CN110512895A - A kind of high-rise cast-in-place concrete building demolition construction method - Google Patents
A kind of high-rise cast-in-place concrete building demolition construction method Download PDFInfo
- Publication number
- CN110512895A CN110512895A CN201910778932.1A CN201910778932A CN110512895A CN 110512895 A CN110512895 A CN 110512895A CN 201910778932 A CN201910778932 A CN 201910778932A CN 110512895 A CN110512895 A CN 110512895A
- Authority
- CN
- China
- Prior art keywords
- load bearing
- bearing wall
- column
- wall
- place concrete
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/08—Wrecking of buildings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of high-rise cast-in-place concrete building demolition construction methods, comprising the following steps: S1: building protective equipment on building periphery to be onstructed, and builds the upper and lower building channel of construction material and lower waste residue channel；S2: structure is shored in setting between contiguous floors to be onstructed, and the structure of shoring holds out against upper and lower floor respectively；S3: it is successively removed by the sequence of floor, non-load bearing wall, beam, load bearing wall, column；S4: when removing to load bearing wall, building temporary support structure in load bearing wall two sides, to load bearing wall according at least 3 equal points of cuttings, and preferentially removes by intermediate load bearing wall wall, finally removes the load bearing wall wall on both sides；S5: when removing to column, being first fixed column, then implements cutting operation to column bottom, subsequently pushes over column by assigned direction.The Demolition Construction method comprehensively improves each working security for removing part, reduces the dependence to big machinery construction, improves work efficiency.
Description
Technical field
The present invention relates to building engineering field, in particular to a kind of high-rise cast-in-place concrete building demolition construction method.
Background technique
With the continuous propulsion of China's urban modernization, old house is removed and the demands such as extending old building, renovation are being continuously increased.
Currently, most of building is all built using concrete, common side during being removed to entire building room
Method are as follows: three kinds of forms such as mechanical removal, demolition blasting and manual demolition.Demolition blasting is generated using explosive in instant of detonation
High temperature, high pressure gas do work to medium, carry out brokenness to building or toppling property is demolished；Usually in Government-Leading, peripheral ring
Border is preferable, coordinates relatively small difficulty, uses in the case where Yi Yinqi media and masses' concern, in the more harsh city of condition
City business district, relatively fewer use.Manual demolition, be by by hand plus some simple tools (such as drill rod, hammer, air drill,
Lever Blocks, wirerope etc.), it is struck mainly by hammer, rod sled, is disintegrated with physical strength to building implementation with worker, is crushed to reach and tear open
The purpose removed.Mechanical removal, long-armed tear open building machine (long-armed hydraulic shear) is removed in city is removed more generally, low mainly in
Layer building.
But it when being removed for high-rise cast-in-place concrete building, is especially built more than 30 meters, is not allow mainframe
Upstairs, and skyscraper periphery usually has other houses to tool, and mechanical removal and demolition blasting at this time can not fit
Answer this demand.For conventional direct cutting disassembling, it is uneven not only to occur load during cutting, malformation,
Vibration is big, crack occurs, results even in cave-in accident, causes casualties.
Summary of the invention
The object of the present invention is to provide a kind of safe and effective construction parties removed to high-rise cast-in-place concrete building
Method.
Above-mentioned technical purpose of the invention has the technical scheme that a kind of high-rise cast-in-place concrete is built
Build Demolition Construction method, comprising the following steps:
S1: building protective equipment on building periphery to be onstructed, and build on construction material,
Downstairs channel and lower waste residue channel；
S2: structure is shored in setting between contiguous floors to be onstructed, and the structure of shoring holds out against upper and lower floor respectively；
S3: it is successively removed by the sequence of floor, non-load bearing wall, beam, load bearing wall, column；
S4: when removing to load bearing wall, building temporary support structure in load bearing wall two sides, waits a point cutting according at least 3 to load bearing wall,
And preferential remove leans on intermediate load bearing wall wall, finally removes the load bearing wall wall on both sides；
S5: when removing to column, being first fixed column, then implements cutting operation to column bottom, subsequently pushes away by assigned direction
Column.
Through the above technical solutions, when being removed to high-rise cast-in-place concrete building, it is interim into building to load bearing wall
Then support construction carries out the cutting of at least 3 equal parts to load bearing wall, first remove intermediate wall, then remove the wall on both sides；I.e.
Take load bearing wall the mode of dividedly dismantling, and cooperate the temporary support structure of two sides so that load bearing wall when being removed more
Add stabilization, can effectively prevent load bearing wall total collapse.When in addition being removed to column, first then column is fixed to column bottom
Portion cuts and pushes over segmentation and carries, and effectively prevents cylinder run-off the straight when being removed and collapses, substantially increases Demolition Construction
When safety and validity.
Further, in step s 4, temporary support structure can only be built at the load bearing wall wall on both sides.
Through the above technical solutions, the load bearing wall wall due to middle section will be removed preferentially, it is having built
Fixed function is played in wall cutting, but when wall cutting vibration and it is little, and cut also only wall is vertically divided,
Its bottom is still fixed on floor, therefore the part can not build temporary support structure, and this saves time and materials.
Further, in step s 5, when column being fixed, hanging ring is installed in the middle part surrounding of column, and led with rope
Draw, the other end of the rope is securable on four angles of floor or on lower layer's beam, column.
Through the above technical solutions, cylinder is usually cuboid, hanging ring is installed at its four sides and is fixed with cable traction, this
The mode of sample is very firm, can prevent it from collapsing toward any direction, and when pushing over cylinder, utilize the traction of hanging ring and rope
Implementation soft landing can be pushed over to column, cylinder is avoided to cause compared with major injury the floor or beam of wanting toppling direction.
Further, before pushing over column, extra hanging ring and rope is removed according to direction to be pushed over and recycled, only stay 1-2
Hanging ring is used to control and trussed shore pushes over, and remaining hanging ring conjunction rope is recycled after pushing over column.
Through the above technical solutions, due to before pushing over cylinder its four sides be assembled with hanging ring and rope structure, we
Wherein 1-2 hanging ring and rope structure be can choose to control the direction that it is pushed over, it is very easy to use, and hanging ring and rope
Structure can be used repeatedly, and save cost.
Further, when removing fine strain of millet, the column that do not removed using this layer installs bottle gouard moved by hands, then to beam as supporting point
Unwrapping wire segmentation, lifts the part beam section that will be removed, then implements to remove operation.
It is first fixed when through the above technical solutions, removing fine strain of millet, effectively controls its position fallen, be avoided that it is tumbled
To downstairs and other positions and cause unexpectedly to injure accident by a crashing object, substantially increase the safety of construction；And using column as
Support, installation bottle gouard moved by hands lifting are very convenient quick.
Further, when being removed to non-load bearing wall, temporary support structure is built in non-load bearing wall one or both sides, is held to non-
Weight wall is according at least 3 equal points of cuttings, and preferential dismounting finally removes the non-load bearing wall wall on both sides by intermediate non-load bearing wall wall
Body.
Through the above technical solutions, although the collapsing of non-load bearing wall does not easily cause the collapsing of monolithic architecture, in order to construct
Safety, with load bearing wall remove, the dismounting of non-load bearing wall can also be taken and build temporary support structure and segmentation
The mode of dismounting is effectively reduced a possibility that unexpected cave-in accident occurs, greatly improves the safety of integral construction.
Further, before removing operation, to floor to be removed, non-load bearing wall, beam, load bearing wall, column dedusting, watering.
And when removing operation, installation depositing dust spraying apparatus is dusted.
Through the above technical solutions, can effectively be avoided before removing operation and the processing that is all dusted when removing operation
The generation of fugitive dust, reduces air pollution when construction, maintains the cleaning of construction site, i.e., also provides construction worker better
Construction environment, the maloperation for reducing construction worker occur.
Further, the temporary support structure is timber or steel pipe.
Through the above technical solutions, the intensity difference that can be more reinforced support selects different temporary support structures, wood
Stake can directly abut fixation it is very convenient, quick, steel pipe then can by punching fix, intensity is big, and stability is strong.
In conclusion the invention has the benefit that implement to reinforce to load bearing wall and non-load bearing wall and dividedly dismantling, it is right
Beam carries out lifting dismounting, reinforce to cylinder and directed traction pushes over dismounting, comprehensively improves each dismounting part
Working security, and when removing, it is used as support organization mutually to utilize between beam, column, floor upper and lower level, effectively reduces
Dependence to big machinery construction, greatly improves work efficiency.
Specific embodiment
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Embodiment:
Prepare before site operation:
(1) it is familiar with the as-constructed drawing of split building first, understands fully structure situation, building situation, water power and the equipment of building
Pipe condition, underground concealed facility situation.Building site responsible person will tear open according to Design of Construction Organization and act of technique for security to participation
The staff removed carries out detailed tell somebody what one's real intentions are.
(2) goods and materials within the scope of clear collapsed building to be removed, equipment；Electric wire, gas pipeline, water pipe, heat supply are set
The standby branch line cutting or migration for waiting main lines and the building；Treating the door in demolition of buildings, window can also first be removed；Inspection
Dilapidated house around is looked into, carries out temperature pier when necessary；It issues a notice to reassure the public to the masses around, forbidden zone is set around danger area removing
Fence, caution notice send special messenger to guard, non-dismounting personnel are forbidden to enter construction site.
After completing above-mentioned previous work, the crucial dismounting of progress can be built to high-rise cast-in-place concrete to be removed and is applied
Work, specific method the following steps are included:
Step 1: protective equipment is built on building periphery to be onstructed, and build on construction material,
Downstairs channel and lower waste residue channel；Including and be not limited to construction fence and pavement frame and lifter apparatus etc..
Step 2: structure is shored in setting between contiguous floors to be onstructed, and the structure of shoring holds out against upper and lower building respectively
Plate；Structure mainly is shored using the materials production such as steel pipe, plank, pin or bamboo pole, according to the required bearing capacity of floor to be removed,
In conjunction with floor bearing capacity itself be calculated should lay shore number of structures and position.
Step 3: carry out dismounting gradually from top to bottom since the floor of roof, and by floor, non-load bearing wall, beam,
Load bearing wall, column sequence successively removed.Floor is pinpointed when removing floor and is crossed, cut zone block-by-block is removed, and
It is to be carried out by the intermediate sequence to surrounding, avoids floor from removing the accident for causing to collapse carelessly and occur.
Wherein, when being removed to load bearing wall, load bearing wall is waited according to 3 and is crossed, then to the wall temporary support knot on both sides
Structure is reinforced, then presses scribing position punching fixed-point, is split using cutting equipment to wall, then using tool to wall block-by-block
It abolishes, and preferential remove leans on intermediate load bearing wall wall, finally removes the load bearing wall wall on both sides.When abolishing wall, to break
Except cushion is laid on the floor of wall direction, avoids broken wall block from splashing and other object or person are damaged.Certainly
Following up the width of load bearing wall can be even more to 4 equal part of wall, 5 equal parts, can not in addition to that block wall that will remove
Temporary support structure is done, remaining block is all reinforced.In addition, also have more selection form about temporary support structure,
According to the intensity of wall and the requirement of construction, different degrees of temperature pier can be taken, it is desirable that the intensity of reinforcing it is high and
The time of construction is longer, can choose steel pipe reinforcing, both ends are fixed in wall and floor punching with bolt respectively.It is required that
The intensity of reinforcing is not high, can be shored using timber, and the both ends cutting of timber is angled to be born against in wall and building
Between plate, which, which is located at that end on floor, to be adjusted with wedge block clamping.Preferably in wall when doing temporary support structure
Body two sides symmetrically reinforce, so also more stable.
It, as needed can also be using above-mentioned construction method used when being removed to load bearing wall when being removed to non-load bearing wall.
Wherein, to column remove when, column middle part surrounding turn hole and hanging ring is installed, then use cable traction, be fixed, this
The other end of rope is securable on four angles of floor or on lower layer's beam, column；After the completion of fixation, then column bottom is implemented to cut
Operation is cut, the bar construction including cutting off column body.Before pushing over column, extra hanging ring and rope are removed according to direction to be pushed over
Rope simultaneously recycles, and only stays 1-2 hanging ring for controlling the direction of pushing over of column, and during pushing over column, can use hang always
Ring and rope structure are drawn, and column can slowly be led down, avoid causing to hurt to the floor or beam of its collapse direction
Evil.And recycle remaining hanging ring after pushing over column and close rope to utilize again, column subsequently is pushed over by assigned direction, finally to column
Piecemeal cuts and transports.Certainly, if columnar volume is smaller, can not also dismantle hanging ring, be further added by hanging ring instead and rope is strong
Degree, directly transports whole lifting of cylinder.If cylinder is the outermost in building, the other end of rope can also be fixed on
On the protective fence built, the protective fence to be reinforced again certainly, reinforcing can use lower floor's post or girder construction.
Wherein, when removing fine strain of millet, it can use column that this layer is not removed as supporting point, installation bottle gouard moved by hands, then to beam
Unwrapping wire segmentation, lifts the part beam section that will be removed, then implements to remove operation.In addition it can be combined shoring structure,
Interim slope track is set up on the basis of beam body is withstood, cooperates the lifting of bottle gouard moved by hands, by the beam body of dismounting along oblique
Slope track slip reduces the lifting pressure of bottle gouard moved by hands, also avoids the decentralization of beam body is overweight from damaging to floor, mention
The high safety of construction.
When in addition being removed to Special-shaped objects such as balcony, stair, it can be removed to using the partitioning scheme of three-stage, including benefit
It is lifted with structure and bottle gouard moved by hands etc. is shored, implements soft landing to object is removed, ensure the safety of construction.
Before removing operation, to floor to be removed, non-load bearing wall, beam, load bearing wall, column dedusting, watering.And it is removing
When operation, installation depositing dust spraying apparatus is dusted.In addition the underdrainage system where building to be removed is carried out real-time
Sundries cleaning, avoids blocking, more in order to create good construction environment, guarantees effective development of Demolition Construction.
Claims (9)
1. a kind of high-rise cast-in-place concrete building demolition construction method, which comprises the following steps:
S1: building protective equipment on building periphery to be onstructed, and build on construction material,
Downstairs channel and lower waste residue channel；
S2: structure is shored in setting between contiguous floors to be onstructed, and the structure of shoring holds out against upper and lower floor respectively；
S3: it is successively removed by the sequence of floor, non-load bearing wall, beam, load bearing wall, column；
S4: when removing to load bearing wall, building temporary support structure in load bearing wall two sides, waits a point cutting according at least 3 to load bearing wall,
And preferential remove leans on intermediate load bearing wall wall, finally removes the load bearing wall wall on both sides；
S5: when removing to column, being first fixed column, then implements cutting operation to column bottom, subsequently pushes away by assigned direction
Column.
2. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: in step
In rapid S4, temporary support structure is only built at the load bearing wall wall on both sides.
3. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: in step
In rapid S5, when column is fixed, hanging ring is installed in the middle part surrounding of column, and with cable traction, the other end of the rope can be consolidated
Due on four angles of floor or on lower layer's beam, column.
4. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 3, it is characterised in that: push over
Before column, extra hanging ring and rope are removed according to direction to be pushed over and recycled, only stays 1-2 hanging ring for control simultaneously trussed shore
It pushes over, and recycles remaining hanging ring after pushing over column and close rope.
5. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: remove
When fine strain of millet, the column that do not removed using this layer is installed bottle gouard moved by hands, is then segmented to beam unwrapping wire, to what will be removed as supporting point
The lifting of part beam section, then implement to remove operation.
6. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: to non-
When load bearing wall is removed, temporary support structure is built in non-load bearing wall one or both sides, non-load bearing wall is waited according at least 3 and is cut
It cuts, and preferential remove leans on intermediate non-load bearing wall wall, finally removes the non-load bearing wall wall on both sides.
7. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: tearing open
Before operation, to floor to be removed, non-load bearing wall, beam, load bearing wall, column dedusting, watering.
8. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: tearing open
When except operation, installation depositing dust spraying apparatus is dusted.
9. a kind of high-rise cast-in-place concrete building demolition construction method according to claim 1, it is characterised in that: described
Temporary support structure be timber or steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910778932.1A CN110512895A (en) | 2019-08-22 | 2019-08-22 | A kind of high-rise cast-in-place concrete building demolition construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910778932.1A CN110512895A (en) | 2019-08-22 | 2019-08-22 | A kind of high-rise cast-in-place concrete building demolition construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110512895A true CN110512895A (en) | 2019-11-29 |
Family
ID=68627311
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910778932.1A Pending CN110512895A (en) | 2019-08-22 | 2019-08-22 | A kind of high-rise cast-in-place concrete building demolition construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110512895A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173312A (en) * | 2019-12-31 | 2020-05-19 | 哈尔滨理工大学 | Method for heating-cooling demolition of high-rise brick structure |
| CN111877798A (en) * | 2020-08-07 | 2020-11-03 | 中电建十一局工程有限公司 | Static force dismantling construction process for concrete structure of continuous construction project |
| CN112065095A (en) * | 2020-09-11 | 2020-12-11 | 中国水利水电第十二工程局有限公司 | Reinforced concrete support beam dismantling device and using method thereof |
| CN113463943A (en) * | 2021-07-08 | 2021-10-01 | 温州高达建设有限公司 | High-rise cast-in-place concrete building demolition construction method |
| CN113482397A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Static force dismantling construction method for high-altitude suspension independent frame beam |
| CN113482398A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Gravity overturning building dismantling construction method |
| CN113833309A (en) * | 2021-09-29 | 2021-12-24 | 山东建筑大学 | Construction method for mechanically dismantling building group and application |
| WO2022077892A1 (en) * | 2020-10-16 | 2022-04-21 | 上海建工四建集团有限公司 | Outer wall reinforcing device and method in building reconstruction |
| CN115030559A (en) * | 2022-05-24 | 2022-09-09 | 四川农业大学 | Method for dismantling cast-in-situ concrete beam slab column of constructed building |
| CN115162772A (en) * | 2022-04-21 | 2022-10-11 | 广东碧通百年科技有限公司 | High-rise building demolition process |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852344A (en) * | 2012-08-17 | 2013-01-02 | 重庆市***工程建设有限责任公司 | Construction method for dismounting high-rise cast-in-place concrete building |
| JP2017002489A (en) * | 2015-06-05 | 2017-01-05 | 三菱電機株式会社 | Chipping device |
| CN106812073A (en) * | 2017-01-12 | 2017-06-09 | 浙江交工金筑交通建设有限公司 | It is quick to remove bridge pier column construction method |
| CN107642251A (en) * | 2017-09-20 | 2018-01-30 | 江山（福建）建设工程有限公司 | A kind of high-rise cast-in-place concrete building demolition construction method |
| CN109972858A (en) * | 2019-02-28 | 2019-07-05 | 广东天盛装饰消防工程有限公司 | Shockproof concrete building structures method for dismounting |
-
2019
- 2019-08-22 CN CN201910778932.1A patent/CN110512895A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102852344A (en) * | 2012-08-17 | 2013-01-02 | 重庆市***工程建设有限责任公司 | Construction method for dismounting high-rise cast-in-place concrete building |
| JP2017002489A (en) * | 2015-06-05 | 2017-01-05 | 三菱電機株式会社 | Chipping device |
| CN106812073A (en) * | 2017-01-12 | 2017-06-09 | 浙江交工金筑交通建设有限公司 | It is quick to remove bridge pier column construction method |
| CN107642251A (en) * | 2017-09-20 | 2018-01-30 | 江山（福建）建设工程有限公司 | A kind of high-rise cast-in-place concrete building demolition construction method |
| CN109972858A (en) * | 2019-02-28 | 2019-07-05 | 广东天盛装饰消防工程有限公司 | Shockproof concrete building structures method for dismounting |
Non-Patent Citations (1)
| Title |
|---|
| 迪特里希•科尔特等: "《拆除工程准备与实施》", 31 December 1983, 冶金部建筑研究总院技术情报研究室 * |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173312A (en) * | 2019-12-31 | 2020-05-19 | 哈尔滨理工大学 | Method for heating-cooling demolition of high-rise brick structure |
| CN111173312B (en) * | 2019-12-31 | 2020-10-23 | 哈尔滨理工大学 | Method for heating-cooling demolition of high-rise brick structure |
| CN111877798A (en) * | 2020-08-07 | 2020-11-03 | 中电建十一局工程有限公司 | Static force dismantling construction process for concrete structure of continuous construction project |
| CN112065095A (en) * | 2020-09-11 | 2020-12-11 | 中国水利水电第十二工程局有限公司 | Reinforced concrete support beam dismantling device and using method thereof |
| WO2022077892A1 (en) * | 2020-10-16 | 2022-04-21 | 上海建工四建集团有限公司 | Outer wall reinforcing device and method in building reconstruction |
| CN113482398A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Gravity overturning building dismantling construction method |
| CN113482397A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Static force dismantling construction method for high-altitude suspension independent frame beam |
| CN113482398B (en) * | 2021-06-30 | 2023-02-28 | 上海宝冶集团有限公司 | Gravity overturning building dismantling construction method |
| CN113463943A (en) * | 2021-07-08 | 2021-10-01 | 温州高达建设有限公司 | High-rise cast-in-place concrete building demolition construction method |
| CN113833309A (en) * | 2021-09-29 | 2021-12-24 | 山东建筑大学 | Construction method for mechanically dismantling building group and application |
| CN115162772A (en) * | 2022-04-21 | 2022-10-11 | 广东碧通百年科技有限公司 | High-rise building demolition process |
| CN115162772B (en) * | 2022-04-21 | 2024-05-10 | 广东碧通百年科技有限公司 | Demolishing process for high-rise building |
| CN115030559A (en) * | 2022-05-24 | 2022-09-09 | 四川农业大学 | Method for dismantling cast-in-situ concrete beam slab column of constructed building |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110512895A (en) | A kind of high-rise cast-in-place concrete building demolition construction method | |
| CN107419918B (en) | A kind of Historical Buildings periphery single-layer frame retains method for dismounting | |
| CN102808526A (en) | Nondestructive demolition construction method of reinforced concrete frame beam | |
| CN110904867B (en) | Construction method for dismantling upper-span existing line arch bridge | |
| CN113235467A (en) | Construction method for dismantling large-span prestressed cast-in-place box girder | |
| CN110820608A (en) | Existing railway passenger station-entering overbridge dismantling method | |
| CN110905232A (en) | Mechanical static force dismantling method for concrete structure | |
| CN108193894A (en) | The construction method of rope saw dismantling concrete wall | |
| CN106638336A (en) | Over-line continuous beam removing method and support for removing | |
| CN110847915A (en) | Construction process for jumping-cutting demolishing and subsection back-jacking of double-side-wall temporary support of shallow-buried fine sand layer | |
| JP6603824B2 (en) | Upper scattering prevention curing system and upper scattering prevention curing method at the time of multi-story building dismantling | |
| CN112727147A (en) | Outdoor suspended step dismantling method | |
| CN108979198A (en) | A kind of skyscraper tears building machine open and its tears building method open | |
| CN106320192A (en) | Beam section replacement reinforcement method for large-span concrete continuous beam bridge | |
| JP5617130B2 (en) | Building demolition method and demolition equipment | |
| CN117166814A (en) | Multi-high-rise reinforced concrete bearing wall self-supporting structure and construction method thereof | |
| CN111593681B (en) | Pier stud retaining cast-in-place box girder ecological dismantling system and construction method | |
| Menon et al. | Comparative study of demolition methods | |
| CN206143650U (en) | Cross -line continuous beam is demolishd and is used support | |
| CN115538340A (en) | Rapid dismantling device and construction method for old bridge precast beam plate | |
| CN114134828A (en) | Method for quickly dismantling upper structure of truss arch bridge | |
| CN114045758A (en) | Construction method for dismantling old bridge of precast beam | |
| Li et al. | Study on construction technology of hydraulic climbing formwork for super high-rise building under aluminum formwork system | |
| CN112227814A (en) | Method for dismantling straight-barrel type concrete tower body | |
| CN217106161U (en) | Assembled building aluminum mould board strutting arrangement |
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: 20191129 |
|
| RJ01 | Rejection of invention patent application after publication |