CN111441466A - Assembled energy-conserving building overlap joint structure - Google Patents
Assembled energy-conserving building overlap joint structure Download PDFInfo
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- CN111441466A CN111441466A CN202010273531.3A CN202010273531A CN111441466A CN 111441466 A CN111441466 A CN 111441466A CN 202010273531 A CN202010273531 A CN 202010273531A CN 111441466 A CN111441466 A CN 111441466A
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- Prior art keywords
- cement mortar
- concrete
- layer
- foundation
- soil
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses an assembled energy-saving building lap joint structure which comprises a foundation, wherein support rods are poured around the foundation through cement mortar, the surfaces of the support rods are in close contact with the inner cavity of the foundation, the top of the foundation is fixedly connected with the ground, the top of the ground is connected with a floor through the cement mortar, clamping grooves are formed in the periphery of the floor, and the inner cavity of each clamping groove is connected with the upper end of the outer surface of each support rod through the cement mortar in a pouring mode. According to the invention, through the matched use of the foundation, the terrace, the clamping groove, the ground, the concrete wall body, the concrete beam, the concrete top plate and the bearing wall, the effect of building lap joint without red bricks is achieved, so that the purpose of saving soil energy is achieved, the loss of soil is prevented, the soil energy is protected, and the problems that the red bricks are needed when the assembly type building lap joint is carried out, but the main raw material of the red bricks is soil, the soil is easily lost, and the soil is a non-renewable resource are solved.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to an assembled energy-saving building lap joint structure.
Background
The building engineering refers to an engineering entity formed by the construction of various building constructions and auxiliary facilities thereof and the installation activities of lines, pipelines and equipment matched with the building constructions, wherein the building constructions refer to a top cover, a beam column, a wall, a foundation and an engineering which can form an internal space and meet the requirements of production, living, study and public activities of people, red bricks are needed when the assembled buildings are lapped, but because the main raw materials of the red bricks are soil, the soil is easily lost, and the soil is a non-renewable resource, therefore, the assembled energy-saving building lapping structure is provided.
Disclosure of Invention
The invention aims to provide an assembled energy-saving building lap joint structure, which has the advantage of energy conservation and solves the problems that red bricks are needed when assembled building lap joints are carried out, but the main raw material of the red bricks is soil, so that soil is easily lost, and the soil is a non-renewable resource.
In order to achieve the purpose, the invention provides the following technical scheme: an assembled energy-saving building lap joint structure comprises a foundation, wherein support rods are poured around the foundation through cement mortar, the surface of each support rod is in close contact with the inner cavity of the foundation, the top of the foundation is fixedly connected with the ground, the top of the ground is connected with a floor through the cement mortar, the periphery of the floor is provided with clamping grooves, the inner cavities of the clamping grooves are in perfusion connection with the upper ends of the outer surfaces of the support rods through the cement mortar, the periphery of the floor is connected with a concrete wall body through the cement mortar, the inner side of the concrete wall body is connected with a concrete beam through the cement mortar, two sides of the concrete beam are fixedly connected with the upper end of the inner side of the concrete wall body through the cement mortar, the bottom of the concrete beam is connected with a bearing wall through the cement mortar, and the bottom, the top of the concrete wall is connected with a concrete top plate through cement mortar in a pouring mode, and the inner cavity of the concrete wall is integrally connected with an anti-seismic steel mesh through the cement mortar and the mould.
Preferably, the concrete roof includes first rectangular pipe and second rectangular pipe, the crisscross welding of first rectangular pipe and second rectangular pipe, the top of first rectangular pipe and second rectangular pipe has high strength cement light weight pressure plate through cement mortar connection, the surface of high strength cement light weight pressure plate is provided with the crack control lacing wire net, the top of high strength cement light weight pressure plate and the top that is located the crack control lacing wire net pour and be connected with haydite light weight concrete layer, and the surface of haydite light weight concrete layer parcel concrete roof.
Preferably, the ground includes rubble bedding course, grit intermediate level and mixed lime-soil backfill layer, the top and the crisscross setting in grit intermediate level of rubble bedding course, mixed lime-soil backfill layer is located the top in top and grit intermediate level, and makes the surface of rubble bedding course and the surface in grit intermediate level in close contact with through mixed lime-soil backfill layer.
Preferably, the particle size of the gravel cushion bottom layer is 20-30 mm, the thickness of the sand-stone middle layer is 50-120 cm, and the strength grade of the mixed lime-soil backfill layer is C10-C30.
Preferably, the surface of the concrete wall is coated with a cement mortar layer, and the surface of the cement mortar layer is coated with a heat-insulating coating layer.
Compared with the prior art, the invention has the following beneficial effects:
according to the invention, through the matched use of the foundation, the terrace, the clamping groove, the ground, the concrete wall body, the concrete beam, the concrete top plate and the bearing wall, the effect of building lap joint without red bricks is achieved, so that the purpose of saving soil energy is achieved, the loss of soil is prevented, the soil energy is protected, and the problems that the red bricks are needed when the assembly type building lap joint is carried out, but the main raw material of the red bricks is soil, the soil is easily lost, and the soil is a non-renewable resource are solved.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the earthquake-proof steel net according to the present invention;
FIG. 3 is a schematic top view of the concrete wall of the present invention;
FIG. 4 is a schematic structural view of a mixed lime-soil backfill layer according to the present invention;
fig. 5 is a schematic sectional view of the concrete roof panel according to the present invention.
In the figure: 1. a foundation; 2. a terrace; 3. a card slot; 4. a ground surface; 5. a concrete wall; 6. a concrete beam; 7. a concrete top plate; 8. a load-bearing wall; 9. a support bar; 10. an anti-seismic steel mesh; 11. a gravel bedding layer; 12. a sandstone intermediate layer; 13. a mixed lime soil backfill layer; 14. a ceramsite light concrete layer; 15. anti-cracking lacing wire net; 16. high-strength cement light pressure plate; 17. a first rectangular tube; 18. a second rectangular tube.
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.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The foundation 1, the terrace 2, the clamping groove 3, the ground 4, the concrete wall 5, the concrete beam 6, the concrete roof 7, the bearing wall 8, the support rod 9, the earthquake-proof steel mesh 10, the gravel bedding layer 11, the sandstone intermediate layer 12, the mixed lime soil backfill layer 13, the ceramsite light concrete layer 14, the anti-cracking lacing wire mesh 15, the high-strength cement light pressure plate 16, the first rectangular pipe 17 and the second rectangular pipe 18 are all universal standard parts or parts known by technical personnel in the field, and the structure and the principle of the invention can be known by technical manuals or conventional experimental methods.
Referring to fig. 1-5, an assembled energy-saving building lap joint structure comprises a foundation 1, supporting rods 9 are poured around the foundation 1 through cement mortar, the surfaces of the supporting rods 9 are in close contact with the inner cavity of the foundation 1, the top of the foundation 1 is fixedly connected with a ground 4, the top of the ground 4 is connected with a terrace 2 through the cement mortar, clamping grooves 3 are formed around the terrace 2, the inner cavity of each clamping groove 3 is connected with the upper end of the outer surface of the corresponding supporting rod 9 through the cement mortar in a pouring manner, the periphery of the terrace 2 is connected with a concrete wall body 5 through the cement mortar, the inner side of the concrete wall body 5 is connected with a concrete beam 6 through the cement mortar, two sides of the concrete beam 6 are fixedly connected with the upper end of the inner side of the concrete wall body 5 through the cement mortar, the bottom of the concrete beam 6 is connected with a bearing wall 8, the top of the concrete wall 5 is connected with a concrete top plate 7 through cement mortar pouring, the inner cavity of the concrete wall 5 is integrally connected with an anti-seismic steel mesh 10 through the cement mortar and a mould, the effect of building lap joint without red bricks is achieved, the purpose of saving the earth energy is achieved, the earth loss is prevented, the earth energy is protected, the concrete top plate 7 comprises a first rectangular pipe 17 and a second rectangular pipe 18, the first rectangular pipe 17 and the second rectangular pipe 18 are welded in a staggered mode, the tops of the first rectangular pipe 17 and the second rectangular pipe 18 are connected with a high-strength cement light pressure plate 16 through the cement mortar, the surface of the high-strength cement light pressure plate 16 is provided with an anti-cracking lacing wire net 15, the top of the high-strength cement light pressure plate 16 and the top of the anti-cracking lacing wire net 15 are connected with a ceramsite light concrete layer 14 in a pouring mode, and the ceramsite light concrete layer 14 wraps the surface of the concrete top plate, the foundation 1 comprises a gravel bedding layer 11, a sand-stone middle layer 12 and a mixed lime-soil backfill layer 13, the top of the gravel bedding layer 11 and the sand-stone middle layer 12 are arranged in a staggered mode, the mixed lime-soil backfill layer 13 is located on the top of the gravel bedding layer 12 and the top of the sand-stone middle layer 12, the surface of the gravel bedding layer 11 is in close contact with the surface of the sand-stone middle layer 12 through the mixed lime-soil backfill layer 13, the particle size of the gravel bedding layer 11 is 20-30 mm, the thickness of the sand-stone middle layer 12 is 50-120 cm, the strength grade of the mixed lime-soil backfill layer 13 is C10-C30, the surface of the concrete wall body 5 is coated with a cement mortar layer, and the surface of the cement mortar layer is coated with a heat.
When the concrete floor is used, a user fills the gravel bottom layer 11 into the inner cavity of the foundation 1, the gravel middle layer 12 is added after the gravel bottom layer 11 is filled, the gravel middle layer 12 is backfilled and tamped through the mixed lime-soil backfill layer 13, the support rods 9 are inserted into the inner cavity of the foundation 1, and water machine mortar is poured between the surface of the support rods 9 and the periphery of the foundation 1, at the moment, the user places the floor 2 on the top of the foundation 1 and pours the concrete wall 5 around the floor 2, the concrete cross beams 6 and the bearing wall 8 are arranged, so that the bearing effect is achieved, at the moment, the user fixedly connects the concrete top plate 7 with the top of the concrete wall 5 through the cement mortar, the problem that red bricks are needed when the assembly type building is lapped is solved, but the main raw materials of the red bricks are earth, so that the earth is easy to lose, and soil is a problem of non-renewable resources.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an energy-conserving building overlap joint structure of assembled, includes ground (1), its characterized in that: the concrete foundation is characterized in that supporting rods (9) are poured around the foundation (1) through cement mortar, the surface of each supporting rod (9) is in close contact with the inner cavity of the foundation (1), the top of the foundation (1) is fixedly connected with the ground (4), the top of the ground (4) is connected with a terrace (2) through the cement mortar, clamping grooves (3) are formed around the terrace (2), the inner cavity of each clamping groove (3) is connected with the upper end of the outer surface of each supporting rod (9) through the cement mortar in a pouring mode, the periphery of the terrace (2) is connected with a concrete wall body (5) through the cement mortar, the inner side of each concrete wall body (5) is connected with a concrete cross beam (6) through the cement mortar, the two sides of each concrete cross beam (6) are fixedly connected with the upper end of the inner side of each concrete wall body (5) through the cement mortar, and the, the bottom of bearing wall (8) is through the top fixed connection of cement mortar and terrace (2), the top of concrete wall (5) is connected with concrete roof (7) through cement mortar pouring, the inner chamber of concrete wall (5) is connected with antidetonation steel mesh (10) through cement mortar and mould whole combination.
2. The assembled energy-saving building lap joint structure according to claim 1, wherein: the concrete roof (7) comprises a first rectangular pipe (17) and a second rectangular pipe (18), the first rectangular pipe (17) and the second rectangular pipe (18) are welded in a staggered mode, the tops of the first rectangular pipe (17) and the second rectangular pipe (18) are connected with a high-strength cement light pressure plate (16) through cement mortar, an anti-cracking lacing wire net (15) is arranged on the surface of the high-strength cement light pressure plate (16), a ceramsite light concrete layer (14) is connected to the top of the high-strength cement light pressure plate (16) in a pouring mode and located at the top of the anti-cracking lacing wire net (15), and the ceramsite light concrete layer (14) wraps the surface of the concrete roof (7).
3. The assembled energy-saving building lap joint structure according to claim 1, wherein: ground (1) is including rubble bedding course (11), grit intermediate level (12) and mixed lime-soil backfill layer (13), the top and the crisscross setting in grit intermediate level (12) of rubble bedding course (11), mixed lime-soil backfill layer (13) are located the top of top and grit intermediate level (12), and make the surface of rubble bedding course (11) and the surface in close contact with in grit intermediate level (12) through mixed lime-soil backfill layer (13).
4. The assembled energy-saving building lap joint structure according to claim 1, wherein: the particle size of the gravel cushion bottom layer (11) is 20-30 mm, the thickness of the gravel middle layer (12) is 50-120 cm, and the strength grade of the mixed lime-soil backfill layer (13) is C10-C30.
5. The assembled energy-saving building lap joint structure according to claim 1, wherein: the surface of the concrete wall body (5) is coated with a cement mortar layer, and the surface of the cement mortar layer is coated with a heat-insulating coating layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010273531.3A CN111441466A (en) | 2020-04-09 | 2020-04-09 | Assembled energy-conserving building overlap joint structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010273531.3A CN111441466A (en) | 2020-04-09 | 2020-04-09 | Assembled energy-conserving building overlap joint structure |
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| CN111441466A true CN111441466A (en) | 2020-07-24 |
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| CN202010273531.3A Pending CN111441466A (en) | 2020-04-09 | 2020-04-09 | Assembled energy-conserving building overlap joint structure |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929216A (en) * | 2010-08-10 | 2010-12-29 | 北京交通大学 | Light-steel damping composite wallboard |
| KR20160047641A (en) * | 2014-10-22 | 2016-05-03 | 서울시립대학교 산학협력단 | Steel mesh attached seismic retrofit band and masonry wall reinforcing method using the same |
| CN107780576A (en) * | 2016-08-30 | 2018-03-09 | 谢志强 | A kind of assembled architecture bottom composite floor and its connected mode |
| CN107989023A (en) * | 2017-12-09 | 2018-05-04 | 温州振东园林工程有限公司 | A kind of Construction of Soft Soil Subgrade technique |
| CN208267198U (en) * | 2018-03-30 | 2018-12-21 | 河北众鹏新材料科技有限公司 | A kind of building profiled sheet and combination floor support plate |
| CN209040379U (en) * | 2018-09-30 | 2019-06-28 | 安徽远山电力工程有限公司 | A kind of light-duty composite floor of assembling type steel structure house |
| CN209975736U (en) * | 2019-05-03 | 2020-01-21 | 惠州尚翔建设工程有限公司 | Lap joint assembly type energy-saving building |
-
2020
- 2020-04-09 CN CN202010273531.3A patent/CN111441466A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101929216A (en) * | 2010-08-10 | 2010-12-29 | 北京交通大学 | Light-steel damping composite wallboard |
| KR20160047641A (en) * | 2014-10-22 | 2016-05-03 | 서울시립대학교 산학협력단 | Steel mesh attached seismic retrofit band and masonry wall reinforcing method using the same |
| CN107780576A (en) * | 2016-08-30 | 2018-03-09 | 谢志强 | A kind of assembled architecture bottom composite floor and its connected mode |
| CN107989023A (en) * | 2017-12-09 | 2018-05-04 | 温州振东园林工程有限公司 | A kind of Construction of Soft Soil Subgrade technique |
| CN208267198U (en) * | 2018-03-30 | 2018-12-21 | 河北众鹏新材料科技有限公司 | A kind of building profiled sheet and combination floor support plate |
| CN209040379U (en) * | 2018-09-30 | 2019-06-28 | 安徽远山电力工程有限公司 | A kind of light-duty composite floor of assembling type steel structure house |
| CN209975736U (en) * | 2019-05-03 | 2020-01-21 | 惠州尚翔建设工程有限公司 | Lap joint assembly type energy-saving building |
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Application publication date: 20200724 |