CN105926673A - Method for synchronously constructing vehicle slopes and floor structures in reverse construction - Google Patents
Method for synchronously constructing vehicle slopes and floor structures in reverse construction Download PDFInfo
- Publication number
- CN105926673A CN105926673A CN201610352164.XA CN201610352164A CN105926673A CN 105926673 A CN105926673 A CN 105926673A CN 201610352164 A CN201610352164 A CN 201610352164A CN 105926673 A CN105926673 A CN 105926673A
- Authority
- CN
- China
- Prior art keywords
- ramp
- construction
- floor
- car ramp
- layer
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H6/00—Buildings for parking cars, rolling-stock, aircraft, vessels or like vehicles, e.g. garages
- E04H6/08—Garages for many vehicles
- E04H6/10—Garages for many vehicles without mechanical means for shifting or lifting vehicles, e.g. with helically-arranged fixed ramps, with movable ramps
Abstract
The invention discloses a method for synchronously constructing vehicle slopes and floor structures in reverse construction. The method comprises the following steps: (1) a floor B0 and a floor B1 of a basement structure are constructed in sequence; and temporary supports are arranged on a top plate according to the stress demands; (2) a lower-layer earthwork is excavated; and meanwhile, a vehicle slope on the floor is constructed in the floor B1 structure; (3) the steps (1) to (2) are repeated until a vehicle slope from a floor Bn-1 to a floor Bn-2 is constructed; and (4) a basement baseplate is constructed; and then, a vehicle slope on a bottommost floor of the basement structure is constructed. The method for synchronously constructing the vehicle slopes and the floor structures in reverse operation solves the difficulty that the basement structure is difficult to synchronously construct with side walls of the vehicle slopes in reverse construction, realizes synchronous reverse construction of the vehicle slopes and the basement structure, is early in forming time of the vehicle slopes, is easy to guarantee the progress, and prevents such difficulties as support replacement, drilling away of support beams and outward conveying of waste concrete caused by reverse construction of the basement and forward construction of the slopes through conventional methods.
Description
Technical field
The present invention relates to the realm of building construction, Tong Bu with floor structure particularly to car ramp in a kind of inverse work
The method of construction.
Background technology
Along with the fast development of large deep foundation pit engineering, reverse construction application is more and more.Tradition contrary sequence method
In construction, car ramp both sides concrete wall is difficult to and basement structure synchronous construction, therefore car ramp
Standard practice be that first adverse construction method completes basement structure again along making construction car ramp, car ramp is overall
The construction deadline is the most later, it is impossible to meet basement later stage masonry project, installing engineering, eggshell finish work
The lot of materials traffic requirements that journey and the engineering construction of hard-cover decorations need.Meanwhile, in Normal practice implementation process,
Needing limit to tear support edge construction car ramp open, speed of application is extremely slow, and secondary deformation is big;And prop up temporarily
Support is difficult to apply in car ramp structure, it is necessary to all remove a large amount of wastes causing material.
Summary of the invention
The present invention provides a kind of car ramp and the method for floor structure synchronous construction in inverse work, existing to overcome
Above-mentioned technical problem present in technology.
For solving above-mentioned technical problem, the present invention provide a kind of inverse in making car ramp and floor structure Tong Bu execute
The method of work, including:
Step 1: the B0 layer of basement structure of having constructed successively and B1 layer, and need on top according to stress
Temporary support is set at plate;
Step 2: the excavation B2 layer earthwork, the car ramp plate of this layer of simultaneously constructing in aforementioned B1 layer and slope
Road side wall, and lane plate and ramp side wall are connected with B1 layer underground structure, treat car ramp and ramp side wall
Structural strength removes temporary support after reaching requirement;
Step 3: repeat step 1~2 to the Bn-1 layer car ramp to Bn-2 layer of having constructed;
Step 4: construction basement bottom board, the car ramp of the basement structure bottom of then constructing.
As preferably, every layer of basement structure is provided with lane plate and the side wall junction, ramp of car ramp
Lane plate muscle and reserving rib.
As preferably, in step 2, before carrying out car ramp construction, first at car ramp construction location
Place sets up landing leg hands and hangs foot hands.
As preferably, in step 2, lane plate uses concrete folding technology when being connected with basement structure.
As preferably, described temporary support is reinforced concrete support or steel structure support.
As preferably, temporary support needs to be configured according to stress, and avoids car ramp structure, makes vapour
Constructed continuously in car ramp.
As preferably, temporary support uses the component of repeatable utilization, and when ramp, upper strata, dismounting of having constructed is faced
Time support after, can be used for the temporary support of lower floor.
Compared with prior art, the invention have the advantages that car ramp and flooring in the inverse work of the present invention
The method of structure synchronization construction solves in reverse construction, and basement structure is difficult to same with car ramp side wall
A difficult problem for step construction, it is achieved that car ramp adverse construction method Tong Bu with basement structure, when car ramp is formed
Between early, progress is prone to ensure.And avoid Normal practice inverse make basement along the support replacement brought as ramp,
Cut the difficult problem such as support beam and discarded concrete outward transport.The invention enables basement structure and car ramp structure
Being synchronized construction, car ramp can synchronize to play assistant conveyance function, improves the material of basement construction
Traffic condition, it is ensured that construction speed;Using composite beam technology, node connects reliable, it is ensured that structure is pacified
Entirely;Save material, little on surrounding enviroment impact, it is achieved that efficient, the green construction of car ramp.This
Bright need to be provided with the prefabricated temporary support for horizontal power transmission, simple process according to stress.
Accompanying drawing explanation
Fig. 1~6 is that the every step of method against car ramp in work with floor structure synchronous construction of the present invention performs
Basement structure figure after completing;
Fig. 7~Fig. 9 is car ramp construction schematic diagram.
In figure: 100-basement structure, 210-temporary support, 220-reserving rib, 230-lane plate muscle, 240-
Lane plate, 250-ramp side wall.
Detailed description of the invention
Understandable for enabling the above-mentioned purpose of the present invention, feature and advantage to become apparent from, the most right
The detailed description of the invention of the present invention is described in detail.It should be noted that, accompanying drawing of the present invention all uses simplification
Form and all use non-ratio accurately, only in order to convenient, aid in illustrating the mesh of the embodiment of the present invention lucidly
's.
As shown in Figures 1 to 6, car ramp and floor structure synchronous construction in the inverse work that the present invention provides
Method, including:
Step 1: the B0 layer of basement structure 100 of having constructed successively and B1 layer, refer to Fig. 7 to Fig. 9,
Basement structure 100 and lane plate 240, ramp side wall 250 junction arrange lane plate muscle 230 and reserving rib
220, and need to arrange temporary support 210 in top board appropriate position according to stress.Described temporary support 210
Need to be arranged at every layer of top board of basement structure 100 according to stress, executing of car ramp can be avoided
Territory, work area, therefore car ramp can be constructed continuously, and speed of application is faster than the construction method of routine, and relatively
Decrease the quantity of temporary support in prior art, the present invention need not changing during conventional reverse construction
Support, it is to avoid the foundation ditch secondary deformation that causes due to support replacement process, reduces the impact on foundation ditch surrounding enviroment.
The Rotating fields maintenance of step 2:B1 is to designing requirement, after template that Demolition Construction B1 layer is used and short framed bent,
The earthwork of excavation lower floor;Set up landing leg hands simultaneously in the car ramp position that B1 Rotating fields is corresponding and hang foot hands,
Construct again the lane plate 240 of B0 to B1 layer and ramp side wall 250, treat lane plate 240 and ramp side wall 250
Concrete curing require to design after, remove temporary support 210, ordinary circumstance subinverse makees one layer of basement knot
Structure 100 needs 2 months, and one layer of car ramp of constructing can complete in one month, and therefore, the present invention can
To realize the synchronization adverse construction method of basement structure 100 and car ramp.
Wherein, described ramp side wall 250 is the concrete wall of the Water And Earth Pressures for transmitting level, namely
Being to say, the present invention uses concrete folding technology, enhances the globality of structure, and intensity is high.
Step 3: repetition step 1~2 is to the Bn-1 layer car ramp to Bn-2 layer of having constructed, and n is the most whole
Number, represents the number of plies of basement;
Step 4: construction basement bottom board, the car ramp of basement structure 100 bottom of then constructing.
As preferably, the support beam upper and lower surface of every layer of described basement structure 100 is provided with reserving rib, with
Just with its above or below wall construction high up in the air be attached, overcoming in conventional reverse construction support beam needs
Cut or be connected with wall high up in the air the deficiency of difficulty, decrease cutting of construction period discarded concrete.
As preferably, described temporary support 210 is prefabricated reinforced concrete support or steel structure support, work
Skill is easy, and further, temporary support 210 uses the component of repeatable utilization, when having constructed in ramp, upper strata
Become after removing temporary support 210, can be used for the temporary support 210 of lower floor.
In sum, in the inverse work that the present invention provides, car ramp and the method for floor structure synchronous construction, wrap
Include: step 1: the B0 layer of basement structure 100 of having constructed successively and B1 layer, and according to stress needs
Temporary support 210 is set at top board;Step 2: the excavation lower floor earthwork, constructs in aforementioned B1 layer simultaneously
The car ramp plate 240 of this layer and ramp side wall 250, and by lane plate 240 and ramp side wall 250 and B1
Layer underground structure connects, and removes temporary support 210 after car ramp and sidewall structure intensity reach requirement;Step
Rapid 3: repeat step 1~2 to the Bn-1 layer car ramp to Bn-2 layer of having constructed;Step 4: construction ground
Lower room base plate, the car ramp of basement structure 100 bottom of then constructing.Automobile in the inverse work of the present invention
The method of ramp and floor structure synchronous construction solves in reverse construction, basement structure 100 be difficult to
A difficult problem for car ramp side wall synchronous construction, it is achieved that car ramp is synchronize with basement structure 100 against executing
Work, car ramp forms the time early, and progress is prone to ensure.And it is suitable against making basement to avoid Normal practice
The support replacement brought as ramp, cut the difficult problem such as support beam and discarded concrete outward transport.The invention enables basement
Structure 100 and car ramp structure are synchronized construction, and car ramp can synchronize to play assistant conveyance function,
Improve the material transportation condition of basement construction, it is ensured that construction speed;Use composite beam technology, node
Connect reliable, it is ensured that structural safety;Save material, little on surrounding enviroment impact, it is achieved that car ramp
Efficient, green construction.The present invention needs to be provided with prefabricated propping up for the interim of horizontal power transmission according to stress
Support 210, simple process.
Obviously, those skilled in the art can carry out various change and modification without deviating from the present invention to invention
Spirit and scope.So, if the present invention these amendment and modification belong to the claims in the present invention and
Within the scope of equivalent technologies, then the present invention is also intended to change and including modification include these.
Claims (7)
1. car ramp and the method for floor structure synchronous construction in an inverse work, it is characterised in that including:
Step 1: the B0 layer of basement structure of having constructed successively and B1 layer, and need on top according to stress
Temporary support is set at plate;
Step 2: the excavation B2 layer earthwork, the car ramp plate of this layer of simultaneously constructing in aforementioned B1 layer and slope
Road side wall, and lane plate and ramp side wall are connected with B1 layer underground structure, treat car ramp and ramp side wall
Structural strength removes temporary support after reaching requirement;
Step 3: repeat step 1~2 to the Bn-1 layer car ramp to Bn-2 layer of having constructed;
Step 4: construction basement bottom board, the car ramp of the basement structure bottom of then constructing.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 1,
It is characterized in that, every layer of basement structure is reserved lane plate muscle with lane plate and side wall junction, ramp and reserves
Muscle.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 1,
It is characterized in that, in step 2, lane plate uses concrete folding technology when being connected with basement structure.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 1,
It is characterized in that, in step 2, before carrying out car ramp construction, first at car ramp construction location
Set up landing leg hands and hang foot hands.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 1,
It is characterized in that, described temporary support is reinforced concrete support or steel structure support.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 5,
It is characterized in that, temporary support needs to be configured according to stress, and avoids car ramp structure, makes automobile
Constructed continuously in ramp.
Car ramp and the method for floor structure synchronous construction in a kind of inverse work the most as claimed in claim 5,
It is characterized in that, temporary support uses the component of repeatable utilization, when dismounting has been constructed temporarily in ramp, upper strata
After support, can be used for the temporary support of lower floor.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610352164.XA CN105926673B (en) | 2016-05-25 | 2016-05-25 | A method of car ramp and floor structure synchronous construction in inverse work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610352164.XA CN105926673B (en) | 2016-05-25 | 2016-05-25 | A method of car ramp and floor structure synchronous construction in inverse work |
Publications (2)
Publication Number | Publication Date |
---|---|
CN105926673A true CN105926673A (en) | 2016-09-07 |
CN105926673B CN105926673B (en) | 2019-05-21 |
Family
ID=56842101
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610352164.XA Active CN105926673B (en) | 2016-05-25 | 2016-05-25 | A method of car ramp and floor structure synchronous construction in inverse work |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN105926673B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113089678A (en) * | 2021-04-14 | 2021-07-09 | 中国电建集团华东勘测设计研究院有限公司 | Deep foundation pit unearthing ramp under complex surrounding environment and construction method |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100740527B1 (en) * | 2007-02-01 | 2007-07-18 | 주식회사 선진엔지니어링 종합건축사 사무소 | Underground driveway of road |
CN101255702A (en) * | 2008-02-29 | 2008-09-03 | 刘志宏 | Method for mining construction of inverse practicing project using carriageway method |
CN102493488A (en) * | 2011-12-21 | 2012-06-13 | 上海市第一建筑有限公司 | Construction method for reverse beams and normal plates in foundation pit engineering |
CN103741714A (en) * | 2013-12-09 | 2014-04-23 | 中国建筑第二工程局有限公司 | Construction method for full cover-excavation reverse method of underground engineering |
CN104652444A (en) * | 2013-11-21 | 2015-05-27 | 中冶天工上海十三冶建设有限公司 | Construction method for overall reverse operation of ultra-large type deep foundation pit center island type alternative earth excavation |
-
2016
- 2016-05-25 CN CN201610352164.XA patent/CN105926673B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100740527B1 (en) * | 2007-02-01 | 2007-07-18 | 주식회사 선진엔지니어링 종합건축사 사무소 | Underground driveway of road |
CN101255702A (en) * | 2008-02-29 | 2008-09-03 | 刘志宏 | Method for mining construction of inverse practicing project using carriageway method |
CN102493488A (en) * | 2011-12-21 | 2012-06-13 | 上海市第一建筑有限公司 | Construction method for reverse beams and normal plates in foundation pit engineering |
CN104652444A (en) * | 2013-11-21 | 2015-05-27 | 中冶天工上海十三冶建设有限公司 | Construction method for overall reverse operation of ultra-large type deep foundation pit center island type alternative earth excavation |
CN103741714A (en) * | 2013-12-09 | 2014-04-23 | 中国建筑第二工程局有限公司 | Construction method for full cover-excavation reverse method of underground engineering |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113089678A (en) * | 2021-04-14 | 2021-07-09 | 中国电建集团华东勘测设计研究院有限公司 | Deep foundation pit unearthing ramp under complex surrounding environment and construction method |
Also Published As
Publication number | Publication date |
---|---|
CN105926673B (en) | 2019-05-21 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN100348835C (en) | Construction method of subsurface excavation and layer added by using top layer of existed basement as native cover board | |
CN105804091B (en) | Prestressing combination type steel support and earth excavation coordinative construction engineering method in deep basal pit | |
CN104879144B (en) | The excavating construction method of the underground space is built with array push pipe in soft clay area | |
CN106013053B (en) | A kind of steel sheet pile construction method for supporting for being used to build underground garage open caisson | |
CN204457792U (en) | A kind ofly dig large diameter shield tunnel with many pilot tunnel methods and the subway station of building | |
CN110439574B (en) | Tunnel structure for shield lateral translation starting and slag discharging material conveying and construction method | |
CN103541352B (en) | A kind of at ground, sandy soil stratum major diameter Vertical spots underground continuous construction method | |
CN105736001A (en) | Construction method for building subway station through precast parts | |
CN104652444B (en) | Construction method for overall reverse operation of ultra-large type deep foundation pit center island type alternative earth excavation | |
CN208072415U (en) | Deep foundation pit reinforced concrete support part changes structure | |
JP2001262595A (en) | Building construction method of underground building frame | |
CN107443550A (en) | Prefabricated cushion cap template and its installation method | |
CN103215950B (en) | Pile foundation extension construction method in backfilling area | |
CN105926673A (en) | Method for synchronously constructing vehicle slopes and floor structures in reverse construction | |
CN206352348U (en) | A kind of attachment structure of steel reinforced concrete board wall and steel reinforced concrete laminated floor slab | |
CN106065668A (en) | A kind of construction techniques | |
CN110725343B (en) | Method for preventing existing tunnel from floating upwards in process of unloading earthwork right above tunnel | |
CN210737607U (en) | A hang braced system for reverse construction method beam slab construction | |
CN207672609U (en) | A kind of foundation pit supporting construction also serves as the pipe gallery of main body | |
CN103628684B (en) | A kind of construction method of simultaneously watering build floor and shear wall | |
CN105986830A (en) | Underground-excavation building method for roadside strip-shaped underground garage | |
CN114922191A (en) | Construction method for narrow foundation pit in multiple foundation pits | |
CN211038697U (en) | Underground excavation small-section tunnel construction supporting device | |
CN107012876A (en) | One kind collaboration monoblock type foundation and building enclosure and its construction method | |
CN206844124U (en) | One kind collaboration monoblock type foundation and building enclosure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |