CN109680986B - Reinforced concrete structure static state noiseless method for dismounting - Google Patents
Reinforced concrete structure static state noiseless method for dismounting Download PDFInfo
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- CN109680986B CN109680986B CN201910023473.6A CN201910023473A CN109680986B CN 109680986 B CN109680986 B CN 109680986B CN 201910023473 A CN201910023473 A CN 201910023473A CN 109680986 B CN109680986 B CN 109680986B
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- reinforcing bar
- slot
- plastic slot
- reinforced concrete
- plastic
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- 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
Abstract
The present invention is reinforced concrete structure static state noiseless method for dismounting.Using static crushing technology, the skeleton of reinforcing bar to be removed (1) is exposed；One horizontal plastic slot (2) of installation is respectively set at the both ends of reinforcing bar to be removed (1), horizontal plastic slot (2) are passed through into reinforcing bar to be removed (1) and are suspended on reinforcing bar to be removed (1)；It is using plastic ties (6) that the horizontal plastic slot (6) and reinforcing bar to be removed (1) is fixed, the horizontal groove (2) and reinforcing bar to be removed (1) contact surface vacancy are blocked using clay (5)；Dilution heat of sulfuric acid (4) is poured into the horizontal plastic slot (2)；After dilution heat of sulfuric acid (5) in horizontal plastic slot (2) and reinforcing bar to be removed (1) chemically react, static state, noiseless that reinforced concrete structure removes overall process are realized.
Description
Technical field
The present invention relates to the armored concrete demolition technique fields of civil engineering, are a kind of reinforced concrete structure static state nothings
Noise method for dismounting.
Background technique
Current China's town building area exceedes 35,000,000,000 square metres, urban population nearly 800,000,000, town building and densely populated, I
The construction area that state removes every year exceedes 400,000,000 square metres.There are larger security risk, things for the intensive building area building structure dismounting in cities and towns
Therefore it makes a very bad impression.Currently, conventional dismounting means mainly include manual demolition, mechanical removal, demolition blasting etc..Manual demolition and machine
Tool dismounting extensive management, overall technology level is not high, removes low efficiency.Demolition blasting dust, noise pollution and serious vibration are right
Surrounding buildings and living environment adversely affect.The above method for dismounting is suitable for the building constructions density such as city suburbs, villages and small towns
Area small, not high to environmental requirement.It in urban compact architectural environment, is limited by conditions such as place, environmental protection, is suitable for using one
New safe, the green static noiseless method for dismounting of kind.
Can blasthole first be arranged in inside concrete in reinforced concrete structure static crushing technology, and filling static breaking agent is simultaneously swollen
It is swollen, reach breaking concrete under the conditions of without friction, noiseless by the bulbs of pressure, but swelling agent can not be to the steel in structure
Muscle is removed, and certainly will bring noise pollution frequently with artificial cutting, machine cuts at present, and time-consuming and laborious.How steel is realized
Removing in tendon concrete structure static crushing demolition technique to the noiseless of reinforcing bar is current problem in the urgent need to address.
Summary of the invention
The present invention is to solve existing armored concrete static structure method for dismounting to remove the problems such as noise is big, inefficient,
A kind of reinforced concrete structure dynamic noiseless method for dismounting is provided, the present invention provides following technical schemes:
A kind of reinforced concrete structure static state noiseless method for dismounting, comprising the following steps:
Step 1: using static crushing technology, blasthole be arranged on reinforced concrete member to be removed, is packed at blasthole
Concrete static breaking agent, is expanded by static breaking agent, spalling concrete, exposes the skeleton of reinforcing bar 1 to be removed, it is described to
Dismounting reinforcing bar 1 is horizontality；
Step 2: one horizontal plastic slot 2 of installation is respectively set at the both ends of reinforcing bar 1 to be removed, by horizontal plastic slot 2
Opening upwards, grooves on two sides pass through reinforcing bar 1 to be removed and are suspended on reinforcing bar 1 to be removed；
Step 3: it is using plastic ties 6 that the horizontal 2 top semi-girder of plastic slot and reinforcing bar 1 to be removed is fixed, using glue
Mud 5 blocks the horizontal groove 2 with 1 contact surface vacancy of reinforcing bar to be removed；
Step 4: dilution heat of sulfuric acid 4 is poured into the horizontal plastic slot 2；
Step 5: after dilution heat of sulfuric acid 4 in horizontal plastic slot 2 and reinforcing bar 1 to be removed chemically react, steel is realized
The Statical pattern of muscle and dismounting.
Preferably, dilution heat of sulfuric acid 4 pours into the horizontal plastic slot 2 in the step 4, and dilution heat of sulfuric acid 4 submerges
Cross reinforcing bar 1 to be removed.
Preferably, when reinforcing bar 1 to be removed is vertical state, it is recessed that the horizontal plastic slot 2 is replaced with into vertical plastics
Slot 3, it is using plastic ties 6 that the vertical 3 top semi-girder of plastic slot and reinforcing bar 1 to be removed is fixed, by vertical plastic slot 3
Bottom plastic end plate 8 is inserted into vertical plastic slot 3, and the lateral plastic dam 7 of vertical plastic slot 3 is inserted into bottom plastic end
In the lateral baffle card slot 9 of plate 8, the vertical plastic slot 3 is sealed with 1 contact surface vacancy of reinforcing bar to be removed using clay 5
It is stifled, using clay 5 will the vertical plastic slot 3 and 1 contact surface vacancy of reinforcing bar to be removed closure, then by dilution heat of sulfuric acid 4
It pours into vertical plastic slot 3.
Preferably, the dilution heat of sulfuric acid 4 pours into the vertical plastic slot 3, and dilution heat of sulfuric acid 4 submerged to be removed
Reinforcing bar 13-5cm.
Preferably, according to the diameter and spacing of reinforcing bar 1 to be removed, horizontal plastic slot 2 and vertical plastic slot 3 are determined
Length, width and height.
Preferably, according to the diameter of reinforcing bar 1 to be removed, determine the width of horizontal 2 side opening of plastic slot, depth and
Width, the width of depth and semi-girder, height at the width of semi-girder, height, and the bottom opening of vertical plastic slot 3.
The invention has the following advantages:
Reinforcing bar static state fracture technology of the invention occurs chemical reaction by dilute sulfuric acid and reinforcing bar and realizes that the static state of reinforcing bar is broken
Broken, no dust, noise pollution are a kind of safe environmentally protective method for dismounting.
Reinforcing bar static state fracture technology of the invention is crushed the reinforcing bar at component both ends, can keep the complete of reinforcing bar
Property, reinforcing bar is reusable, realizes the recycling of resource.
Reinforcing bar static state fracture device construction technology in reinforcing bar static state fracture technology of the invention is simple, operates with letter
It is single, it is convenient for disassembly and assembly, it is time saving and energy saving, it can reuse, low cost, economic serviceability are strong.
Detailed description of the invention
Fig. 1 is horizontal reinforcement static state fracture locations of structures schematic diagram.
Fig. 2 is the top view of reinforcing bar static state fracture structure.
Fig. 3 is the side view of reinforcing bar static state fracture structure.
Fig. 4 is vertical reinforcing bar static state fracture locations of structures schematic diagram.
Fig. 5 is the main view of vertical reinforcing bar static state fracture.
Fig. 6 is bottom plastic tip plate configurations schematic diagram.
Fig. 7 is baffle wedge slot structure schematic diagram.
Specific embodiment
Below in conjunction with specific embodiment, describe the invention in detail.
Specific embodiment one:
According to Fig. 1 to Fig. 3, the present invention provides a kind of reinforced concrete structure static state noiseless method for dismounting, including
Following steps:
Step 1: using static crushing technology, blasthole be arranged on reinforced concrete member to be removed, is packed at blasthole
Concrete static breaking agent, is expanded by static breaking agent, spalling concrete, exposes the skeleton of reinforcing bar 1 to be removed, it is described to
Dismounting reinforcing bar 1 is horizontality；
Step 2: one horizontal plastic slot 2 of installation is respectively set at the both ends of reinforcing bar 1 to be removed, by horizontal plastic slot 2
Opening upwards, grooves on two sides pass through reinforcing bar 1 to be removed and are suspended on reinforcing bar 1 to be removed；
Step 3: it is using plastic ties 6 that the horizontal 2 top semi-girder of plastic slot and reinforcing bar 1 to be removed is fixed, using glue
Mud 5 blocks the horizontal groove 2 with 1 contact surface vacancy of reinforcing bar to be removed；
Step 4: dilution heat of sulfuric acid 4 is poured into the horizontal plastic slot 2；
Step 5: after dilution heat of sulfuric acid 4 in horizontal plastic slot 2 and reinforcing bar 1 to be removed chemically react, steel is realized
The Statical pattern of muscle and dismounting.
Static crushing technology is used first, and blasthole is set in reinforced concrete member to be removed, it is broken to be packed into concrete static state
Broken dose, spalling concrete is expanded by static breaking agent, concrete static crushing exposes framework of steel reinforcement to be removed.Secondly,
One static crushing device of end reinforced each setting to be removed.For the static crushing device of reinforcing bar, composition includes wait tear open
Except reinforcing bar 1, horizontal plastic slot 2, vertical plastic slot 3, dilution heat of sulfuric acid 4, clay 5, plastic ties 6, lateral plastic dam 7,
Bottom plastic end plate 8, lateral baffle card slot 9.The construction method of reinforcing bar static state fracture device: when being crushed to horizontal reinforcement,
Horizontal plastic slot 2 is placed in such a way that opening upwards, grooves on two sides pass through reinforcing bar 1 and are suspended on reinforcing bar 1；Using modeling
Expect rope 6 by groove top semi-girder and 1 bundled fixed of reinforcing bar；The place of grooves on two sides and 1 contact surface vacancy of reinforcing bar uses clay 5
It smears and blocks；Dilution heat of sulfuric acid 4 is poured into horizontal plastic slot 2, reinforcing bar 1 is flooded.It waits in horizontal plastic slot 2
Dilution heat of sulfuric acid 4 chemically reacted with reinforcing bar 1, destroy reinforcing bar 1 by chemical attack, realize the static fracture of reinforcing bar with
It removes.Realize static state, noiseless that reinforced concrete structure removes overall process.
The spacing of length, width, height mainly between bar diameter to be broken and reinforcing bar is related, is mainly used to surround steel
Muscle places sulfuric acid solution.The width of plastic slot side or bottom opening, depth, the width and height of semi-girder mainly with to
The diameter of fracture reinforcing bar is related, and principal security reinforcing bar to be broken may pass through the opening of groove, and can block reinforcing bar with clay and open
Gap between mouthful.According to the diameter and spacing of reinforcing bar 1 to be removed, the length of horizontal plastic slot 2 and vertical plastic slot 3 is determined
Degree, width and height.
According to the diameter of reinforcing bar 1 to be removed, the width of horizontal 2 side opening of plastic slot, depth and semi-girder are determined
Width, the width of depth and semi-girder, height at width, height, and the bottom opening of vertical plastic slot 3.
Specific embodiment two: as shown in Figures 4 to 7, when reinforcing bar to be removed be vertical state, vertical reinforcing bar is carried out brokenly
When broken, vertical plastic slot 3 is placed in such a way that opening upwards, bottom groove pass through reinforcing bar 1 to be removed；Using plastic ties
6 by bottom groove semi-girder and 1 bundled fixed of reinforcing bar to be removed；Bottom groove and the place of 1 contact surface vacancy of reinforcing bar to be removed are adopted
It is smeared and is blocked with clay 5；Dilution heat of sulfuric acid 4 is poured into vertical plastic slot 3, the vertical steel to be removed of 3cm to 5cm is flooded
Muscle 1.Static crushing device for being crushed reinforcing bar installs.Finally, waiting the dilute sulfuric acid in vertical plastic slot 3 molten
Liquid 4 is chemically reacted with reinforcing bar 1 to be removed, destroys reinforcing bar 1 to be removed by chemical attack, realizes the static fracture of reinforcing bar
With dismounting.Realize static state, noiseless that reinforced concrete structure removes overall process.
The above is only the preferred embodiment of reinforced concrete structure static state noiseless method for dismounting, armored concrete
The protection scope of structure static state noiseless method for dismounting is not limited merely to above-described embodiment, all technical solutions belonged under thinking
It all belongs to the scope of protection of the present invention.It should be pointed out that those of ordinary skill in the art, not departing from original of the invention
Several improvements and changes under the premise of reason, such modifications and variations also should be regarded as protection scope of the present invention.
Claims (8)
1. a kind of reinforced concrete structure static state noiseless method for dismounting, it is characterized in that: the following steps are included:
Step 1: using static crushing technology, blasthole be arranged on reinforced concrete member to be removed, and coagulation is packed at blasthole
Soil static cracking agent, is expanded by static breaking agent, spalling concrete, exposes the skeleton of reinforcing bar to be removed (1), described wait tear open
Except reinforcing bar (1) is horizontality；
Step 2: one horizontal plastic slot (2) of installation is respectively set at the both ends of reinforcing bar to be removed (1), by horizontal plastic slot
(2) opening upwards, grooves on two sides pass through reinforcing bar to be removed (1) and are suspended on reinforcing bar to be removed (1)；
Step 3: it is using plastic ties (6) that semi-girder at the top of the horizontal plastic slot (2) and reinforcing bar to be removed (1) is fixed, it uses
Clay (5) blocks the horizontal plastic slot (2) and reinforcing bar to be removed (1) contact surface vacancy；
Step 4: dilution heat of sulfuric acid (4) is poured into the horizontal plastic slot (2)；
Step 5: it after dilution heat of sulfuric acid (5) in horizontal plastic slot (2) and reinforcing bar to be removed (1) chemically react, realizes
The Statical pattern of reinforcing bar and dismounting.
2. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 1, it is characterized in that: the step
Dilution heat of sulfuric acid (4) pours into the horizontal plastic slot (2) in rapid four, and dilution heat of sulfuric acid (4) submerged reinforcing bar to be removed
(1)。
3. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 1, it is characterized in that: when wait tear open
When the reinforcing bar removed is vertical state, the horizontal plastic slot (2) is replaced with into vertical plastic slot (3), using plastic ties (6)
Semi-girder at the top of the vertical plastic slot (3) and reinforcing bar to be removed (1) is fixed, by the bottom plastic of vertical plastic slot (3)
End plate (8) is inserted into vertical plastic slot (3), and the lateral plastic dam (7) of vertical plastic slot (3) is inserted into bottom plastic end
In the lateral baffle card slot (9) of plate (8), the vertical plastic slot (3) is contacted with reinforcing bar to be removed (1) using clay (5)
Face vacancy blocks, then dilution heat of sulfuric acid (4) is poured into vertical plastic slot (3).
4. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 3, it is characterized in that: described dilute
Sulfuric acid solution (4) pours into the vertical plastic slot (3), and dilution heat of sulfuric acid (4) submerged reinforcing bar to be removed (1) 3-5cm.
5. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 1, it is characterized in that: according to
The diameter and spacing for removing reinforcing bar (1), determine length, width and the height of horizontal plastic slot (2).
6. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 3, it is characterized in that: according to
The diameter and spacing for removing reinforcing bar (1), determine length, width and the height of vertical plastic slot (3).
7. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 1, it is characterized in that: according to
The diameter for removing reinforcing bar (1), determines width, the width of depth and semi-girder, height of horizontal plastic slot (2) side opening.
8. a kind of reinforced concrete structure static state noiseless method for dismounting according to claim 3, it is characterized in that: according to
The diameter for removing reinforcing bar (1) determines width, the height of width at the bottom opening of vertical plastic slot (3), depth and semi-girder
Degree.
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| CN110130674B (en) * | 2019-06-28 | 2021-07-02 | 绍兴文理学院 | Super-large pre-buried crushing hole device for static crushing and using method thereof |
| CN110284610B (en) * | 2019-07-29 | 2024-04-19 | 南京君缘科爆工程技术有限公司 | Customized partially dismantled reinforced concrete structure and static crushing dismantling method thereof |
| 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 |
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| CN1011889B (en) * | 1987-03-25 | 1991-03-06 | 铁道部第二工程局 | Static crushing agent |
| JP4414214B2 (en) * | 2003-12-24 | 2010-02-10 | 行政院原子能委員會核能研究所 | Treatment method of waste ion exchange resin |
| CN102127975A (en) * | 2011-04-14 | 2011-07-20 | 葛培中 | Concrete beforehand pore-forming static breaking technology |
| CN104404965A (en) * | 2014-11-05 | 2015-03-11 | 浙江海洋学院 | Method for removing reinforced concrete support beams in foundation pit support |
| CN104964624B (en) * | 2015-07-01 | 2018-05-22 | 湖北工业大学 | Reinforced beam axially pre-buried blasthole and demolition blasting method |
| CN106679519A (en) * | 2016-12-23 | 2017-05-17 | 中建八局第二建设有限公司 | Static blasting demolition method for interior reinforced concrete supports |
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