CN110965637A - Composite multi-ribbed sandwich concrete container house - Google Patents

Composite multi-ribbed sandwich concrete container house Download PDF

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Publication number
CN110965637A
CN110965637A CN201911313878.XA CN201911313878A CN110965637A CN 110965637 A CN110965637 A CN 110965637A CN 201911313878 A CN201911313878 A CN 201911313878A CN 110965637 A CN110965637 A CN 110965637A
Authority
CN
China
Prior art keywords
plate
wall plate
rear wall
front wall
bottom plate
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.)
Withdrawn
Application number
CN201911313878.XA
Other languages
Chinese (zh)
Inventor
龚文彦
龚鑫城
李剑锋
杨伟军
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.)
Hunan Chengyou Green Building Material Technology Co ltd
Original Assignee
Hunan Chengyou Green Building Material 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 Hunan Chengyou Green Building Material Technology Co ltd filed Critical Hunan Chengyou Green Building Material Technology Co ltd
Priority to CN201911313878.XA priority Critical patent/CN110965637A/en
Publication of CN110965637A publication Critical patent/CN110965637A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/165Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

Abstract

The invention discloses a composite multi-ribbed sandwich concrete container house, which comprises a bottom plate, a top plate, a front wallboard, a rear wallboard and two side wallboards, wherein the bottom plate, the top plate, the front wallboard, the rear wallboard and the two side wallboards are connected with a post-cast constructional column through reinforcing steel bars; and the carbon fiber resistance wire which can be heated by electrifying is preset in the bottom plate, so that the carbon fiber resistance wire can be electrified and heated in winter, the steps of laying, moving, dismounting and mounting of floor heating in the later period of a container house are omitted, manpower is saved, and the market prospect is wide.

Description

Composite multi-ribbed sandwich concrete container house
Technical Field
The invention relates to the technical field of container houses, in particular to a composite multi-ribbed sandwich concrete container house.
Background
The traditional housing concept is not suitable, and the new thinking of self-living space is aroused. The new idea is to cover the house with the container, the container is environment-friendly, time-saving and labor-saving, flexible and changeable, and can provide more choices for households compared with the traditional house.
At present, the container house in China is mainly rented to workers on a construction site, and some private purchase and rent situations exist. Because the container house can be moved to all places at any time and any place, the assembly of the containers is convenient and the transportation is convenient, so that the container house becomes a development direction of the container house. The wall plates forming the container house in the prior art are mostly of a concrete solid concrete structure, the wall plates are heavy and are not convenient to assemble, and the container house formed by the wall plates is heavy and is not easy to carry; and the resident family of present container house becomes high to the requirement of living environment, can add the electrical apparatus such as heating element income air conditioner in the container house middle and later stage, guarantees suitable living environment, but the electrical apparatus can occupy the space in container house, and is unfavorable for moving of container house.
Disclosure of Invention
The invention aims to solve the problems of heavy self weight and inconvenient assembly of a container house in the prior art, and provides a composite multi-ribbed sandwich concrete container house so as to achieve the purposes of reducing the manufacturing cost of the container house and facilitating assembly.
In order to achieve the purpose, the invention adopts the following technical scheme:
the composite multi-ribbed sandwich concrete container house comprises a bottom plate, a top plate, a front wall plate, a rear wall plate and two side wall plates, wherein the bottom plate is arranged in parallel with the top plate, the front wall plate, the rear wall plate and the two side wall plates are positioned between the bottom plate and the top plate and are arranged perpendicular to the bottom plate, and the front wall plate, the rear wall plate and the side wall plates are respectively connected through pouring columns;
vertical connecting steel bars are preset at four sides of the bottom plate, a front wall plate grouting hole is formed in the front wall plate, a rear wall plate grouting hole is formed in the rear wall plate, a side wall plate grouting hole is formed in the side wall plate, and the positions of the front wall plate grouting hole, the rear wall plate grouting hole and the side wall plate grouting hole correspond to the connecting steel bars;
hanging rings are preset at the tops of the front wall plate, the rear wall plate and the two side wall plates, and corresponding anchor grouting holes capable of accommodating ring bodies at the upper ends of the hanging rings are respectively arranged at four edges of the top plate;
constructional column reinforcing steel bars are preset at four corners of the bottom plate, and through constructional column hanging ring holes corresponding to the constructional column reinforcing steel bars are formed in the top plate.
Furthermore, the bottom plate is composed of a plate body and a supporting side beam below the plate body which are integrally formed, and the bottom plate is a ribbed sandwich plate;
the bottom plate comprises a lower panel, an upper panel, longitudinal ribs, transverse ribs and a sandwich block, wherein the sandwich block is positioned in a cavity formed by the lower panel, the upper panel, the longitudinal ribs and the transverse ribs.
Furthermore, the lightweight filling block adopts a polystyrene foam board with the volume weight of less than 10 kg/m.
Further, the lower panel and the upper panel are both high-performance fiber reinforced concrete (TRC) thin plates.
Further, the longitudinal ribs and the transverse ribs are both light aggregate structure heat preservation concrete.
Furthermore, the top plate, the front wall plate, the rear wall plate and the two side wall plates are all the multi-ribbed sandwich plates.
Furthermore, a carbon fiber resistance wire is preset in the upper panel of the bottom plate, and a wiring position at one end of the carbon fiber resistance wire extends out of one side of the bottom plate.
Furthermore, the side surface of the top plate is provided with a through hoisting through hole.
Further, the method for assembling the composite multi-ribbed sandwich concrete container house comprises the following steps:
s1: hoisting the front wallboard, the rear wallboard and the two side plates, and respectively aligning the grouting holes on the front wallboard, the rear wallboard and the two side plates with the connecting steel bars on the bottom plate, so that the connecting steel bars can be respectively inserted into the corresponding grouting holes of the front wallboard, the rear wallboard and the side wallboard, and the front wallboard, the rear wallboard and the two side plates are respectively positioned between the constructional column steel bars of the bottom plate;
s2: after the location, pour the concrete toward in the constructional column reinforcing bar, accomplish the pouring of constructional column, preceding wallboard, back wallboard and two curb plates are by constructional column fixed connection, can pour into concrete grout in preceding wallboard slip casting hole, back wallboard slip casting hole and the side wall board slip casting hole this moment, accomplish the anchor between bottom plate and preceding wallboard, back wallboard and two curb plates.
S3: after the constructional column is poured and before concrete is not dried, the top plate is lifted immediately, the top plate is buckled at the upper ends of the front wall plate, the rear wall plate and the two side plates, the hanging rings at the tops of the front wall plate, the rear wall plate and the two side wall plates are inserted into the grouting anchor grouting holes of the top plate, the hanging rings are inserted into the upper portions of the constructional column reinforcing steel bars through the constructional hanging ring holes, then grouting and anchoring are respectively performed into the grouting anchor grouting holes and the constructional column hanging ring holes, and connection of the top plate is completed.
The invention has the beneficial effects that:
1. the bottom plate, the top plate, the front wall plate, the rear wall plate and the two side wall plates of the composite multi-ribbed sandwich concrete container house are all multi-ribbed sandwich plates, so that the self weight is light, the manufacturing cost can be reduced, and the container house is convenient to carry and transport.
2. The carbon fiber resistance wire capable of being electrified and heated is preset in the bottom plate of the composite multi-ribbed sandwich concrete container house, so that the carbon fiber resistance wire can be electrified and heated in winter, the steps of laying, moving, dismounting and mounting of floor heating in the later stage of the container house are omitted, manpower is saved, and the market prospect is wide.
3. The hoisting holes are formed in the top plate, the front wall plate, the rear wall plate and the two side wall plates of the composite multi-ribbed sandwich concrete container house, the whole house body is convenient to assemble, and the protruding hoisting rings are reserved after pouring and fixing, so that the whole house body is convenient to carry.
Drawings
FIG. 1 is a schematic structural view of the composite multi-ribbed sandwich concrete container house;
FIG. 2 is a schematic structural view of the bottom plate of the composite multi-ribbed sandwich concrete container house;
FIG. 3 is a schematic structural view of the front side of the bottom plate of the composite multi-ribbed sandwich concrete container house;
FIG. 4 is a schematic structural view of the side of the bottom plate of the composite multi-ribbed sandwich concrete container house;
FIG. 5 is a schematic structural view of the roof slab of the composite multi-ribbed sandwich concrete container;
FIG. 6 is a schematic structural view of the side of the roof plate of the composite multi-ribbed sandwich concrete container;
FIG. 7 is a schematic structural view of a side wall plate of the composite multi-ribbed sandwich concrete container house;
FIG. 8 is a sectional view of the side wall plate of the composite multi-ribbed sandwich concrete container house;
FIG. 9 is a schematic structural view of the front wall plate of the composite multi-ribbed sandwich concrete container house;
FIG. 10 is a schematic structural view of the rear wall panel of the composite multi-ribbed sandwich concrete container house;
fig. 11 is a schematic structural view of the hanging ring of the composite multi-ribbed sandwich concrete container house.
In the figure: 1. a base plate; 2. a top plate; 3. a front wall panel; 4. a rear wall panel; 5. a side wall panel; 6. constructing a column; 7. a hoisting ring; 11. a plate body; 12. supporting the edge beam; 111. a lower panel; 112. an upper panel; 113. longitudinal ribs; 114. a cross rib; 115. a core block; 121. constructing a column steel bar; 122. connecting reinforcing steel bars; 1121. carbon fiber resistance wire; 231. grouting holes of the grouting anchor; 232. constructing a column hanging ring hole; 233. hoisting the through hole; 331. grouting holes of the front wall plate; 431. grouting holes of the rear wall plate; 531. and (4) grouting holes of the side wall plate.
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.
Referring to fig. 1, the composite multi-ribbed sandwich concrete container house in the embodiment includes a bottom plate 1, a top plate 2, a front wall plate 3, a rear wall plate 4 and two side wall plates 5, wherein the bottom plate 1 and the top plate 2 are arranged in parallel, the front wall plate 3, the rear wall plate 4 and the two side wall plates 5 are arranged between the bottom plate 1 and the top plate 2 and perpendicular to the bottom plate 1, and the front wall plate 3, the rear wall plate 4 and the side wall plates 5 are connected through pouring columns 6.
Specifically, referring to fig. 2-4, vertical connecting reinforcement 122 is predetermine at four limit portions of bottom plate 1, set up preceding wallboard slip casting hole 331 on the preceding wallboard 3, set up back wallboard slip casting hole 431 on the back wallboard 4, set up side wallboard slip casting hole 531 on the side wallboard, the position of preceding wallboard slip casting hole 331, back wallboard slip casting hole 431 and side wallboard slip casting hole 531 corresponds with connecting reinforcement 122, inserts in the slip casting hole as connecting reinforcement 122, pours the concrete thick liquid toward the slip casting hole in, and the concrete solidifies the back, can accomplish bottom plate 1 and preceding wallboard 3, back wallboard 4 and two side wallboard 5 be connected.
Furthermore, constructional column reinforcing steel bars 121 are preset at four corners of the bottom plate 1, and the constructional column reinforcing steel bars 121 are used for post-pouring the constructional column 6.
Further, referring to fig. 4-11, rings 7 are preset at the top of the front wall panel 3, the rear wall panel 4 and the two side wall panels 5, so as to facilitate the hoisting of the front wall panel 3, the rear wall panel 4 and the two side wall panels 5, and corresponding grouting holes 231 capable of accommodating rings at the upper end of the rings 7 are respectively arranged at four edges of the top panel 2, and are used for anchoring between the top panel 2 and the front wall panel 3, the rear wall panel 4 and the two side wall panels 5.
Furthermore, a through constructional column hanging ring hole 232 corresponding to the position of the constructional column steel bar 121 is formed in the top plate 2 and used for anchoring the top plate 2 and the constructional column 6, and meanwhile, the constructional column hanging ring hole 232 is used for extending out of the protruding hanging ring 7.
Further, the bottom plate 1 in the present embodiment is composed of a plate body 11 and a supporting side beam 12 below the plate body 11, which are integrally formed, and the bottom plate 1 is a ribbed sandwich plate; specifically, referring to fig. 2 to 4, the bottom plate 1 includes a lower panel 111, an upper panel 112, longitudinal ribs 113, transverse ribs 114, and a sandwich block 115, the sandwich block 115 is located in a cavity formed by the lower panel 111, the upper panel 112, the longitudinal ribs 113, and the transverse ribs 114, the lightweight filling block 14 is a polystyrene foam board with a volume weight of less than 10kg/m, the longitudinal ribs (113) and the transverse ribs (114) are both lightweight aggregate structure heat preservation concrete, and the lightweight aggregate structure heat preservation concrete has the characteristics of light weight, high strength, heat preservation, fire resistance, good earthquake resistance, and the like, and can reduce the self weight of the structure, save the material consumption, improve the component transportation and hoisting efficiency, reduce the foundation load, and improve the building functions.
Furthermore, the lower panel (111) and the upper panel (112) are both high-performance fiber reinforced concrete (TRC) thin plates which have the characteristics of low density, high strength, good durability and the like.
Similarly, roof 2, preceding wallboard 3, back wallboard 4 and two lateral wall boards 5 also are dense rib sandwich panel, the dead weight is light, reducible manufacturing cost of whole house body, the transport of being convenient for simultaneously and transportation.
Further, a carbon fiber resistance wire 1121 is preset in the upper panel 112 of the bottom plate 1, and a connection point at one end of the carbon fiber resistance wire 1121 extends out from one side of the bottom plate 1 and is used for connecting electricity. When the container house is used, the carbon fiber resistance wire is connected with electricity to heat in winter, the steps of laying and moving disassembly and assembly of the later floor heating of the container house are omitted, manpower is saved, and the market prospect is wide.
Furthermore, the lateral surface of the top plate 2 is provided with a through hoisting through hole 233, which is convenient for hoisting the top plate 2.
Further, the method for assembling the composite multi-ribbed sandwich concrete container house comprises the following steps:
s1: hoisting the front wall plate 3, the rear wall plate 4 and the two side plates 5, and aligning grouting holes on the front wall plate 3, the rear wall plate 4 and the two side plates 5 with connecting steel bars 122 on the bottom plate 1 respectively, so that the connecting steel bars 122 can be inserted into corresponding grouting holes 331 of the front wall plate, grouting holes 431 of the rear wall plate and grouting holes 531 of the side plates respectively, and at the moment, the front wall plate 3, the rear wall plate 4 and the two side plates 5 are respectively positioned between constructional column steel bars 121 of the bottom plate 1;
s2: after the positioning, concrete is poured into the constructional column reinforcing steel bars 121 to finish the pouring of the constructional column 6, the front wall plate 3, the rear wall plate 4 and the two side plates 5 are fixedly connected with the constructional column 6, and concrete grout can be injected into the front wall plate grouting holes 331, the rear wall plate grouting holes 431 and the side wall plate grouting holes 531 to finish the anchoring between the bottom plate 1 and the front wall plate 3, the rear wall plate 4 and the two side plates 5.
S3: after the construction column 6 is poured and before the concrete is not dried, the top plate 2 is immediately lifted, the top plate 2 is buckled at the upper ends of the front wall plate 3, the rear wall plate 4 and the two side plates 5, the hanging rings 7 at the tops of the front wall plate 3, the rear wall plate 4 and the two side plates 5 are inserted into the grouting anchor grouting holes 231 of the top plate 2, the hanging rings 7 are inserted into the upper parts of the construction column reinforcing steel bars 121 through the construction hanging ring holes 232, and then grouting and anchoring are respectively performed into the grouting anchor grouting holes 231 and the construction column hanging ring holes 232, so that the connection of the top plate 2 is completed.
Wherein the hanging ring 7 at the upper part of the constructional column 6 is protruded from the constructional hanging ring hole 232 of the top plate 2 for hoisting and carrying the whole house body.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.

Claims (9)

1. The composite multi-ribbed sandwich concrete container house is characterized by comprising a bottom plate (1), a top plate (2), a front wall plate (3), a rear wall plate (4) and two side wall plates (5), wherein the bottom plate (1) and the top plate (2) are arranged in parallel, the front wall plate (3), the rear wall plate (4) and the two side wall plates (5) are positioned between the bottom plate (1) and the top plate (2) and are arranged perpendicular to the bottom plate (1), and the front wall plate (3), the rear wall plate (4) and the side wall plates (5) are respectively connected through pouring columns (6);
vertical connecting steel bars (122) are preset at four sides of the bottom plate (1), a front wall plate grouting hole (331) is formed in the front wall plate (3), a rear wall plate grouting hole (431) is formed in the rear wall plate (4), a side wall plate grouting hole (531) is formed in the side wall plate, and the positions of the front wall plate grouting hole (331), the rear wall plate grouting hole (431) and the side wall plate grouting hole (531) correspond to the connecting steel bars (122);
hoisting rings (7) are preset at the tops of the front wall plate (3), the rear wall plate (4) and the two side wall plates (5), and corresponding anchor grouting holes (231) capable of accommodating ring bodies at the upper ends of the hoisting rings (7) are respectively arranged at four edges of the top plate (2);
constructional column reinforcing steel bars (121) are preset at four corners of the bottom plate (1), and through constructional column lifting ring holes (232) corresponding to the constructional column reinforcing steel bars (121) in position are formed in the top plate (2).
2. The composite multi-ribbed sandwich concrete container house according to claim 1, characterized in that the bottom plate (1) is composed of an integrally formed plate body (11) and a supporting edge beam (12) below the plate body (11), and the bottom plate (1) is a multi-ribbed sandwich plate;
the bottom plate (1) comprises a lower panel (111), an upper panel (112), longitudinal ribs (113), transverse ribs (114) and a sandwich block (115), wherein the sandwich block (115) is positioned in a cavity formed by the lower panel (111), the upper panel (112), the longitudinal ribs (113) and the transverse ribs (114).
3. The composite multi-ribbed sandwich concrete container house according to claim 2, wherein the lightweight filling blocks (14) are polystyrene foam boards with a volume weight of less than 10 kg/m.
4. The composite multi-ribbed sandwich concrete container house according to claim 3, wherein the lower panel (111) and the upper panel (112) are both high performance fiber reinforced concrete (TRC) thin plates.
5. The composite multi-ribbed sandwich concrete container house according to claim 4, wherein the longitudinal ribs (113) and the transverse ribs (114) are both lightweight aggregate structural insulating concrete.
6. The composite multi-ribbed sandwich concrete container house according to claim 2 or 5, characterized in that the top plate (2), the front wall plate (3), the rear wall plate (4) and the two side wall plates (5) are all the multi-ribbed sandwich plates.
7. The composite multi-ribbed sandwich concrete container house according to claim 1, characterized in that a carbon fiber resistance wire (1121) is preset inside the upper panel (112) of the bottom plate (1), and a connection part of one end of the carbon fiber resistance wire (1121) extends out from one side of the bottom plate (1).
8. The composite multi-ribbed sandwich concrete container house according to claim 1, wherein the side surface of the top plate (2) is provided with a through hoisting through hole (233).
9. An assembling method of a composite multi-ribbed sandwich concrete container house based on claim 1, characterized by comprising the following steps:
s1: hoisting the front wall plate (3), the rear wall plate (4) and the two side plates (5), respectively aligning grouting holes on the front wall plate (3), the rear wall plate (4) and the two side plates (5) with connecting steel bars (122) on the bottom plate (1), so that the connecting steel bars (122) can be respectively inserted into the corresponding grouting holes (331) of the front wall plate, the grouting holes (431) of the rear wall plate and the grouting holes (531) of the side plates, and at the moment, the front wall plate (3), the rear wall plate (4) and the two side plates (5) are respectively positioned between constructional column steel bars (121) of the bottom plate (1);
s2: after the positioning, concrete is poured into the constructional column reinforcing steel bars (121) to complete the pouring of the constructional column (6), the front wall plate (3), the rear wall plate (4) and the two side plates (5) are fixedly connected with the constructional column (6), concrete grout can be poured into the front wall plate grouting hole (331), the rear wall plate grouting hole (431) and the side wall plate grouting hole (531), and the anchoring between the bottom plate (1) and the front wall plate (3), the rear wall plate (4) and the two side plates (5) is completed.
S3: after the pouring of the constructional column (6) is completed and before concrete is not dried, the top plate (2) is immediately hoisted, the top plate (2) is buckled at the upper ends of the front wall plate (3), the rear wall plate (4) and the two side plates (5), hoisting rings (7) at the tops of the front wall plate (3), the rear wall plate (4) and the two side plates (5) are inserted into grouting holes (231) of the top plate (2), the hoisting rings (7) are inserted into the upper parts of the constructional column reinforcing steel bars (121) through constructional hoisting ring holes (232), the hoisting rings (7) at the upper parts of the constructional column (6) protrude from the constructional hoisting ring holes (232) of the top plate (2), and then grouting and anchoring are respectively performed into the grouting holes (231) and the constructional column hoisting ring holes (232), so that the connection of the top plate (2) is completed.
CN201911313878.XA 2019-12-19 2019-12-19 Composite multi-ribbed sandwich concrete container house Withdrawn CN110965637A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911313878.XA CN110965637A (en) 2019-12-19 2019-12-19 Composite multi-ribbed sandwich concrete container house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911313878.XA CN110965637A (en) 2019-12-19 2019-12-19 Composite multi-ribbed sandwich concrete container house

Publications (1)

Publication Number Publication Date
CN110965637A true CN110965637A (en) 2020-04-07

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113136957A (en) * 2021-04-13 2021-07-20 常德诚翼铭新材料科技有限公司 Rib sandwich concrete slab container house

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CN205153304U (en) * 2015-11-25 2016-04-13 湖南东方红建设集团有限公司 Container house bottom plate
CN105696706A (en) * 2016-02-04 2016-06-22 中清大科技股份有限公司 Plugging type combined house
CN106351339A (en) * 2016-10-26 2017-01-25 中国二十二冶集团有限公司 Construction method for thermal insulating sandwich concrete external wall panel with steel beams and steel columns
JP2018028251A (en) * 2016-08-17 2018-02-22 大輔 西坂 Seismic storage shelter
CN207739398U (en) * 2017-12-11 2018-08-17 安徽海龙建筑工业有限公司 A kind of Speed Pinyin hard-cover container house
CN109072626A (en) * 2015-12-16 2018-12-21 太空智造股份有限公司 A kind of container type assembled house and its method of construction
CN110106970A (en) * 2019-05-31 2019-08-09 西安建工绿色建筑集团有限公司 The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014169320A1 (en) * 2013-04-15 2014-10-23 Dynon Matthew Prefabricated foldable building module
CN205153304U (en) * 2015-11-25 2016-04-13 湖南东方红建设集团有限公司 Container house bottom plate
CN109072626A (en) * 2015-12-16 2018-12-21 太空智造股份有限公司 A kind of container type assembled house and its method of construction
CN105696706A (en) * 2016-02-04 2016-06-22 中清大科技股份有限公司 Plugging type combined house
JP2018028251A (en) * 2016-08-17 2018-02-22 大輔 西坂 Seismic storage shelter
CN106351339A (en) * 2016-10-26 2017-01-25 中国二十二冶集团有限公司 Construction method for thermal insulating sandwich concrete external wall panel with steel beams and steel columns
CN207739398U (en) * 2017-12-11 2018-08-17 安徽海龙建筑工业有限公司 A kind of Speed Pinyin hard-cover container house
CN110106970A (en) * 2019-05-31 2019-08-09 西安建工绿色建筑集团有限公司 The index bed method of construction that pin-connected panel index bed module and dry and wet technique combine

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113136957A (en) * 2021-04-13 2021-07-20 常德诚翼铭新材料科技有限公司 Rib sandwich concrete slab container house

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