CN109577340A - Pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting - Google Patents
Pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting Download PDFInfo
- Publication number
- CN109577340A CN109577340A CN201710904331.1A CN201710904331A CN109577340A CN 109577340 A CN109577340 A CN 109577340A CN 201710904331 A CN201710904331 A CN 201710904331A CN 109577340 A CN109577340 A CN 109577340A
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- China
- Prior art keywords
- rope saw
- supporting beam
- cutting
- cut
- dismounting
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention relates to a kind of pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting, comprising steps of one: being reinforced with form bracing system and casting concrete floor at an upper portion thereof；Two: preparation of construction；Three: determining the size, weight and per pass cut surface position of cutting cube, draw cutting design typesetting figure and the cutting-up secant on beam；Four: steel stirrup being placed under supporting beam, rectangular sleeper is padded between steel split heads and the supporting beam that need to be cut；Five: putting rope saw well, diamond rope saw and rope saw and supporting beam are connected；Six: powering on, cooling water, check debugging rope saw and fail-safe condition, tear support periphery open and carry out safety and go along with sb. to guard him and warning mark；Seven: starting to cut；Eight: handling.Execute-in-place of the present invention is convenient, is easily understood；Small to structural perturbation, cutting speed is fast, high-efficient；The quantity that rope saw can be increased according to supporting beam reasonable quantity, is not limited by place and space, reduces labor waste.
Description
Technical field
The present invention relates to a kind of rope saw cut method for dismounting, specifically pattern foundation pit supporting structure supporting beam rope saw cut dismounting side
Method.
Background technique
In Deep Foundation Pit Supporting Project, especially in the deep area of mud, in order to guarantee deep basal pit safety, elongated setting steel
Reinforced concrete supporting beam, during basement construction, supporting beam need to be with being removed in the work progress of basement structure.It passes
The foundation pit method for dismounting of system be pneumatic pick cut, the methods of static(al) explosion, there are effects it is low, noise is big, fugitive dust is more the disadvantages of, and tear open
It needs largely manually to be cleared up after removing, it is long in time limit.
Summary of the invention
The present invention is directed to overcome the deficiencies of existing technologies, a kind of pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting is provided,
Execute-in-place is convenient, is easily understood；Small to structural perturbation, cutting speed is fast, high-efficient；It can be increased according to supporting beam reasonable quantity
The quantity of rope saw, is not limited by place and space, reduces labor waste.
In order to solve the above-mentioned technical problem, the present invention is implemented as follows:
A kind of pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting, it is characterised in that it includes the following steps:
Step 1: it is reinforced during Construction Support beam lower layer's floor using form bracing system, in mould after construction
Plate support system top casting concrete floor；
Step 2: preparation of construction: power supply, water source laying in place, are determined pit retaining monitoring point by scene；
Step 3: the big of cutting cube is determined according to the elevating capacity of hanging device, the concrete section for tearing support scheme and supporting beam open
Small, weight and per pass cut surface position draw cutting design typesetting figure, and pull cutting line on beam；
Step 4: steel stirrup is placed under supporting beam, and rectangular sleeper is padded between steel split heads and the supporting beam that need to be cut；
Step 5: the cutting line position pulled according to scene puts rope saw well, and diamond rope saw and rope saw and supporting beam are connected
It connects；
Step 6: powering on, cooling water, checks debugging rope saw and fail-safe condition, tears support periphery open and carries out security warning
Mark；
Step 7: after confirmation reaches and tears stay part open, starting to cut, after per pass supporting beam the first block concrete block is due to cutting
The mode for having stress release, therefore inclined-plane being taken to cut off being capable of smooth handling after guaranteeing cutting；
Step 8: the concrete block for cutting completion is lain in the support platform of steel split heads and rectangular sleeper composition, with tower crane or
Crane be hoisted to outside the venue, when concrete block is not within tower crane or crane radius, shipped it to and is hung using fork truck
It transports in radius, then carries out handling.
The beneficial effects of the present invention are: can reduce noise compared to method, static(al) blasting procedure is cut using the method and dust is dirty
Dye, the concrete block of cutting, which is allocated and transported, reduces the expense cleared up in place and time to being crushed outside the venue；Execute-in-place side
Just, it is easily understood；Small to structural perturbation, cutting speed is fast, high-efficient；The number of rope saw can be increased according to supporting beam reasonable quantity
Amount, is not limited, less labor waste by place and space, and mechanization degree is high；Saw equipment of restricting is simple, is easily installed.
Detailed description of the invention
The present invention will be further described in detail below with reference to the accompanying drawings and embodiments:
Fig. 1 is the structural diagram of the present invention.
Fig. 2 is the structural schematic diagram of Fig. 1 side-looking direction.
Specific embodiment
As shown in Figs. 1-2: a kind of pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting, it includes the following steps:
Step 1: it is reinforced during Construction Support beam lower layer's floor according to the form bracing system 1 of calculating, construction finishes
Casting concrete floor 2 is carried out on form bracing system top afterwards；
Step 2: preparation of construction: power supply, water source laying in place, are determined pit retaining monitoring point by scene；
Step 3: the big of cutting cube is calculated according to the elevating capacity of hanging device, the concrete section for tearing support scheme and supporting beam 5 open
Small, weight and per pass cut surface position draw cutting design typesetting figure, and pull cutting line on beam；
Step 4: the steel stirrup 3 made with 10# channel steel is placed under supporting beam, position and spacing according to tear open support scheme into
Row is placed, and the rectangular sleeper 4 of 150 × 150mm is padded between steel split heads and the supporting beam that need to be cut 5；
Step 5: the cutting line position pulled according to scene puts rope saw 6 well, by diamond rope saw 7 and rope saw 6 and support
Beam 5 connects；
Step 6: powering on, cooling water, checks debugging rope saw 6 and fail-safe condition, tears support periphery open and carries out security warning
Mark；
Step 7: after confirmation reaches and tears stay part open, starting to cut, after per pass supporting beam the first block concrete block is due to cutting
The mode for having stress release, therefore inclined-plane being taken to cut off being capable of smooth handling after guaranteeing cutting；
Step 8: the concrete block for cutting completion lies in the support platform of steel split heads 3 and the rectangular sleeper composition of 150 × 150mm
On, be hoisted to outside the venue with tower crane or crane, when concrete block is not within tower crane or crane radius, utilizes fork truck
It ships it in handling radius, then carries out handling.
Claims (1)
1. a kind of pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting, it is characterised in that it includes the following steps:
Step 1: it is reinforced during Construction Support beam lower layer's floor using form bracing system, in mould after construction
Plate support system top casting concrete floor；
Step 2: preparation of construction: power supply, water source laying in place, are determined pit retaining monitoring point by scene；
Step 3: the big of cutting cube is determined according to the elevating capacity of hanging device, the concrete section for tearing support scheme and supporting beam open
Small, weight and per pass cut surface position draw cutting design typesetting figure, and pull cutting line on beam；
Step 4: steel stirrup is placed under supporting beam, and rectangular sleeper is padded between steel split heads and the supporting beam that need to be cut；
Step 5: the cutting line position pulled according to scene puts rope saw well, and diamond rope saw and rope saw and supporting beam are connected
It connects；
Step 6: powering on, cooling water, checks debugging rope saw and fail-safe condition, tears support periphery open and carries out safe go along with sb. to guard him
And warning mark；
Step 7: after confirmation reaches and tears stay part open, starting to cut, after per pass supporting beam the first block concrete block is due to cutting
The mode for having stress release, therefore inclined-plane being taken to cut off being capable of smooth handling after guaranteeing cutting；
Step 8: the concrete block for cutting completion is lain in the support platform of steel split heads and rectangular sleeper composition, with tower crane or
Crane be hoisted to outside the venue, when concrete block is not within tower crane or crane radius, shipped it to and is hung using fork truck
It transports in radius, then carries out handling.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710904331.1A CN109577340A (en) | 2017-09-29 | 2017-09-29 | Pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710904331.1A CN109577340A (en) | 2017-09-29 | 2017-09-29 | Pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577340A true CN109577340A (en) | 2019-04-05 |
Family
ID=65914102
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710904331.1A Pending CN109577340A (en) | 2017-09-29 | 2017-09-29 | Pattern foundation pit supporting structure supporting beam rope saw cut method for dismounting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577340A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111074902A (en) * | 2019-11-19 | 2020-04-28 | 中国二十冶集团有限公司 | Construction method for dismantling deep foundation pit concrete support beam in soft soil area |
| CN111608426A (en) * | 2020-05-29 | 2020-09-01 | 中国一冶集团有限公司 | Inner supporting beam and support-replacing beam dismounting device and construction method |
| CN113106980A (en) * | 2021-03-16 | 2021-07-13 | 中煤江南建设发展集团有限公司 | Method for dismantling old beam plate in foundation pit supporting structure |
| CN114961335A (en) * | 2022-06-24 | 2022-08-30 | 广东省第四建筑工程有限公司 | Demolition construction method for large-span reinforced concrete supporting beam |
| CN115030540A (en) * | 2022-06-26 | 2022-09-09 | 中航天建设工程集团有限公司 | Safety protection cover |
| CN116427430A (en) * | 2023-05-30 | 2023-07-14 | 广州市机电安装有限公司 | Construction method for removing inner support back roof |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220894A (en) * | 2015-11-16 | 2016-01-06 | 中国华西企业有限公司 | The harmless cutting disassembling structure of inner support rope saw and construction thereof |
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2017
- 2017-09-29 CN CN201710904331.1A patent/CN109577340A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105220894A (en) * | 2015-11-16 | 2016-01-06 | 中国华西企业有限公司 | The harmless cutting disassembling structure of inner support rope saw and construction thereof |
Non-Patent Citations (1)
| Title |
|---|
| 高瞻: ""金刚石绳锯切割在钢筋混凝土内支撑拆除工程中的应用"", 《中国建设信息》 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111074902A (en) * | 2019-11-19 | 2020-04-28 | 中国二十冶集团有限公司 | Construction method for dismantling deep foundation pit concrete support beam in soft soil area |
| CN111608426A (en) * | 2020-05-29 | 2020-09-01 | 中国一冶集团有限公司 | Inner supporting beam and support-replacing beam dismounting device and construction method |
| CN111608426B (en) * | 2020-05-29 | 2022-01-25 | 中国一冶集团有限公司 | Construction method of inner supporting beam and support beam replacing and dismantling device |
| CN113106980A (en) * | 2021-03-16 | 2021-07-13 | 中煤江南建设发展集团有限公司 | Method for dismantling old beam plate in foundation pit supporting structure |
| CN114961335A (en) * | 2022-06-24 | 2022-08-30 | 广东省第四建筑工程有限公司 | Demolition construction method for large-span reinforced concrete supporting beam |
| CN114961335B (en) * | 2022-06-24 | 2023-08-15 | 广东省第四建筑工程有限公司 | Demolition construction method for large-span reinforced concrete support beam |
| CN115030540A (en) * | 2022-06-26 | 2022-09-09 | 中航天建设工程集团有限公司 | Safety protection cover |
| CN116427430A (en) * | 2023-05-30 | 2023-07-14 | 广州市机电安装有限公司 | Construction method for removing inner support back roof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190405 |