkage plate; 7. a butt plate; 8. a set screw; 9. mounting a plate; 10. a steel plate; 11. a guide bar; 12. a guide sleeve; 13. reinforcing the cross beam; 14. Reinforcing the plate; 15. and (4) holes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: a reinforced concrete prefabricated element for construction, comprising: the steel bar-reinforced concrete slab comprises a bottom plate 1, wherein longitudinal ribs 2 are arranged on the surface of the bottom plate 1, two longitudinal ribs 2 are arranged on the surface of the bottom plate, a reserved plate 3 is arranged on the surface of each longitudinal rib 2, and a steel bar 4 is connected to the surface of each reserved plate 3 in a penetrating mode; the adjusting ring 5 is arranged on one side of the reinforcing steel bar 4, a linkage plate 6 is fixedly arranged at the bottom of the adjusting ring 5, the bottom arc of the linkage plate 6 is semicircular, the bottom arc of the linkage plate 6 is matched with the surface arc of the reinforcing steel bar 4, a butt plate 7 is arranged on one side of the reinforcing steel bar 4 opposite to the linkage plate 6, the adjusting ring 5, the linkage plate 6 and the butt plate 7 are made of steel materials, a positioning screw 8 penetrates through the surface of the butt plate 7, the linkage plate 6 and the butt plate 7 are connected on the surface of the reinforcing steel bar 4 through the positioning screw 8, a constructor can not accurately butt the bottom plates 1 in the process of transporting the reinforced concrete prefabricated part, a certain micro gap exists between the two bottom plates 1, the linkage plate 6 at the bottom of the detachable adjusting ring 5 is butt-jointed with the butt plate 7 on the surface of the reinforcing steel bar 4, and then the linkage plate 6 and the butt plate 7 are connected on the surface of the reinforcing steel bar 4 through the positioning screw 8, the adjusting ring 5 is positioned on the surface of the reinforcing steel bar 4 stably, and the base plate 1 is subjected to micro-adjustment through external acting force, so that the purpose of conveniently performing micro-adjustment on the base plate 1 is achieved, and the working time is saved;
bottom plate 1 one side sets up: the mounting plate 9 is arranged on one side of the base plate 1 in an arc shape, the arc shape of the surface of the mounting plate 9 is matched with the arc size of an opening on one side of the mounting plate 9 relative to the base plate 1, the surface of the mounting plate 9 is connected with a steel plate 10, the radian of one side surface, close to the mounting plate 9, of the steel plate 10 is matched with the radian of the bottom of the mounting plate 9, the two steel plates 10 are arranged, the bottom surface of the steel plate 10 is vertically and fixedly connected with a guide rod 11, the steel plate 10 and the guide rod 11 are of an integral structure, the surface of the steel plate 10, far away from the mounting plate 9, of the base plate 1 is connected with a guide sleeve 12 in a penetrating way, the surface size of the guide rod 11 is matched with the inner wall size of the guide sleeve 12, a constructor splices the base plates 1, butt-joints the steel plate 10 on one side of the mounting plate 9 with the opening on one side of the base plate 1 relative to the mounting plate 9, and drives the guide rod 11 at the bottom of the steel plate 10 to move in the guide sleeve 12, then the surface size of the guide rod 11 is matched with the size of the inner wall of the guide sleeve 12, and the two bottom plates 1 are stably butted, so that the splicing integrity of the reinforced concrete prefabricated part is realized;
the longitudinal rib 2 is provided with: the reinforced beam 13 is formed by pouring concrete, one side of the reinforced beam 13 is provided with a reinforced plate 14, and the reinforcing plate members 14 are provided in two, and the two reinforcing plate members 14 are symmetrical with respect to the longitudinal central axis of the base plate 1, a group of holes 15 are arranged on the surface of one side of the longitudinal rib 2, the holes 15 are rectangular, and the holes 15 are arranged on the bottom surface of the longitudinal rib 2 in a penetrating way, so that when a constructor pours the reinforced concrete prefabricated part, a reinforcing cross beam 13 is built between the two longitudinal ribs 2, and a reinforcing plate 14 is provided at one side of the longitudinal ribs 2, and the surface of the longitudinal rib 2 is provided with a hole 15, the bearing capacity of the reinforced concrete prefabricated part is positioned at the central part of the prefabricated part, through the reinforcing cross beam 13 and the reinforcing plate 14, the reinforced concrete prefabricated part bears most of force, and the bending resistance of the reinforced concrete prefabricated part is increased in the using process.
In summary, the following steps: when the reinforced concrete prefabricated part for the building is used, firstly, the adjusting ring 5, the butt plate 7 and the positioning screw 8 are arranged, meanwhile, the bottom plate 1 is subjected to micro-adjustment through external acting force, the purpose of facilitating the micro-adjustment of the bottom plate 1 is achieved, the working time is saved, then, the mounting plate 9, the steel plate 10 and the guide rod 11 are arranged, the butt joint of the two bottom plates 1 is stabilized, the splicing integrity of the reinforced concrete prefabricated part is achieved, meanwhile, the reinforcing cross beam 13 and the reinforcing plate 14 are arranged, so that the reinforced concrete prefabricated part bears most of the force, the bending resistance of the reinforced concrete prefabricated part is increased in the using process of the reinforced concrete prefabricated part, the characteristics of the reinforced concrete prefabricated part for the building are achieved, and the content which is not described in detail in the description belongs to the prior art known by professional technicians in the field.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.

Claims (6)

1. A reinforced concrete prefabricated part for construction; it is characterized by comprising:
the steel plate comprises a bottom plate (1), wherein longitudinal ribs (2) are arranged on the surface of the bottom plate (1), two longitudinal ribs (2) are arranged, a reserved plate (3) is arranged on the surface of each longitudinal rib (2), and a steel bar (4) penetrates through the surface of each reserved plate (3);
adjusting ring (5), the setting is in one side of reinforcing bar (4), and the fixed interlock board (6) that is provided with in bottom of adjusting ring (5), and the bottom arc semicircular in shape of interlock board (6), and the bottom arc and reinforcing bar (4) surface arc phase-match of interlock board (6), and one side of reinforcing bar (4) relative interlock board (6) is provided with butt plate (7), and adjusting ring (5), interlock board (6) and butt plate (7) are the steel material, and butt plate (7) surface through connection has set screw (8), and interlock board (6) and butt plate (7) are connected on the surface of reinforcing bar (4) through set screw (8).
2. A reinforced concrete prefabricated part for building according to claim 1, wherein: one side of the bottom plate (1) is provided with:
the mounting plate (9) is arranged on one side of the bottom plate (1) in an arc shape, and the arc shape on the surface of the mounting plate (9) is matched with the arc size of an opening on one side of the bottom plate (1) opposite to the mounting plate (9).
3. A reinforced concrete prefabricated part for building according to claim 2, wherein: mounting panel (9) surface connection has steel sheet (10), and one side surface radian and mounting panel (9) bottom radian phase-match that steel sheet (10) are close to mounting panel (9) to steel sheet (10) are provided with two.
4. A reinforced concrete prefabricated part for building according to claim 3, wherein: the bottom surface of steel sheet (10) perpendicular fixedly connected with guide bar (11), and steel sheet (10) and guide bar (11) structure as an organic whole to steel sheet (10) surface through connection that mounting panel (9) one side was kept away from in bottom plate (1) has uide bushing (12), and guide bar (11) surface dimension and uide bushing (12) inner wall size phase-match moreover.
5. A reinforced concrete prefabricated part for building according to claim 1, wherein: one side of the longitudinal rib (2) is provided with:
the reinforcing beam (13) is formed by pouring concrete, reinforcing plates (14) are arranged on one side of the reinforcing beam (13), two reinforcing plates (14) are arranged, and the two reinforcing plates (14) are symmetrical about a longitudinal central axis of the bottom plate (1).
6. A reinforced concrete prefabricated part for building according to claim 1, wherein: a group of holes (15) are formed in the surface of one side of the longitudinal rib (2), the holes (15) are rectangular, and the holes (15) penetrate through the surface of the bottom of the longitudinal rib (2).
CN202122236015.6U 2021-09-15 2021-09-15 A reinforced concrete prefabricated component for building Active CN215716513U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122236015.6U CN215716513U (en) 2021-09-15 2021-09-15 A reinforced concrete prefabricated component for building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122236015.6U CN215716513U (en) 2021-09-15 2021-09-15 A reinforced concrete prefabricated component for building

Publications (1)

Publication Number Publication Date
CN215716513U true CN215716513U (en) 2022-02-01

Family

ID=80020601

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122236015.6U Active CN215716513U (en) 2021-09-15 2021-09-15 A reinforced concrete prefabricated component for building

Country Status (1)

Country Link
CN (1) CN215716513U (en)

Similar Documents

Publication Publication Date Title
CN110107016B (en) Assembled prefabricated wallboard and wall construction method combining dry-wet technology
CN203128995U (en) Combined T-girder component and combined T-girder bridge
CN211499378U (en) Closely piece together two-way rib superimposed sheet node structure that does not go out
CN215716513U (en) A reinforced concrete prefabricated component for building
CN214461399U (en) Prefabricated wallboard
CN213539440U (en) Assembled coincide floor
CN106088470B (en) Assembly concrete complex case shape beam and its construction method
CN211341356U (en) Assembling tool type truss laminated slab
CN210288864U (en) Assembled prefabricated wall board
CN114232460A (en) Prefabricated segment type UHPC T-shaped beam splicing seam and construction method thereof
CN210685149U (en) Triangular steel bar truss welding type concrete prefabricated bottom plate
CN207484791U (en) A kind of unidirectional overlapping floorboard of assembled architecture
CN109555232B (en) Precast beam mortise and tenon joint connects
CN211473013U (en) Steel bar truss superimposed sheet based on steel sheet upper chord
CN112176850A (en) Steel-UHPC combined structure shear connector and manufacturing and mounting method thereof
CN218668185U (en) Prefabricated hollow beam
CN210880135U (en) Be applied to floor drain positioning die of prefabricated building
CN217629432U (en) Steel-wood combined hollow pier template capable of accelerating heat dissipation
CN219175870U (en) Vertical reinforcing steel bar installation positioning device of building industrialization toughness formwork structure system
CN218149218U (en) Prefabricated building block for construction of formwork-supporting-free constructional column ring beam
CN210685081U (en) Prefabricated composite wall panel convenient to splice with roof beam
CN213390715U (en) Modularized disassembly-free wall formwork capable of being assembled quickly
CN215670396U (en) Passive form is exempted from to tear open heat preservation floor template for building
CN215054556U (en) Prefabricated crossbeam with mortise hole
CN211974405U (en) Can have enough to meet need vertical joint bar positioning system that reserves

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant