CN210887608U - Assembled reinforced concrete structure - Google Patents

Assembled reinforced concrete structure Download PDF

Info

Publication number
CN210887608U
CN210887608U CN201921536368.4U CN201921536368U CN210887608U CN 210887608 U CN210887608 U CN 210887608U CN 201921536368 U CN201921536368 U CN 201921536368U CN 210887608 U CN210887608 U CN 210887608U
Authority
CN
China
Prior art keywords
main body
main part
reinforced concrete
layer
concrete structure
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
CN201921536368.4U
Other languages
Chinese (zh)
Inventor
王鹏宇
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.)
Jin Guang Dao Environmental Construction Group Co ltd
Original Assignee
Jin Guang Dao Environmental Construction Group 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 Jin Guang Dao Environmental Construction Group Co ltd filed Critical Jin Guang Dao Environmental Construction Group Co ltd
Priority to CN201921536368.4U priority Critical patent/CN210887608U/en
Application granted granted Critical
Publication of CN210887608U publication Critical patent/CN210887608U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Building Environments (AREA)

Abstract

The utility model discloses an assembled reinforced concrete structure, including main part and strengthening rib, the main part top rear side is equipped with first anchor assembly, first mounting hole has evenly been seted up to first anchor assembly front side, the main part four corners evenly is equipped with the boss, the main part below front side is equipped with second anchor assembly, second anchor assembly front side has evenly been seted up the second mounting hole, the reinforcing bar pre-installation hole has all been seted up to the main part left and right sides, the main part inside left side is equipped with pours the layer, be equipped with the heat preservation in the middle of pours the layer, pours the layer right side and is equipped with the wire netting; this assembled reinforced concrete structure connects through first anchor assembly and second anchor assembly cooperation, guarantees that vertical bearing is respond well, and the main part is inside to be provided with the strengthening rib, and the fastening of concrete structure assembly is guaranteed to the stability of assurance structure through the assembly of reinforcing bar preformed hole on the transverse direction, has reduced the human input, reaches energy saving and emission reduction's effect to a certain extent.

Description

Assembled reinforced concrete structure
Technical Field
The utility model relates to a concrete technical field specifically is an assembled reinforced concrete structure.
Background
The reinforced concrete structure is applied to the building engineering, in 1849 years, the French J.L. lamb wave and 1867 years, the French J.Moniey are sequentially coated with cement mortar on two surfaces of a wire mesh to manufacture boats and flowerpots, in 1884 years, the first scientific experiment of reinforced concrete is carried out, the strength and the fire resistance of the reinforced concrete and the cohesive force of a steel bar and the concrete are researched, and in 1886 years, a calculation method for a reinforced concrete slab is proposed by German engineers M.g. tender;
at present, most independent foundations such as multilayer steel frame houses, box-type houses and non-vibration equipment are basically of cast-in-place reinforced concrete structures, the foundations generally have the following defects that the construction period is long, formwork support, rib binding, pouring, maintenance and the like are needed on the construction site, the overall construction period is difficult to shorten, when the houses or the equipment and the like are abandoned, the cast-in-place reinforced concrete foundations are all disposable components, the upper structures are abandoned, the foundations are also abandoned, and the foundations cannot be recycled or reused, so that the resource waste is caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled reinforced concrete structure, have that bearing effect is good, the heat preservation is respond well, water-proof effects is good, sound construction, be convenient for assembly, convenient operation's advantage, solved the problem among the prior art.
In order to achieve the above object, the utility model provides a following technical scheme: an assembled reinforced concrete structure comprises a main body and reinforcing ribs, wherein a first anchoring part is arranged on the rear side above the main body and is connected to the main body through pouring, first mounting holes are uniformly formed in the front side of the first anchoring part, reinforcing blocks are uniformly arranged at four corners of the main body and are fixed to the main body through screws, a second anchoring part is arranged on the front side below the main body and is connected to the main body through pouring, second mounting holes are uniformly formed in the front side of the second anchoring part, reinforcing steel bar pre-mounting holes are formed in the left side and the right side of the main body, a pouring layer is arranged on the left side inside the main body and is fixed to the inner wall of the main body through pouring, a heat preservation layer is arranged in the middle of the pouring layer and is connected to the inner wall of the main body through screws, a wire netting is arranged on the right side of the pouring layer and is fixed to the, the wire netting right side is equipped with the waterproof layer, the waterproof layer passes through the screw connection and pours the layer on, be equipped with the strengthening rib in the inside vertical direction of main part, the strengthening rib is fixed at the main part inner wall through pouring.
Preferably, the first anchoring piece and the second anchoring piece can adopt pegs or bent ribs.
Preferably, the cross-sectional shape of the body is zigzag.
Compared with the prior art, the beneficial effects of the utility model are as follows: this assembled reinforced concrete structure connects through first anchor assembly and second anchor assembly cooperation, guarantees that vertical bearing is respond well, and the main part is inside to be provided with the strengthening rib, and the fastening of concrete structure assembly is guaranteed to the stability of assurance structure through the assembly of reinforcing bar preformed hole on the transverse direction, has reduced the human input, reaches energy saving and emission reduction's effect to a certain extent.
Drawings
FIG. 1 is a schematic view of the overall structure of an assembled reinforced concrete structure according to the present invention;
FIG. 2 is an internal schematic view of an assembled reinforced concrete structure of the present invention;
fig. 3 is a schematic cross-sectional view of the assembled reinforced concrete structure of the present invention.
The figures are labeled as follows: the steel bar pre-installation structure comprises a main body 1, a first anchoring piece 2, a first installation hole 3, a second anchoring piece 4, a second installation hole 5, a reinforcing block 6, a reinforcing steel bar pre-installation hole 7, a pouring layer 8, a reinforcing rib 9, a heat insulation layer 10, a waterproof layer 11 and a wire netting 12.
Detailed Description
The technical solution 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 some embodiments of the present invention, rather than all embodiments, and all other embodiments obtained by a person of ordinary skill in the art without creative work belong to the protection scope of the present invention based on the embodiments of the present invention.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Referring to fig. 1-3, an assembled reinforced concrete structure comprises a main body 1 and a reinforcing rib 9, wherein the main body 1 has a zigzag cross-section, a first anchoring member 2 is arranged on the rear side above the main body 1, the first anchoring member 2 is connected to the main body 1 by pouring, first mounting holes 3 are uniformly formed in the front side of the first anchoring member 2, reinforcing blocks 6 are uniformly arranged at four corners of the main body 1, the reinforcing blocks 6 are fixed on the main body 1 by screws, a second anchoring member 4 is arranged on the front side below the main body 1, the first anchoring member 2 and the second anchoring member 4 can adopt studs or bent bars, the second anchoring member 4 is connected to the main body 1 by pouring, second mounting holes 5 are uniformly formed in the front side of the second anchoring member 4, reinforcing bar pre-mounting holes 7 are formed in the left side and the right side of the main body 1, a pouring layer 8 is arranged on the left side inside the main body 1, the, pour and be equipped with heat preservation 10 in the middle of the layer 8, heat preservation 10 passes through the screw connection at 1 inner wall of main part, pour 8 right sides in layer and be equipped with wire netting 12, wire netting 12 is fixed on pouring layer 8 through pouring, wire netting 12 right side is equipped with waterproof layer 11, waterproof layer 11 passes through the screw connection on pouring layer 8, be equipped with strengthening rib 9 in the inside vertical direction of main part 1, strengthening rib 9 is fixed at 1 inner wall of main part through pouring.
The working principle is as follows: the utility model relates to an assembled reinforced concrete structure, through the cooperation assembly between first anchor assembly 2 and second anchor assembly 4, mutually support through first mounting hole 3 and second mounting hole 5 and connect fixedly, make polylith reinforced concrete main part 1 closely fixed connection in proper order, polylith reinforced concrete main part 1 forms the basic plane with the surface of one side, the inside of main part 1 of each piece is fixed with strengthening rib 9 through the pouring technology, consolidate main part 1 internal structure through strengthening rib 9, improve the bearing effect of main part 1, waterproof layer 11 is installed in the surface outside, carry out water protection to the basic surface through waterproof layer 11, prevent the basic plane to wet the damage, main part 1 internal heat preservation 10 adopts strengthening rib 9 to connect and avoids appearing outer envelope structure heat preservation cold bridge phenomenon, let the heat preservation effect of building better, strengthen the bonding force between pouring layer 8 and waterproof layer 11 through net 12, guarantee inner structure's stability, through the reinforcing block on main part 1 surface increase the ascending stress that bears of horizontal direction, according to using the scene, the main part 1 of the corresponding specification of optional assembles the use, can be for dismantling fixed connection between the polylith reinforced concrete prefabricated component main part 1, is favorable to reinforced concrete prefabricated component main part 1 at the reuse of assembled reinforced concrete structure dismantlement back.
Having shown and described the basic principles and principal features of the invention and advantages thereof, it will be apparent to those skilled in the art that the invention is not limited to the details of the foregoing exemplary embodiments, but is capable of other specific forms without departing from the spirit or essential characteristics thereof; the present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein, and any reference signs in the claims are not intended to be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.

Claims (4)

1. An assembled reinforced concrete structure which characterized in that: the steel bar pre-installation structure comprises a main body (1) and reinforcing ribs (9), wherein a first anchoring part (2) is arranged on the rear side above the main body (1), the first anchoring part (2) is connected to the main body (1) through pouring, first installation holes (3) are uniformly formed in the front side of the first anchoring part (2), reinforcing blocks (6) are uniformly arranged at four corners of the main body (1), the reinforcing blocks (6) are fixed to the main body (1) through screws, a second anchoring part (4) is arranged on the front side below the main body (1), the second anchoring part (4) is connected to the main body (1) through pouring, second installation holes (5) are uniformly formed in the front side of the second anchoring part (4), steel bar pre-installation holes (7) are formed in the left side and the right side of the main body (1), a pouring layer (8) is arranged on the left side inside the main body (1), and the pouring layer (8) is fixed to, pour and be equipped with heat preservation (10) in the middle of layer (8), heat preservation (10) are through screw connection in main part (1) inner wall, it is equipped with wire netting (12) to pour layer (8) right side, wire netting (12) are fixed on pouring layer (8) through pouring, wire netting (12) right side is equipped with waterproof layer (11), waterproof layer (11) are through screw connection on pouring layer (8).
2. An assembled reinforced concrete structure according to claim 1, characterized in that: be equipped with strengthening rib (9) on the inside vertical direction of main part (1), strengthening rib (9) are fixed at main part (1) inner wall through pouring.
3. An assembled reinforced concrete structure according to claim 1, characterized in that: the first anchoring piece (2) and the second anchoring piece (4) can adopt pegs or bent ribs.
4. An assembled reinforced concrete structure according to claim 1, characterized in that: the cross section of the main body (1) is Z-shaped.
CN201921536368.4U 2019-09-16 2019-09-16 Assembled reinforced concrete structure Active CN210887608U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921536368.4U CN210887608U (en) 2019-09-16 2019-09-16 Assembled reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921536368.4U CN210887608U (en) 2019-09-16 2019-09-16 Assembled reinforced concrete structure

Publications (1)

Publication Number Publication Date
CN210887608U true CN210887608U (en) 2020-06-30

Family

ID=71323947

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921536368.4U Active CN210887608U (en) 2019-09-16 2019-09-16 Assembled reinforced concrete structure

Country Status (1)

Country Link
CN (1) CN210887608U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216517A (en) * 2021-05-08 2021-08-06 浙江原野建设有限公司 Anti-falling device for water-retaining bonding layer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113216517A (en) * 2021-05-08 2021-08-06 浙江原野建设有限公司 Anti-falling device for water-retaining bonding layer

Similar Documents

Publication Publication Date Title
CN104594523A (en) Prestress splicing method for fabricated shear wall
CN110258789A (en) A kind of beam-column connection and its construction method that energy consumption rod iron is replaceable
CN204311614U (en) The fabricated shear wall of prestressing force splicing
CN210887608U (en) Assembled reinforced concrete structure
CN211817446U (en) Prefabricated window of wafing down board and have prefabricated window of wafing down structure of wafing board
CN215978589U (en) Masonry structure's prefabricated wallboard reinforced structure
CN209523311U (en) Low multi-story structure
CN215978588U (en) Prefabricated wallboard reinforced structure suitable for masonry structure
CN109653378A (en) The complete low multi-story structure of load moduleization and its construction technology
CN211690987U (en) Full precast floor and cast-in-place concrete beam connection structure
CN218861876U (en) Connection structure of light steel wire rack polyphenyl board assembled floor
CN218813239U (en) Prefabricated little case roof beam assembled concrete cross slab
CN212104634U (en) Fixing structure of external wallboard
CN101200946B (en) Combined reinforced bar concrete hollow core floor slab
CN100363569C (en) Combined reinforced concrete hollow floorslab
CN101382001A (en) Combined reinforced concrete cassette ceiling
CN101255745B (en) Combined reinforced concrete hollow floor
CN101255728B (en) Combined reinforced concrete hollow floor
CN100424291C (en) Combined reinforced concrete hollow floorslab
CN101196022B (en) Combined reinforced concrete hollow floor
CN101200943B (en) Combined reinforced bar concrete hollow core floor slab
CN101418606B (en) Combined reinforced concrete hollow floor
CN101200942B (en) Combined reinforced bar concrete hollow core floor slab
CN101255725A (en) Combined reinforced concrete hollow floor
CN101429798A (en) Combined reinforced concrete cassette ceiling

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant