CN102080384B - Construction method for mounting lifter on top plate of underground parking garage - Google Patents
Construction method for mounting lifter on top plate of underground parking garage Download PDFInfo
- Publication number
- CN102080384B CN102080384B CN2010106083777A CN201010608377A CN102080384B CN 102080384 B CN102080384 B CN 102080384B CN 2010106083777 A CN2010106083777 A CN 2010106083777A CN 201010608377 A CN201010608377 A CN 201010608377A CN 102080384 B CN102080384 B CN 102080384B
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- Prior art keywords
- hoist
- mounting
- support system
- underground garage
- lifter
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Abstract
The invention relates to a construction method for mounting a lifter on a top plate of an underground parking garage, belonging to the building technology. The method comprises the following steps: 1) designing a hanging basic support system of the lifter; 2) locating and staking out a vertical rod; 3) mounting the vertical rod and a level rod; 4) mounting main edges; 5) mounting auxiliary edges; 6) mounting a double bridging; mounting the vertical and continuous double bridging at the periphery and longitudinal and transverse middle parts of the support system; 7) mounting a beam slab mould of the top plate of the underground parking garage; 8) binding steel bars; 9) mounting ground bolts of the lifter; 10) pouring concrete to the top plate of the underground parking garage; and 11) mounting the lifter. The method is safe and reliable in stress performance, convenient in construction, and capable of solving the technical problem that the top plate of the underground parking garage cannot bear the lifter; compared with the traditional construction method for mounting the lifter on a foundation slab of the underground parking garage, the construction method in the invention can levelly transport in one step, can reduce the comprehensive cost for constructing and transporting, and can ensure that the constructing and transporting are not blocked.
Description
Technical field
The present invention relates to the hoist job practices is installed on a kind of underground garage top board, belong to technical field of buildings.
Technical background
In recent years, the underground garage form that connects the place is set in high stored building group, throughout the country extensive use in the design.Highrise building is in the main body construction stage, for the convenient construction personnel go up downstairs the vertical transport with material, necessary installation hoist; But because the underground garage area is huge; Its outward flange is far apart from main building, so the main building construction elevator can only install near the basic raft plate it, and on the underground garage top board, reserves hole is installed; Construction material can carry out vertical transport after adopting manual work to be transported to underground garage hoist position; Cause last speed downstairs of constructor and transport of materials efficient seriously to reduce, greatly influenced construction speed and economic benefit, become a national generality technical barrier that urgency is to be solved.
Summary of the invention
The object of the present invention is to provide the hoist job practices is installed on a kind of underground garage top board, safe and reliable, can significantly improve the construction conevying efficiency.
The hoist job practices is installed on the underground garage top board of the present invention, takes following steps:
1, the hoist job practices is installed on a kind of underground garage top board, it is characterized in that taking following steps:
1) the unsettled base support System Design of construction elevator: multiply by 1.5 the coefficient of impact according to the whole load of construction elevator, the unsettled base support system of design hoist;
2) location unwrapping wire: on the raft plate of underground garage basis, emit hoist base support system vertical rod position coordinates net;
3) set up vertical rod and horizon bar: after the form bracing system vertical rod was accurately in place, the adjustable rest of the formula of putting more energy into of diameter>=Φ 30 was inserted in its top, forms the axle center power transmission, sets up the support system horizon bar by step pitch≤1.8m then;
4) the stupefied installation of supporter owner: the i iron master who in the U-shaped supporting plate of adjustable rest, places designing requirement is stupefied;
5) support system time stupefied installation: it is inferior stupefied above the i iron master is stupefied, to place the lumps of wood by spacing;
6) set up bridging: set up vertical bridging continuously with middle part in length and breadth is two-way in that support system is peripheral, the angle of bridging and 45 °～60 ° of ground formation;
7) underground garage top board beam-slab template is installed: template adopts the thick bamboo plywood of >=15 ㎜, and form joint place adopts both sides' wood arranged side by side fixing;
8) assembling reinforcement: underground garage top board beam reinforced steel bar colligation;
9) the hoist stone bolt is installed: snap the line is confirmed hoist stone bolt position on template, foot bolt regularly on beam reinforced steel bar;
10) concreting: the beam slab concrete monobloc cast of underground garage top board and hoist basis drop shadow spread;
11) hoist is installed: treat to install when underground garage concrete roof intensity reaches C20 at least hoist.
The support system steel pipe all adopts the Q235 shape steel tube of Φ 48mm * 3.0mm among the present invention.
Compared with prior art, the present invention has following beneficial effect:
(1) the present invention installs hoist on the underground garage top board, can utilize open underground garage top board as horizontal shipping platform, makes the construction level transportation unblocked, settles at one go, significantly improves the construction conevying efficiency.
(2) the present invention utilizes the underground garage top board as the hoist basis, saves concrete 5 * 5 * 0.5=12.5m
3, and save hoist basis arrangement of reinforcement.
(3) the underground garage top board beam slab template supporting system of hoist basis drop shadow spread and other scopes is constructed synchronously, and only vertical pole ' s span, main stupefied different does not increase the support system expense basically, and cost is low.
(4) the support system simple structure of hoist basis drop shadow spread is safe and reliable, workable, is convenient to guarantee construction quality.
Description of drawings
Fig. 1, one embodiment of the invention hoist support system structural representation.
Among the figure: 1, time stupefied 8, vertical bridging 9, underground garage top board beam forms 10, underground garage top plate template 11, underground garage beam reinforced steel bar 12, hoist stone bolt 13, hoist base concrete 14, hoist continuously of stupefied 7, the lumps of wood of underground garage raft plate 2, vertical rod position coordinates net 3, support system vertical rod 4, support system horizon bar 5, the formula of putting more energy into is adjustable rest 6, i iron master.
The specific embodiment
Below in conjunction with embodiment the present invention is described further.
The hoist job practices is installed on the underground garage top board of the present invention, takes following steps:
1) the unsettled base support System Design of construction elevator: multiply by 1.5 the coefficient of impact according to the whole load of construction elevator, the unsettled base support system of design hoist;
2) location unwrapping wire: on underground garage basis raft plate 1, emit hoist base support system vertical rod position coordinates net 2;
3) set up vertical rod and horizon bar: form bracing system vertical rod 3 is after vertical rod position coordinates net 2 is accurately in place, and the adjustable rest 5 of the formula of putting more energy into of diameter>=Φ 30 is inserted in its top, forms the axle center power transmission, sets up support system horizon bar 4 by step pitch≤1.8m then;
4) the stupefied installation of supporter owner: the i iron master stupefied 6 who on the adjustable rest 5 of the formula of putting more energy into, places designing requirement;
5) support system time stupefied installation: above i iron master stupefied 6, place the lumps of wood inferior stupefied 7 by design pitch;
6) set up bridging: set up vertical bridging 8 continuously at the peripheral vertical rod 3 two-way in length and breadth middle part vertical rod of hoist base support system 3 positions, vertical bridging 8 continuously forms 45 °～60 ° angle with ground;
7) underground garage top board beam forms 9, underground garage top plate template 10 are installed: beam forms 9 adopts the thick bamboo plywood of >=15 ㎜ with template die plate 10;
8) assembling reinforcement: underground garage beam reinforced steel bar 11 colligations;
9) the hoist stone bolt is installed: snap the line is confirmed hoist stone bolt 12 positions on underground garage top board beam forms 9, fixed elevated machine stone bolt 12 on underground garage beam reinforced steel bar 11;
10) concreting: underground garage top board and hoist base concrete 13 monobloc casts;
11) hoist is installed: treat that underground garage concrete roof intensity reaches C20 and hoist 14 is installed when above.
Claims (1)
1. on a underground garage top board hoist job practices is installed, it is characterized in that taking following steps:
1) the unsettled base support System Design of construction elevator: multiply by 1.5 the coefficient of impact according to the whole load of construction elevator, the unsettled base support system of design hoist;
2) location unwrapping wire: on the raft plate of underground garage basis, emit hoist base support system vertical rod position coordinates net;
3) set up vertical rod and horizon bar: after the form bracing system vertical rod was accurately in place, the adjustable rest of the formula of putting more energy into of diameter>=Φ 30 was inserted in its top, forms the axle center power transmission, sets up the support system horizon bar by step pitch≤1.8m then;
4) the stupefied installation of supporter owner: the i iron master who in the U-shaped supporting plate of adjustable rest, places designing requirement is stupefied;
5) support system time stupefied installation: it is inferior stupefied above the i iron master is stupefied, to place the lumps of wood by spacing;
6) set up bridging: set up vertical bridging continuously with middle part in length and breadth is two-way in that support system is peripheral, the angle of bridging and 45 °～60 ° of ground formation;
7) underground garage top board beam-slab template is installed: template adopts the thick bamboo plywood of >=15 ㎜, and form joint place adopts both sides' wood arranged side by side fixing;
8) assembling reinforcement: underground garage top board beam reinforced steel bar colligation;
9) the hoist stone bolt is installed: snap the line is confirmed hoist stone bolt position on template, foot bolt regularly on beam reinforced steel bar;
10) concreting: the beam slab concrete monobloc cast of underground garage top board and hoist basis drop shadow spread;
11) hoist is installed: treat to install when underground garage concrete roof intensity reaches C20 at least hoist.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106083777A CN102080384B (en) | 2010-12-28 | 2010-12-28 | Construction method for mounting lifter on top plate of underground parking garage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010106083777A CN102080384B (en) | 2010-12-28 | 2010-12-28 | Construction method for mounting lifter on top plate of underground parking garage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102080384A CN102080384A (en) | 2011-06-01 |
| CN102080384B true CN102080384B (en) | 2012-02-01 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010106083777A Expired - Fee Related CN102080384B (en) | 2010-12-28 | 2010-12-28 | Construction method for mounting lifter on top plate of underground parking garage |
Country Status (1)
| Country | Link |
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| CN (1) | CN102080384B (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103184742A (en) * | 2011-12-27 | 2013-07-03 | 上海市第七建筑有限公司 | Support structure used for reinforcing lift foundation basement and support method thereof |
| CN103556826B (en) * | 2013-11-18 | 2015-08-26 | 山东万鑫建设有限公司 | The superstructure region supports system construction method of region, ater-casting and both sides thereof |
| CN104196055B (en) * | 2014-08-08 | 2015-12-09 | 山东万鑫建设有限公司 | Outer wall of basement lower die board construction method |
| CN108149921A (en) * | 2016-06-08 | 2018-06-12 | 叶香雄 | The high beam construction method such as basement |
| CN107818223B (en) * | 2017-11-02 | 2020-09-01 | 金瀚建设有限公司 | Bearing capacity checking calculation and construction method for mounting lifter on underground garage roof |
| CN108442728A (en) * | 2018-03-19 | 2018-08-24 | 中国五冶集团有限公司 | Construction elevator basement roof local stiffening structures and methods |
| CN111042594B (en) * | 2019-12-28 | 2021-09-07 | 山东天齐置业集团股份有限公司 | Construction process of elevator foundation at post-cast strip position of garage top plate settlement |
| CN114592540A (en) * | 2022-03-08 | 2022-06-07 | 成都建工集团有限公司 | Subway upper cover building oversized beam template supporting system and construction method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101434358A (en) * | 2008-11-20 | 2009-05-20 | 上海建工（集团）总公司 | Elevator for deep foundation pit excavation by inverse construction method, and excavation system and method |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0827903A (en) * | 1994-07-12 | 1996-01-30 | Tokyu Koken Kk | All weather type building method |
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2010
- 2010-12-28 CN CN2010106083777A patent/CN102080384B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101434358A (en) * | 2008-11-20 | 2009-05-20 | 上海建工（集团）总公司 | Elevator for deep foundation pit excavation by inverse construction method, and excavation system and method |
Non-Patent Citations (1)
| Title |
|---|
| 顾新洪.施工升降机基础与地下车库顶板连体施工技术.《建筑施工》.2010,第32卷(第2期),148-149. * |
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| CN102080384A (en) | 2011-06-01 |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120201 Termination date: 20131228 |