CN107012876A - One kind collaboration monoblock type foundation and building enclosure and its construction method - Google Patents
One kind collaboration monoblock type foundation and building enclosure and its construction method Download PDFInfo
- Publication number
- CN107012876A CN107012876A CN201710430943.1A CN201710430943A CN107012876A CN 107012876 A CN107012876 A CN 107012876A CN 201710430943 A CN201710430943 A CN 201710430943A CN 107012876 A CN107012876 A CN 107012876A
- Authority
- CN
- China
- Prior art keywords
- basement
- building enclosure
- region
- floor
- swash 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- 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
Abstract
One kind collaboration monoblock type foundation and building enclosure and its construction method, including building enclosure, foundation, supporting jointing system, the structure position such as backfill region；The building enclosure is made up of drilled pile, waterproof between piles curtain and Recyclable anchor rope；The foundation includes basement agent structure and underground piling strtucture, and the basement agent structure is made up of basement side wall, basement bottom board, basement intermediate layer floor, basement roof, basement frame column structure position；The building enclosure is connected with basement agent structure by supporting jointing system；Using the invention enables each layer interior space of whole basement agent structure, connection docking can be carried out by the supporting jointing swash plate region upper and lower floor interior space adjacent with basement, or the ground first floor or outdoor ground road；And then each layer interior space is effectively improved in basement agent structure as parking lot or the efficiency of actual of other purposes.
Description
Technical field
The present invention relates to building engineering field, more particularly to a kind of foundation and the cooperative structure of building enclosure
System.
Background technology
With the development of society, the quickening of urbanization process, people develop more next to valuable Underground Space Resource
More, the number of plies of basement also gradually increases, and the problem of coming one after another also occurs therewith.Due to the construction of general foundation pit enclosure structure
After the completion of, backfill sandstone or soil between agent structure and building enclosure, and general sandstone or soil and agent structure and foundation pit enclosure
Frictional force between structure is smaller, and collective effect is not obvious between causing three, the effect of building enclosure is wasted significantly, simultaneously
Basement agent structure is acted on by groundwater effect or by upper load, is also easily produced and is floated or settle；Meanwhile, by
Typically all stretched out beyond basement building enclosure very over long distances in the ruggedized construction of foundation pit enclosure structure, when agent structure is completed
Afterwards, this part reinforcement structure is completion effect, the waste that material is not only caused in soil is discarded into, while also to building periphery
Facility affect, if such as periphery road, then may change to moving for later stage pipeline, perform etc. and causing in a big way
Influence, if vacant lot, it is likely that the continual exploitation of scope beside the later stage is made a big impact.
The content of the invention
It is an object of the invention to the defect for overcoming prior art, there is provided a kind of building enclosure and foundation agent structure
The force structure system of synergy, i.e.,：Monoblock type foundation and building enclosure are cooperateed with, its working procedure is simple, to construction
Peripheral extent impacts also smaller, and the temporal material of building enclosure can repeat to recycle, and reduce the waste of material, and energy
Enough make the technology of the stress performance enhancing of foundation agent structure in itself, the collaboration monoblock type foundation and building enclosure
What scheme was realized in：
One kind collaboration monoblock type foundation and building enclosure, including building enclosure, foundation, supporting jointing system,
The structure positions such as backfill region；The building enclosure is made up of drilled pile, waterproof between piles curtain and Recyclable anchor rope, described to bore
Hole stake inner side is provided with breast beam structure, and the breast beam structure matches with each floor plate height and position of the basement agent structure
Correspondence so that be arranged on the backplanes support coupling beam between breast beam structure and each floor plate of basement agent structure, intermediate layer
Form bracing coupling beam, top plate supporting coupling beam are arranged horizontally；Building enclosure anchor cable is further fixedly arranged on the breast beam structure,
The anchor cable is Recyclable anchor rope；The foundation includes basement agent structure and underground piling strtucture, the basement
Agent structure is tied by basement side wall, basement bottom board, basement intermediate layer floor, basement roof, basement frame column etc.
Structure position is constituted；The underground piling strtucture is to be arranged on the prefabricated concrete pipe pile structure below basement bottom board；It is described to enclose
It is backfill region that " returning " type formed between protection structure and basement agent structure, which encloses space,；The building enclosure and basement
Agent structure is connected by supporting jointing system；The supporting jointing system includes backplanes support coupling beam, intermediate layer form bracing
Coupling beam, top plate supporting coupling beam, supporting jointing swash plate；It is connected on the inside of the supporting jointing swash plate with basement side wall, supporting jointing
It is connected with building enclosure on the outside of swash plate, the connection of the supporting jointing swash plate and basement side wall and building enclosure is joined place,
Oblique breast beam structure is set；The top of the supporting jointing swash plate, its adjacent last layer intermediate layer form bracing coupling beam or top plate branch
The position of support coupling beam, which is moved down, is arranged on oblique breast beam structure respective heights position.
Further, the backfill region is divided into plain concrete backfill region, supporting jointing swash plate region, sand back filled region
Domain；The plain concrete backfill region is the backfill region below backplanes support coupling beam height and position；The sand backfills region
For below ground, more than backplanes support coupling beam height and position, then the remaining backfill region in supporting jointing swash plate region is removed.
Further, the supporting jointing swash plate region, should include lower end starting support connection flat plate section, and supporting jointing is oblique
Plate, upper end reaches support connection flat plate section；The lower end starting support connection flat plate section and the basement bottom of respective heights position
Plate or the connection docking of basement intermediate layer floor, the upper end reaches support connection flat plate section and the basement of respective heights position
Intermediate layer floor or basement roof or the docking of outdoor ground path connected；The lower end starting support connection flat plate section or on
End reaches support connection flat plate section and the position that is docked and connected of basement bottom board or basement intermediate layer floor or basement roof
The door opening hole of dimension is offered on place, the basement side wall.
Further, the supporting jointing swash plate region can be adjacent upper and lower two layers as basement, or basement negative one layer
With the ground first floor or the connection road of outdoor ground road；Each layer interior space of whole basement agent structure, can pass through
The supporting jointing swash plate region upper and lower floor interior space adjacent with basement, or the ground first floor or outdoor ground road are carried out
Connection docking；And then each layer interior space is effectively improved in basement agent structure as parking lot or the reality of other purposes
Service efficiency.
Further, the backplanes support coupling beam is plain concrete beam, the intermediate layer form bracing coupling beam and top
Plate support coupling beam is armored concrete beam.
A kind of construction method of collaboration monoblock type foundation and building enclosure, its working procedure is mainly as follows：
(1) foundation pit enclosure structure, i.e. drilled pile and waterproof between piles curtain are performed first；
(2) breast beam structure and Recyclable anchor rope structure on the inside of drilled pile are performed in earth excavation, foundation ditch bottom is arrived until digging
Portion；
(3) underground piling strtucture, basement bottom board and peripheral floor support coupling beam are performed；
(4) plain concrete region below supporting jointing swash plate region is gathered materials using plain concrete and carries out backfill construction；
(5) basement side wall and basement frame column, the last layer basement to be onstructed to more than basement bottom board are performed
During the floor of intermediate layer, the intermediate layer form bracing coupling beam and supporting jointing swash plate on periphery are performed, and lower end starting support connects
Connect flat plate section and upper end reaches support connection flat plate section；Remove the corresponding recoverable parts structure of Recyclable anchor rope and reclaim, after
Continuous according to said method construction last layer structure is until basement roof；
(6) gathered materials backfill plain concrete region using plain concrete, basement bottom board branch is backfilled to by designed elevation requirement
Support after coupling beam height and position, use sand instead and continue Cast-in-situ Piles in Sand-filling earthen backfill region until ground.
The present invention beneficial aspects be：The present invention between building enclosure and foundation by setting supporting jointing body
System, significantly enhances and cooperates with monolithic construction stress to act between building enclosure and foundation；Using Recyclable anchor rope knot
Structure, use of the reduction building enclosure to material and resource, while making influence reduction of the foundation pit enclosure construction to surrounding enviroment；Entirely
Each layer interior space of basement agent structure, can pass through supporting jointing swash plate region upper and lower floor room adjacent with basement
Interior space, or the ground first floor or outdoor ground road carry out connection docking；Effectively improve each layer in basement agent structure
The interior space is used as parking lot or the efficiency of actual of other purposes.
Brief description of the drawings
Fig. 1 is overall structure sectional schematic diagram of the present invention；
Fig. 2 is structure section schematic diagram between stake of the present invention, wall；
Fig. 3 is that " returning " type of the invention encloses space schematic diagram.
Reference：1- drilled piles, 11- waterproof between piles curtains, 12- breast beam structures, 2- basement agent structures, 21-
Lower room side wall, 22- basement bottom boards, 23- basements intermediate layer floor, 24- basement roofs, 25- basement frame columns, 3- branch
Support link system, 31- backplanes support coupling beams, 32- intermediate layers form bracing coupling beam, 33- top plate supporting coupling beams, 34- supporting jointings
Swash plate, 35- lower ends starting support connection flat plate section, 36- upper ends reach support connection flat plate section, and 4- undergrounds piling strtucture, 5- is returned
Fill out region, 51- plain concrete regions, 52- supporting jointing swash plates region, 53- sands backfill region, 6- ground, 7- anchor cables.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
As shown in FIG. 1 to 3, a kind of collaboration monoblock type foundation and building enclosure, including building enclosure, ground base
Plinth, supporting jointing system, the structure position such as backfill region；The building enclosure is by drilled pile 1, waterproof between piles curtain 11 and can
Reclaim anchor cable 7 to constitute, the inner side of drilled pile 1 is provided with breast beam structure 12, the breast beam structure 12 and the basement main body
Each floor plate height and position of structure 2 matches correspondingly so that be arranged on breast beam structure 12 and each floor plate of basement agent structure 2
Between the backplanes support coupling beam 31, intermediate layer form bracing coupling beam 32, top plate supporting coupling beam 33 be arranged horizontally；It is described
Building enclosure anchor cable 7 is further fixedly arranged on breast beam structure 12, the anchor cable 7 is Recyclable anchor rope；The foundation includes
Basement agent structure 2 and underground piling strtucture 4, the basement agent structure 2 is by basement side wall 21, basement bottom board
22nd, the structure position such as basement intermediate layer floor 23, basement roof 24, basement frame column 25 is constituted；The underground pile foundation
Structure 4 is to be arranged on prefabricated concrete pipe pile structure of the basement bottom board below 22；The building enclosure and basement body junction
It is backfill region that " returning " type formed between structure 2, which encloses space,；The building enclosure passes through the company of support with basement agent structure 2
Knot body is 3 connections；The supporting jointing system 3 includes backplanes support coupling beam 31, intermediate layer form bracing coupling beam 32, top plate supporting
Coupling beam 33, supporting jointing swash plate 34；The inner side of supporting jointing swash plate 34 is connected with basement side wall 21, supporting jointing swash plate 34
Outside is connected with building enclosure, and the connection of the supporting jointing swash plate 34 and basement side wall 21 and building enclosure is joined place,
Oblique breast beam structure 12 is set；The top of the supporting jointing swash plate 34, its adjacent last layer intermediate layer form bracing coupling beam 32 or
The position of top plate supporting coupling beam 33, which is moved down, is arranged on oblique breast beam structure respective heights position.
In specific implementation, 5 points of the backfill region is that plain concrete backfills region 51, supporting jointing swash plate region 52, sand
Earthen backfill region 53；The plain concrete backfill region 51 is the backfill region below the height and position of backplanes support coupling beam 31；Institute
State sand and backfill region 53 for below ground, more than the height and position of backplanes support coupling beam 31, then remove supporting jointing swash plate region
52 remaining backfill region.
In specific implementation, the supporting jointing swash plate region 52 should include lower end starting support connection flat plate section 35, support
Link swash plate 34, upper end reaches support connection flat plate section 36；The lower end starting support connection flat plate section 35 and respective heights position
Basement bottom board 22 or basement intermediate layer floor 23 the connection docking put, the upper end reach support connection flat plate section 36 with it is right
Answer basement intermediate layer floor 23 or basement roof 24 or the docking of the path connected of outdoor ground 6 of height and position；Under described
End starting support connection flat plate section 35 or upper end reach support connection flat plate section 36 and basement bottom board 22 or basement intermediate layer
Being docked and connected at position for floor 23 or basement roof 24, offers the door opening hole of dimension on the basement side wall 21
Mouthful.
In specific implementation, the supporting jointing swash plate region 52 can be adjacent upper and lower two layers as basement, or basement is negative
One layer with the ground first floor or the connection road of outdoor ground road；Each layer interior space of whole basement agent structure 2,
Pass through the upper and lower floor interior space adjacent with basement of supporting jointing swash plate region 52, or the ground first floor or outdoor ground road
Road carries out connection docking；And then each layer interior space is effectively improved in basement agent structure as parking lot or other purposes
Efficiency of actual.
In specific implementation, the backplanes support coupling beam 31 is plain concrete beam, the intermediate layer form bracing coupling beam
32 and top plate supporting coupling beam 33 be armored concrete beam.
A kind of construction method of collaboration monoblock type foundation and building enclosure, its working procedure is mainly as follows：
(1) foundation pit enclosure structure, i.e. drilled pile 1 and waterproof between piles curtain 11 are performed first；
(2) breast beam structure 12 and the structure of Recyclable anchor rope 7 on the inside of drilled pile are performed in earth excavation, foundation ditch is arrived until digging
Bottom；
(3) underground piling strtucture 4, basement bottom board 22 and peripheral floor support coupling beam 31 are performed；
(4) progress backfill of gathering materials the use plain concrete of plain concrete region 51 of the supporting jointing swash plate region below 52 is applied
Work；
(5) basement side wall 21 and basement frame column 25, the last layer to be onstructed to basement bottom board more than 22 are performed
During the floor 23 of basement intermediate layer, the intermediate layer form bracing coupling beam 32 and supporting jointing swash plate 34 on periphery are performed, and under
End starting support connection flat plate section 35 and upper end reach support connection flat plate section 36；Remove Recyclable anchor rope 7 corresponding recyclable
Modular construction is simultaneously reclaimed, and the last layer structure that continues according to said method to construct is until basement roof 24；
(6) gathered materials using plain concrete and backfill plain concrete region 51, basement bottom board is backfilled to by designed elevation requirement
Support after the height and position of coupling beam 31, use sand instead and continue Cast-in-situ Piles in Sand-filling earthen backfill region 53 until ground.
It is using beneficial aspects of the invention：The present invention between building enclosure and foundation by setting supporting jointing
System, significantly enhances and cooperates with monolithic construction stress to act between building enclosure and foundation；Using Recyclable anchor rope
Structure, use of the reduction building enclosure to material and resource, while making influence reduction of the foundation pit enclosure construction to surrounding enviroment；It is whole
Each layer interior space of individual basement agent structure, can pass through supporting jointing swash plate region upper and lower floor adjacent with basement
The interior space, or the ground first floor or outdoor ground road carry out connection docking；Effectively improve each in basement agent structure
The layer interior space is used as parking lot or the efficiency of actual of other purposes.
The technology contents and technical characteristic of the present invention have revealed that as above those skilled in the art are still potentially based on this
The teaching of invention and make the replacement and modification without departing substantially from essence of the invention, therefore, the scope of the present invention is not limited to embodiment
Disclosed content, also including various replacements and modification without departing substantially from essence of the invention.
Claims (6)
1. one kind collaboration monoblock type foundation and building enclosure, it is characterised in that：Including building enclosure, foundation, support
Link system, the structure position such as backfill region；The building enclosure is by drilled pile, waterproof between piles curtain and Recyclable anchor rope group
Into the drilled pile inner side is provided with breast beam structure, the breast beam structure and each layer FFL of the basement agent structure
Position matches correspondingly so that the backplanes support being arranged between breast beam structure and each floor plate of basement agent structure connects
Beam, intermediate layer form bracing coupling beam, top plate supporting coupling beam are arranged horizontally；It is further fixedly arranged on and goes along with sb. to guard him on the breast beam structure
Structure anchor cable, the anchor cable is Recyclable anchor rope；The foundation includes basement agent structure and underground piling strtucture, institute
Basement agent structure is stated by basement side wall, basement bottom board, basement intermediate layer floor, basement roof, basement frame
Trestle structure position is constituted；The underground piling strtucture is to be arranged on the prefabricated concrete pipe pile structure below basement bottom board；
It is backfill region that " returning " type formed between the building enclosure and basement agent structure, which encloses space,；The building enclosure with
Basement agent structure is connected by supporting jointing system；The supporting jointing system includes backplanes support coupling beam, middle floor
Plate support coupling beam, top plate supporting coupling beam, supporting jointing swash plate；It is connected, props up with basement side wall on the inside of the supporting jointing swash plate
Support links to be connected on the outside of swash plate with building enclosure, and the supporting jointing swash plate and the connection of basement side wall and building enclosure are joined
Place, is respectively provided with oblique breast beam structure；The top of the supporting jointing swash plate, its adjacent last layer intermediate layer form bracing coupling beam or top
The position of plate support coupling beam, which is moved down, is arranged on oblique breast beam structure respective heights position.
2. a kind of collaboration monoblock type foundation according to claim 1 and building enclosure, it is characterised in that：The backfill
Region is divided into plain concrete backfill region, supporting jointing swash plate region, sand backfill region；The plain concrete backfill region is
Backfill region below backplanes support coupling beam height and position；The sand backfill region is below ground, and backplanes support coupling beam is high
Spend more than position, then remove the remaining backfill region in supporting jointing swash plate region.
3. a kind of collaboration monoblock type foundation according to claim 1 and building enclosure, it is characterised in that：, the branch
Support links swash plate region, should include lower end starting support connection flat plate section, supporting jointing swash plate, upper end reaches support connection flat board
Section；The lower end starting support connection flat plate section is connected with the basement bottom board or basement intermediate layer floor of respective heights position
Docking, the upper end reach support connection flat plate section and respective heights position basement intermediate layer floor or basement roof or
Outdoor ground path connected is docked；In the lower end, starting support connection flat plate section or upper end reach support connection flat plate section and ground
Being docked and connected at position for lower room bottom plate or basement intermediate layer floor or basement roof, is offered on the basement side wall
The door opening hole of dimension.
4. a kind of collaboration monoblock type foundation according to claim 1 and building enclosure, it is characterised in that：The support
Linking swash plate region can be adjacent upper and lower two layers as basement, or basement negative one layer and the ground first floor or outdoor ground road
Connection road；Each layer interior space of whole basement agent structure, can pass through supporting jointing swash plate region and basement
The adjacent upper and lower floor interior space, or the ground first floor or outdoor ground road carry out connection docking.
5. a kind of collaboration monoblock type foundation according to claim 1 and building enclosure, it is characterised in that：The bottom plate
Support coupling beam is plain concrete beam, and the intermediate layer form bracing coupling beam and top plate supporting coupling beam are reinforced beam
Component.
6. the construction method of a kind of collaboration monoblock type foundation and building enclosure, it is characterised in that including following working procedure：
(1) foundation pit enclosure structure, i.e. drilled pile and waterproof between piles curtain are performed first；
(2) breast beam structure and Recyclable anchor rope structure on the inside of drilled pile are performed in earth excavation, bottom of foundation ditch is arrived until digging；
(3) underground piling strtucture, basement bottom board and peripheral floor support coupling beam are performed；
(4) plain concrete region below supporting jointing swash plate region is gathered materials using plain concrete and carries out backfill construction；
(5) perform in the middle of basement side wall and basement frame column, the last layer basement to be onstructed to more than basement bottom board
During floor plate, the intermediate layer form bracing coupling beam and supporting jointing swash plate on periphery are performed, and lower end starting support connection is put down
Plate section and upper end reach support connection flat plate section；Remove the corresponding recoverable parts structure of Recyclable anchor rope and reclaim, continue to press
The method construction last layer structure is until basement roof；
(6) gathered materials backfill plain concrete region using plain concrete, being backfilled to basement bottom board support by designed elevation requirements connects
Behind depth of beam position, use sand instead and continue Cast-in-situ Piles in Sand-filling earthen backfill region until ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710430943.1A CN107012876A (en) | 2017-06-09 | 2017-06-09 | One kind collaboration monoblock type foundation and building enclosure and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710430943.1A CN107012876A (en) | 2017-06-09 | 2017-06-09 | One kind collaboration monoblock type foundation and building enclosure and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107012876A true CN107012876A (en) | 2017-08-04 |
Family
ID=59452339
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710430943.1A Withdrawn CN107012876A (en) | 2017-06-09 | 2017-06-09 | One kind collaboration monoblock type foundation and building enclosure and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107012876A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166611A (en) * | 2018-01-11 | 2018-06-15 | 何德学 | A kind of underground space building structure |
| CN113482213A (en) * | 2021-06-25 | 2021-10-08 | 五冶集团上海有限公司 | Basement backfill soil layer structure floor slab construction method |
-
2017
- 2017-06-09 CN CN201710430943.1A patent/CN107012876A/en not_active Withdrawn
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108166611A (en) * | 2018-01-11 | 2018-06-15 | 何德学 | A kind of underground space building structure |
| CN113482213A (en) * | 2021-06-25 | 2021-10-08 | 五冶集团上海有限公司 | Basement backfill soil layer structure floor slab construction method |
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Application publication date: 20170804 |