CN106638998A - Concrete vertical alternative bay construction method - Google Patents
Concrete vertical alternative bay construction method Download PDFInfo
- Publication number
- CN106638998A CN106638998A CN201610899702.7A CN201610899702A CN106638998A CN 106638998 A CN106638998 A CN 106638998A CN 201610899702 A CN201610899702 A CN 201610899702A CN 106638998 A CN106638998 A CN 106638998A
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- Prior art keywords
- storehouse
- vertical
- seam
- level
- construction
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a concrete vertical alternative bay construction method. The method includes the steps that horizontal alternative bay seams of a to-be-constructed structure are divided out in the horizontal direction, and multiple vertical alternative bay seams of the to-be-constructed structure are divided out in the vertical direction; a first section of vertical structure is constructed to the horizontal alternative bay seams and the first vertical alternative bay seams; a first layer of horizontal structure is horizontally constructed on the first section of vertical structure and at the horizontal alternative bay seams in an alternative bay mode; meanwhile, a second section of vertical structure is vertically constructed to the second vertical alternative bay seams and the horizontal alternative bay seams on the first section of vertical structure and at the horizontal alternative bay seams in an alternative bay mode; a second layer of horizontal structure is horizontally constructed on the second section of vertical structure in an alternative bay mode and at the horizontal alternative bay seams; the next section of vertical structure is vertically constructed on the second section of vertical structure to the next vertical alternative bay seam and the horizontal alternative bay seam in an alternative bay mode and at the second vertical alternative bay seams; construction is repeated till construction of the last section of horizontal vertical structure and the last layer of horizontal structure is completed. Construction time is greatly saved.
Description
Technical field
The present invention relates to the realm of building construction, more particularly to a kind of the concrete for setting post-cast strip is not stayed vertically to jump storehouse construction party
Method.
Background technology
In traditional high level (including podium) building construction process, due to structure overlength, need to stay in structure and set post-cast strip,
The time that pours of post-cast strip takes lag structure and pours 60 days or so in itself.Because post-cast strip delays to close, some operations are just
Can delay, can also there is certain risk hidden danger.In the recent period for skyscraper is using the method for cancel the late poured band, after original
Pour band to be changed to jump storehouse construction joint, concrete interval in construction joint both sides pours for more than 7 days.But this method, applies in same layer structure
In work, construction joint both sides have the time difference of 7 days, although shifted to an earlier date than the construction of post-cast strip method, but still had the delay of 7 days.
The content of the invention
The technical problem to be solved is to provide a kind of concrete for being capable of transverse and longitudinal synchronous construction and vertically jumps storehouse
Construction method, can make full use of jump storehouse interval, improve efficiency, time-consuming.
To realize above-mentioned technique effect, the invention discloses a kind of concrete vertically jumps storehouse construction method, including：
The level of structure to be onstructed is marked off in the horizontal direction to storehouse seam is jumped, and knot to be onstructed is marked off in a vertical direction
The multiple tracks of structure vertically jumps storehouse seam；
To the level, to jumping, storehouse seam is vertical with first to jump storehouse seam to construction first paragraph vertical structure；
Level jump storehouse construction ground floor horizontal structure on the first paragraph vertical structure is in the level to storehouse seam is jumped；
Meanwhile, in first it is vertical jump storehouse seam and be on the first paragraph vertical structure vertical storehouse of jumping construct second segment vertical structure to the
Vertically jump storehouse seam and the level and stitch to storehouse is jumped in two roads；
Level jump storehouse construction second layer horizontal structure on the second segment vertical structure is in the level to storehouse seam is jumped；
Meanwhile, vertically jump storehouse seam and be on the second segment vertical structure vertical storehouse of jumping in second and construct next section of vertical structure under
Vertically jump storehouse seam and the level together to stitch to storehouse is jumped；Repeat to construct, until completing final stage vertical structure and last layer
The construction of horizontal structure.
The concrete is vertically jumped storehouse construction method and is further improved by, and is set forth in the level and is in storehouse seam is jumped
The step of level jumps storehouse construction ground floor horizontal structure on the first paragraph vertical structure, including：
It is on reinforcing bar from first paragraph vertical structure to side colligation ground floor horizontal structure, installs to storehouse seam is jumped in level
The template of first level structure；
After the level of the first paragraph vertical structure sows foot jump storehouse condition to jump storehouse, ground floor horizontal structure is poured
Concrete, completes ground floor horizontal structure.
The concrete is vertically jumped storehouse construction method and is further improved by, and is set forth in first vertical storehouse seam of jumping and is in
On the first paragraph vertical structure the step of vertical jump storehouse construction second segment vertical structure, including：
In first it is vertical jump storehouse seam be on first paragraph vertical structure upwards the reinforcing bar of colligation second segment vertical structure,
If the template of second segment vertical structure；
After described first vertical jump storehouse sows foot jump storehouse condition, the concrete of second segment vertical structure is poured, completed
Second segment vertical structure.
The concrete is vertically jumped storehouse construction method and is further improved by, it is described complete final stage vertical structure and
The step of construction of last layer of horizontal structure, including：
Construction completes final stage vertical structure and that layer of horizontal structure below the final stage vertical structure；
Level is jumped storehouse and is constructed last layer of horizontal structure on the final stage vertical structure.
The present invention is as a result of above technical scheme so as to have the advantages that：Applying for storehouse is jumped using by plane
The conversion of work method is used in vertical vertical structure, i.e., divide on the vertical plane and jump storehouse seam, from the method that basis is constructed successively upwards,
Level is jumped into storehouse and vertical jump storehouse synchronous construction, accelerates efficiency of construction；And traditional construction is then to pour for 7 days after left side pours and finishes
Right side body of wall is built, after waiting right side body of wall to conserve 3-4 days, assembling reinforcement upwards, supporting module, a floor pours on carrying out.
And the inventive method, the time of the maintenance of right side body of wall, assembling reinforcement supporting module is all circulated when 7 days of storehouse are jumped vertically upward
Between within, greatly save the time.
Description of the drawings
Fig. 1～7 are the construction process schematic diagram that concrete of the present invention vertically jumps storehouse construction method.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment the present invention is further detailed explanation.
A kind of concrete of the present invention is vertically jumped storehouse construction method and is mainly used using the construction method conversion that plane is jumped storehouse
In vertical vertical structure, i.e., jump storehouse seam is divided on the vertical plane, from the method that basis is constructed successively upwards, level is jumped into storehouse and is erected
To storehouse synchronous construction is jumped, accelerate efficiency of construction, save the engineering time.
Concrete of the present invention vertically jumps storehouse construction method mainly includes following construction procedure：
S001：The level of structure to be onstructed is marked off in the horizontal direction to storehouse seam is jumped, and marks off treat in a vertical direction
The multiple tracks of constructing structure vertically jumps storehouse seam；
S002：To level, to jumping, storehouse seam is vertical with first to jump storehouse seam to construction first paragraph vertical structure；
S003：Level jump storehouse construction ground floor horizontal structure on first paragraph vertical structure is in level to storehouse seam is jumped；Together
When, it is on first paragraph vertical structure that vertical to jump storehouse second segment vertical structure of constructing perpendicular to second in first vertical storehouse seam of jumping
Stitch to storehouse is jumped to storehouse seam and level is jumped；
S004：Level jump storehouse construction second layer horizontal structure on second segment vertical structure is in level to storehouse seam is jumped；Together
When, vertically jump storehouse seam and be on second segment vertical structure vertical storehouse of jumping in second and construct next section of vertical structure to lower perpendicular together
Stitch to storehouse is jumped to storehouse seam and level is jumped；Repeat to construct, until completing final stage vertical structure and last layer of horizontal structure
Construction.
Wherein, in step S003, level jump storehouse construction first on first paragraph vertical structure is in storehouse seam is jumped in level
The step of layer horizontal structure, specifically include：
It is on reinforcing bar from first paragraph vertical structure to side colligation ground floor horizontal structure, installs to storehouse seam is jumped in level
The template of first level structure；
After the level of first paragraph vertical structure sows foot jump storehouse condition to jump storehouse, the coagulation of ground floor horizontal structure is poured
Soil, completes ground floor horizontal structure.
In step S003, vertical jump storehouse construction second segment is on first paragraph vertical structure in first vertical storehouse seam of jumping
The step of vertical structure, specifically include：
In first it is vertical jump storehouse seam be on first paragraph vertical structure upwards the reinforcing bar of colligation second segment vertical structure,
If the template of second segment vertical structure；
After first vertical jump storehouse sows foot jump storehouse condition, the concrete of second segment vertical structure is poured, complete second
Section vertical structure.
In step S004, the step of complete the construction of final stage vertical structure and last layer of horizontal structure, including：
Construction completes final stage vertical structure and that layer of horizontal structure below final stage vertical structure；
Level is jumped storehouse and is constructed last layer of horizontal structure on final stage vertical structure.
Coordinate shown in Fig. 1～7, by one level to as a example by the left side body of wall and right side body of wall of jumping storehouse seam both sides, coordinate attached
Figure, vertically jumps storehouse construction method and is described further to concrete of the present invention.
First, the level of structure to be onstructed is marked off in the horizontal direction to storehouse seam is jumped, and marks off treat in a vertical direction
The multiple tracks of constructing structure vertically jumps storehouse seam.
Secondly, refering to shown in Fig. 1, jump storehouse construction with traditional level during one layer of construction the same, the body of wall time press level to
Jump storehouse seam is stayed and set.Specially：Construction first paragraph vertical structure 11 stitches 21 and first vertical jump storehouse seam 31 to level to storehouse is jumped.
Then, coordinate shown in Fig. 2, next step construction is to be on first paragraph vertical structure 11 to adopt to jump storehouse seam 21 in level
The reinforcing bar of the timely colligation ground floor horizontal structure of storehouse mode is jumped with level, the template of ground floor horizontal structure is installed；Meanwhile, in
Together vertical jump storehouse seam 31 is on first paragraph vertical structure 11 and jumps storehouse mode (engineering method and level jump storehouse mode phase using vertical
Together, only direction is from level to transforming to vertically upward) reinforcing bar of the second segment vertical structure of colligation in time, install second segment and vertically tie
The template of structure.
The level for treating first paragraph vertical structure 11 is jumped storehouse condition and (is jumped to jump storehouse seam 21 and first satisfaction of vertical jump storehouse seam 31
Storehouse seam both sides concrete interval pours for more than 7 days) after, ground floor horizontal structure 111 is poured, meanwhile, pour second segment and vertically tie
Structure 12 to second is vertically jumped at storehouse seam 32 and level is to storehouse seam 21 is jumped, as shown in Figure 3.It is now placed in the wall construction ratio on right side
The stagnant later layer of wall construction positioned at left side, but operation it is synchronous (while assembling reinforcement, while supporting module, while pouring coagulation
Soil).The method that floor between floor jumps storehouse seam according to level in the same manner is stayed and set.
Then, in the same manner, refering to shown in Fig. 4 and Fig. 5, level on second segment vertical structure 12 is in storehouse seam 21 is jumped in level
Jump storehouse construction second layer horizontal structure 121；Meanwhile, vertically jump storehouse seam 32 in second and be on second segment vertical structure 12 vertically
Next section of vertical structure 13 construct to lower storehouse seam 33 and the level of jumping vertical together to jump storehouse seam 21 in jump storehouse；So in the same manner, left side wall
A body floor faster than right side body of wall, this ensures that theres one layer of schedule in 7 days, and traditional construction is poured in left side
Right side body of wall is poured within 7 days after finishing, after waiting right side body of wall to conserve 3-4 days, assembling reinforcement upwards, supporting module, on carrying out
Floor is poured.And this inventive method, the time of the maintenance of right side body of wall, assembling reinforcement supporting module is all circulated vertically upward
Jump within the 7 day time in storehouse, greatly save the time.
Finally, refering to level jump storehouse and vertical jump storehouse synchronous construction shown in Fig. 6, is repeated, until it is vertical to complete final stage
The construction of that layer of horizontal structure 131 of structure 14 and the lower section of final stage vertical structure 14；Then at final stage vertical structure
Level is jumped storehouse and is constructed last layer of horizontal structure 141 on 14, as shown in fig. 7, completing integrally-built construction.
Concrete of the present invention is vertically jumped storehouse construction method and is used vertically vertically using the construction method conversion that plane is jumped storehouse
In structure, i.e., jump storehouse is divided on the vertical plane and is stitched, from the method that basis is constructed successively upwards, level is jumped into storehouse and vertically jump storehouse is same
Step construction, accelerates efficiency of construction；And traditional construction is then to pour within 7 days after left side pours and finishes right side body of wall, right side body of wall is waited
After maintenance 3-4 days, assembling reinforcement upwards, supporting module, a floor pours on carrying out.And the inventive method, by right-side wall
Body maintenance, the time of assembling reinforcement supporting module are all circulated within the 7 day time for jumping storehouse vertically upward, when greatling save
Between.
The present invention is described in detail above in association with drawings and Examples, those skilled in the art can basis
Described above makes many variations example to the present invention.Thus, some of embodiment details should not constitute limitation of the invention,
The present invention is by the scope defined using appended claims as protection scope of the present invention.
Claims (4)
1. a kind of concrete vertically jumps storehouse construction method, it is characterised in that including step：
The level of structure to be onstructed is marked off in the horizontal direction to storehouse seam is jumped, and structure to be onstructed is marked off in a vertical direction
Multiple tracks vertically jumps storehouse seam；
To the level, to jumping, storehouse seam is vertical with first to jump storehouse seam to construction first paragraph vertical structure；
Level jump storehouse construction ground floor horizontal structure on the first paragraph vertical structure is in the level to storehouse seam is jumped；Together
When, storehouse seam is vertically jumped in first and is on the first paragraph vertical structure vertical storehouse construction second segment vertical structure of jumping to second
Vertically jump storehouse seam and the level and stitch to storehouse is jumped in road；
Level jump storehouse construction second layer horizontal structure on the second segment vertical structure is in the level to storehouse seam is jumped；Together
When, vertically jump storehouse seam and be on the second segment vertical structure vertical storehouse of jumping in second and construct next section of vertical structure to next
Vertically jump storehouse seam and the level and stitch to storehouse is jumped in road；Repeat to construct, until completing final stage vertical structure and last layer of water
The construction of flat structure.
2. concrete as claimed in claim 1 vertically jumps storehouse construction method, it is characterised in that be set forth in the level to jump storehouse
The step of seam is in level jump storehouse construction ground floor horizontal structure on the first paragraph vertical structure, including：
It is on reinforcing bar from first paragraph vertical structure to side colligation ground floor horizontal structure, installs first to storehouse seam is jumped in level
The template of horizontal structure；
After the level of the first paragraph vertical structure sows foot jump storehouse condition to jump storehouse, the coagulation of ground floor horizontal structure is poured
Soil, completes ground floor horizontal structure.
3. concrete as claimed in claim 1 vertically jumps storehouse construction method, it is characterised in that be set forth in first vertical jump storehouse
The step of seam is on the first paragraph vertical structure vertical jump storehouse construction second segment vertical structure, including：
In first it is vertical jump storehouse seam be on first paragraph vertical structure upwards the reinforcing bar of colligation second segment vertical structure, install the
The template of two sections of vertical structures；
After described first vertical jump storehouse sows foot jump storehouse condition, the concrete of second segment vertical structure is poured, complete second
Section vertical structure.
4. concrete as claimed in claim 1 vertically jumps storehouse construction method, it is characterised in that described to complete final stage vertical
The step of construction of structure and last layer of horizontal structure, including：
Construction completes final stage vertical structure and that layer of horizontal structure below the final stage vertical structure；
Level is jumped storehouse and is constructed last layer of horizontal structure on the final stage vertical structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610899702.7A CN106638998A (en) | 2016-10-17 | 2016-10-17 | Concrete vertical alternative bay construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610899702.7A CN106638998A (en) | 2016-10-17 | 2016-10-17 | Concrete vertical alternative bay construction method |
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| Publication Number | Publication Date |
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| CN106638998A true CN106638998A (en) | 2017-05-10 |
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ID=58856961
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| CN201610899702.7A Pending CN106638998A (en) | 2016-10-17 | 2016-10-17 | Concrete vertical alternative bay construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111396077A (en) * | 2020-03-10 | 2020-07-10 | 北京市政建设集团有限责任公司 | Tunnel air duct secondary lining construction method |
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| CN1455054A (en) * | 2003-05-08 | 2003-11-12 | 中国第二十冶金建设公司 | Ordinary concrete block bunker-jump casting crack control method |
| CN102116036A (en) * | 2009-12-30 | 2011-07-06 | 中国京冶工程技术有限公司厦门分公司 | Method for constructing underground large building by combining top-down construction method technology with sequence construction method technology |
| KR101078782B1 (en) * | 2011-03-08 | 2011-11-02 | 이형훈 | Expansion joint using truss base support member and construction method thereof |
| CN102677898A (en) * | 2011-03-17 | 2012-09-19 | 中铁二局股份有限公司 | Sequence construction method for large area reinforced concrete floors |
| CN104131706A (en) * | 2014-07-28 | 2014-11-05 | 中建一局集团建设发展有限公司 | Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure |
| CN104963357A (en) * | 2015-07-08 | 2015-10-07 | 中国十七冶集团有限公司 | Large-area RC basement structure sequence construction method |
| CN105569339A (en) * | 2015-12-31 | 2016-05-11 | 青建集团股份公司 | Super-long structure seamless construction method combining sequence with skip and combining intermittence with reinforcement |
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2016
- 2016-10-17 CN CN201610899702.7A patent/CN106638998A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1455054A (en) * | 2003-05-08 | 2003-11-12 | 中国第二十冶金建设公司 | Ordinary concrete block bunker-jump casting crack control method |
| CN102116036A (en) * | 2009-12-30 | 2011-07-06 | 中国京冶工程技术有限公司厦门分公司 | Method for constructing underground large building by combining top-down construction method technology with sequence construction method technology |
| KR101078782B1 (en) * | 2011-03-08 | 2011-11-02 | 이형훈 | Expansion joint using truss base support member and construction method thereof |
| CN102677898A (en) * | 2011-03-17 | 2012-09-19 | 中铁二局股份有限公司 | Sequence construction method for large area reinforced concrete floors |
| CN104131706A (en) * | 2014-07-28 | 2014-11-05 | 中建一局集团建设发展有限公司 | Vertical steel bar two-layer connecting structure of concrete framework structure and construction method of vertical steel bar two-layer connecting structure |
| CN104963357A (en) * | 2015-07-08 | 2015-10-07 | 中国十七冶集团有限公司 | Large-area RC basement structure sequence construction method |
| CN105569339A (en) * | 2015-12-31 | 2016-05-11 | 青建集团股份公司 | Super-long structure seamless construction method combining sequence with skip and combining intermittence with reinforcement |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111396077A (en) * | 2020-03-10 | 2020-07-10 | 北京市政建设集团有限责任公司 | Tunnel air duct secondary lining construction method |
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Application publication date: 20170510 |
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