CN107119704A - The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall - Google Patents
The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall Download PDFInfo
- Publication number
- CN107119704A CN107119704A CN201710468979.9A CN201710468979A CN107119704A CN 107119704 A CN107119704 A CN 107119704A CN 201710468979 A CN201710468979 A CN 201710468979A CN 107119704 A CN107119704 A CN 107119704A
- Authority
- CN
- China
- Prior art keywords
- concrete
- groove profile
- precast concrete
- earthen wall
- basis
- 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.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 90
- 239000011178 precast concrete Substances 0.000 title claims abstract description 59
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000002689 soil Substances 0.000 claims abstract description 33
- 238000010606 normalization Methods 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 4
- 238000005457 optimization Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000005034 decoration Methods 0.000 description 1
- 238000001727 in vivo Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The present invention relates to a kind of precast concrete groove profile foundation structure of concrete earthen wall and construction method, it is horizontally arranged in the foundation soil body where concrete earthen wall to have plain concrete cushion layer, on the top construction precast concrete groove profile basis of plain concrete cushion layer；The described U-shaped structure in precast concrete groove profile basis, its horizontal component is arranged on above plain concrete cushion layer, and is in contact with plain concrete cushion layer surface, and two vertical component bottoms of U-shape structure are placed in foundation soil body, and foundation soil body is stretched out on top；Concrete earthen wall is installed in precast concrete groove profile basis, concrete earthen wall and the gap on precast concrete groove profile basis are filled by rear pouring concrete, concrete earthen wall is fixed in precast concrete groove profile basis；The present invention not only accomplishes component standardization, modularization, normalization, and construction is simple, efficiency high, energy-saving and emission-reduction.
Description
Technical field
The present invention relates to a kind of precast concrete groove profile foundation structure of concrete earthen wall and construction method, belong to dress
With formula technical field of buildings.
Background technology
Assembled architecture is carried out energetically by country at present, and precast concrete obtains increasingly extensive application, prefabrication and assembly construction
Enclosure of concrete is the prominent example of prefabrication technology application, and Prefabricated enclosure wall can accomplish component standard
Change, modularization, normalization, it is high construction efficiency rate, steady quality, of low pollution, economy, flexible, attractive in appearance, it is adapted to build in various needs
The occasion popularization and application of enclosure wall.But the installation of prefabricated assembled concrete enclosure wall at the construction field (site) is needed according to foundation condition
Situation sets enclosure wall basis, and this basis is substantially cast-in-place construction at present, there is low construction efficiency, situ wet operation
It is many, construction consumptive material it is many, pollute environment the problems such as.
The content of the invention
The present invention provides a kind of the precast concrete groove profile foundation structure and construction method of concrete earthen wall, not only does
To component standardization, modularization, normalization, and construction is simple, efficiency high, energy-saving and emission-reduction.
The technical solution adopted for the present invention to solve the technical problems is：
The precast concrete groove profile foundation structure of a kind of concrete earthen wall, in the foundation soil sheet where concrete earthen wall
It is horizontally arranged in vivo to have plain concrete cushion layer, on the top construction precast concrete groove profile basis of plain concrete cushion layer；Institute
The U-shaped structure in precast concrete groove profile basis stated, its horizontal component is arranged on above plain concrete cushion layer, and and plain concrete
Mat surface is in contact, and two vertical component bottoms of U-shape structure are placed in foundation soil body, and foundation soil body is stretched out on top；
Concrete earthen wall, concrete earthen wall and precast concrete groove profile basis are installed in precast concrete groove profile basis
Gap filled by rear pouring concrete, make concrete earthen wall be fixed on precast concrete groove profile basis in；
It is used as present invention further optimization, described concrete earthen wall and the U-shape structure on precast concrete groove profile basis
Opening direction is set in the same direction；
As present invention further optimization, the concrete earthen wall is arranged on the interposition on precast concrete groove profile basis
Put, it is identical with the distance between two vertical components on precast concrete groove profile basis；
A kind of construction method of precast concrete groove profile foundation structure on the concrete earthen wall, including following step
Suddenly：First handle foundation soil body well；Plain concrete cushion layer is horizontally set in foundation soil body；In the upper of plain concrete cushion layer
Side is installed by the precast concrete groove profile basis of U-shape structure；The horizontal component on precast concrete groove profile basis is close to plain concrete pad
Layer surface, the bottom of two vertical component is arranged in foundation soil body, and foundation soil body is stretched out on top, now, prefabricated mixed
Solidifying soil box type basis, which is installed, terminates；Then concrete earthen wall right angle setting is entered in precast concrete groove profile basis, wherein,
The distance between concrete earthen wall two vertical components basic with precast concrete groove profile identical, most backward concrete
Pouring concrete after being filled in soil box type basis, by the gap between concrete earthen wall and precast concrete groove profile basis
It is filled up completely with.
By above technical scheme, relative to prior art, the invention has the advantages that：
1st, low construction efficiency, situ wet that concrete earthen wall basis is existed using traditional cast-in-situ construction method are solved
Operation is more, pollution, consumptive material the problems such as.
2nd, can be as enclosure member in plant produced, matter because the basis of prefabricated enclosure wall also uses prefabricated component
Amount is stable, efficiency high, energy-saving and emission-reduction.
3rd, precast concrete groove profile basis can also use different external decorations, and this point according to the architectural style of enclosure wall
It is difficult to complete or cause operating expenses to greatly improve that cast-in-place basis, which is, at the scene.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the overall structure diagram of the preferred embodiments of the present invention；
In figure：1 is concrete earthen wall, and 2 be precast concrete groove profile basis, and 3 be rear pouring concrete, and 4 be foundation soil body,
5 be plain concrete cushion layer.
Embodiment
In conjunction with the accompanying drawings, the present invention is further explained in detail.These accompanying drawings are simplified schematic diagram, only with
Illustration illustrates the basic structure of the present invention, therefore it only shows the composition relevant with the present invention.
As shown in figure 1, the present invention includes following technical characteristic：Concrete earthen wall 1, precast concrete groove profile basis 2,
Pouring concrete 3, foundation soil body 4, plain concrete cushion layer 5 afterwards.
The precast concrete groove profile foundation structure of a kind of concrete earthen wall of the present invention, in concrete earthen wall institute
Foundation soil body in it is horizontally arranged have plain concrete cushion layer, plain concrete cushion layer top construct precast concrete
Groove profile basis；The described U-shaped structure in precast concrete groove profile basis, its horizontal component is arranged on above plain concrete cushion layer,
And be in contact with plain concrete cushion layer surface, two vertical component bottoms of U-shape structure are placed in foundation soil body, and top is stretched out
Foundation soil body；Concrete earthen wall is installed in precast concrete groove profile basis, concrete earthen wall is mixed with prefabricated
The gap on solidifying soil box type basis is filled by rear pouring concrete, concrete earthen wall is fixed on precast concrete groove profile
In basic；
It is used as present invention further optimization, described concrete earthen wall and the U-shape structure on precast concrete groove profile basis
Opening direction is set in the same direction；
As present invention further optimization, the concrete earthen wall is arranged on the interposition on precast concrete groove profile basis
Put, it is identical with the distance between two vertical components on precast concrete groove profile basis；
A kind of construction method of precast concrete groove profile foundation structure on the concrete earthen wall, including following step
Suddenly：First handle foundation soil body well；Plain concrete cushion layer is horizontally set in foundation soil body；In the upper of plain concrete cushion layer
Side is installed by the precast concrete groove profile basis of U-shape structure；The horizontal component on precast concrete groove profile basis is close to plain concrete pad
Layer surface, the bottom of two vertical component is arranged in foundation soil body, and foundation soil body is stretched out on top, now, prefabricated mixed
Solidifying soil box type basis, which is installed, terminates；Then concrete earthen wall right angle setting is entered in precast concrete groove profile basis, wherein,
The distance between concrete earthen wall two vertical components basic with precast concrete groove profile identical, most backward concrete
Pouring concrete after being filled in soil box type basis, by the gap between concrete earthen wall and precast concrete groove profile basis
It is filled up completely with.
From the foregoing, all components of the present invention use prefabricated components, it can not only produce in batches, and can be pre- in advance
System production, not only ensure that quality, also saves the time, and installation steps are simple during construction, improve efficiency of assembling.
Those skilled in the art of the present technique are appreciated that unless otherwise defined, all terms used herein（Including technology art
Language and scientific terminology）With the general understanding identical meaning with the those of ordinary skill in the application art.Should also
Understand, those terms defined in such as general dictionary, which should be understood that, to be had and the meaning in the context of prior art
The consistent meaning of justice, and unless defined as here, will not be explained with idealization or excessively formal implication.
The implication of "and/or" described herein refers to that the simultaneous situation of respective individualism or both is wrapped
Including including.
The implication of " connection " described herein can be that being directly connected between part can also be passed through between part
Other parts are indirectly connected with.
Using the above-mentioned desirable embodiment according to the present invention as enlightenment, by above-mentioned description, relevant staff is complete
Various changes and amendments can be carried out without departing from the scope of the technological thought of the present invention' entirely.The technology of this invention
Property scope is not limited to the content on specification, it is necessary to its technical scope is determined according to right.
Claims (4)
1. a kind of precast concrete groove profile foundation structure of concrete earthen wall, it is characterised in that：In concrete earthen wall
It is horizontally arranged in the foundation soil body at place to have plain concrete cushion layer, concrete of being constructed in the top of plain concrete cushion layer
Soil box type basis；The described U-shaped structure in precast concrete groove profile basis, its horizontal component is arranged in plain concrete cushion layer
Side, and be in contact with plain concrete cushion layer surface, two vertical component bottoms of U-shape structure are placed in foundation soil body, top
Stretch out foundation soil body；Concrete earthen wall is installed in precast concrete groove profile basis, concrete earthen wall with advance
The gap on concrete groove profile basis processed is filled by rear pouring concrete, concrete earthen wall is fixed on precast concrete
In groove profile basis.
2. the precast concrete groove profile foundation structure of concrete earthen wall according to claim 1, it is characterised in that：Institute
The concrete earthen wall stated and the U-shape structure opening direction on precast concrete groove profile basis are set in the same direction.
3. the precast concrete groove profile foundation structure of concrete earthen wall according to claim 1, it is characterised in that：Institute
State the centre position that concrete earthen wall is arranged on precast concrete groove profile basis, its with precast concrete groove profile basis two
The distance between individual vertical component is identical.
4. a kind of construction method of precast concrete groove profile foundation structure on the concrete earthen wall, its feature exists
In：Comprise the following steps：First handle foundation soil body well；Plain concrete cushion layer is horizontally set in foundation soil body；In element
The top of concrete cushion is installed by the precast concrete groove profile basis of U-shape structure；The horizontal component on precast concrete groove profile basis
It is close to plain concrete cushion layer surface, the bottom of two vertical component is arranged in foundation soil body, foundation soil sheet is stretched out on top
Body, now, precast concrete groove profile basis, which is installed, terminates；Then concrete earthen wall right angle setting is entered into concrete soil box
In type basis, wherein, concrete earthen wall is identical with the distance between two vertical components on precast concrete groove profile basis,
Pouring concrete after being filled in most backward precast concrete groove profile basis, by concrete earthen wall and precast concrete groove profile basis
Between gap be filled up completely with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710468979.9A CN107119704A (en) | 2017-06-20 | 2017-06-20 | The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710468979.9A CN107119704A (en) | 2017-06-20 | 2017-06-20 | The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107119704A true CN107119704A (en) | 2017-09-01 |
Family
ID=59718658
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710468979.9A Pending CN107119704A (en) | 2017-06-20 | 2017-06-20 | The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107119704A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589756A (en) * | 2018-06-27 | 2018-09-28 | 湖南省第六工程有限公司 | building foundation structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101395324A (en) * | 2006-03-03 | 2009-03-25 | 考文尼克斯有限公司 | Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling |
| CN104594707A (en) * | 2015-01-19 | 2015-05-06 | 江苏中南建筑产业集团有限责任公司 | Industrial prefabricated assembly type enclosure wall and production technology thereof |
| CN204728813U (en) * | 2015-06-26 | 2015-10-28 | 四川华构住宅工业有限公司 | A kind of assembling cantilever enclosure wall with illuminating line |
| CN106150191A (en) * | 2015-04-15 | 2016-11-23 | 吴方华 | A kind of full ground form assembled light bounding wall system and construction method |
| CN206829166U (en) * | 2017-06-20 | 2018-01-02 | 南京长江都市建筑设计股份有限公司 | A kind of precast concrete groove profile foundation structure of concrete earthen wall |
-
2017
- 2017-06-20 CN CN201710468979.9A patent/CN107119704A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101395324A (en) * | 2006-03-03 | 2009-03-25 | 考文尼克斯有限公司 | Prefabricated reinforced-concrete single-family dwelling and method for erecting said dwelling |
| CN104594707A (en) * | 2015-01-19 | 2015-05-06 | 江苏中南建筑产业集团有限责任公司 | Industrial prefabricated assembly type enclosure wall and production technology thereof |
| CN106150191A (en) * | 2015-04-15 | 2016-11-23 | 吴方华 | A kind of full ground form assembled light bounding wall system and construction method |
| CN204728813U (en) * | 2015-06-26 | 2015-10-28 | 四川华构住宅工业有限公司 | A kind of assembling cantilever enclosure wall with illuminating line |
| CN206829166U (en) * | 2017-06-20 | 2018-01-02 | 南京长江都市建筑设计股份有限公司 | A kind of precast concrete groove profile foundation structure of concrete earthen wall |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589756A (en) * | 2018-06-27 | 2018-09-28 | 湖南省第六工程有限公司 | building foundation structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105908862B (en) | A kind of production method of masonry shell in 3D printing reinforced masonry shear wall | |
| CN107143034A (en) | A kind of assembly concrete frame structure beam column rigid connection node | |
| WO2009011516A3 (en) | Form with reinforcing bars, non-support form system and non-support construction method using the same | |
| NZ597208A (en) | Method for producing a building having a prefabricated wood framework, and resulting building | |
| CN103015597B (en) | A kind of construction method of energy-conservation close rib cavity floor | |
| CN107119704A (en) | The precast concrete groove profile foundation structure and construction method of a kind of concrete earthen wall | |
| CN109629830A (en) | Outer wall of basement construction method and structure | |
| CN201635205U (en) | Spliced type heat-insulation template | |
| CN206829166U (en) | A kind of precast concrete groove profile foundation structure of concrete earthen wall | |
| CN106013229B (en) | A kind of method of construction of stand alone type brick setting antidetonation cave dwelling | |
| CN207919891U (en) | A kind of assembled partial precast part external wrapping concrete combination beam | |
| CN208468658U (en) | A kind of die station being used to prepare precast concrete | |
| CN104060757B (en) | Precast concrete frame supports shear wall wallboard | |
| CN207144237U (en) | Assembled heat insulation concrete walls structural connection and attachment structure | |
| CN206784660U (en) | Multicarity encased steel plate combined concrete shear wall with T-shaped ribbed stiffener | |
| CN207469430U (en) | A kind of assembled arthitecutral structure | |
| CN202324318U (en) | Concrete heat isolation building block | |
| CN102251581B (en) | Steel beam-reinforced concrete floor structure and construction method thereof | |
| CN109591155A (en) | A kind of production method of passive type super low energy consumption outer wall structure of building heat-insulation wall plate | |
| CN207077589U (en) | A kind of concrete plate is molded positioner | |
| CN109057101A (en) | The method of construction and exterior wall of support construction and exterior wall | |
| CN210713387U (en) | Building internal and external corner non-dismantling mould thermal insulation component | |
| CN208830582U (en) | A kind of secondary structure PCization construction masonry | |
| CN204139448U (en) | String reinforced foam concrete composite partition wall plate | |
| CN102161581B (en) | Light wall material produced on site |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170901 |
|
| RJ01 | Rejection of invention patent application after publication |