CN106049972B - Reverse cone-shape water-tower water tank lifts system and method in place - Google Patents
Reverse cone-shape water-tower water tank lifts system and method in place Download PDFInfo
- Publication number
- CN106049972B CN106049972B CN201610438503.6A CN201610438503A CN106049972B CN 106049972 B CN106049972 B CN 106049972B CN 201610438503 A CN201610438503 A CN 201610438503A CN 106049972 B CN106049972 B CN 106049972B
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- water
- water tank
- tower
- wedge
- stack shell
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/30—Water-towers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
- E04H12/342—Arrangements for stacking tower sections on top of each other
Abstract
The present invention relates to water tower technical field of building construction more particularly to a kind of reverse cone-shape water-tower water tank to lift system and method in place.Reverse cone-shape water-tower water tank disclosed by the invention lifts system in place, including the lifting device that can be promoted to outside water tower stack shell water tank at the top of water tower stack shell, further include the hoisting ring device being arranged on the lower ring of water tank and at least two wedge-shaped guide piles being arranged at the top of water tower stack shell, wedge-shaped guide pile is in circular arrangement by the center of circle of the center of water tower stack shell top surface, the diameter of a circle being external at the top of all wedge-shaped guide piles is smaller than the diameter of a circle for being external in all wedge-shaped guide pile bottoms, the diameter of a circle for being external in all wedge-shaped guide pile bottoms is matched with the internal diameter of lower ring.This structures and methods can reduce middle-size and small-size reverse cone-shape water-tower water tank lifting construction cost, shorten the construction period.
Description
Technical field
The present invention relates to water tower technical field of building construction more particularly to a kind of reverse cone-shape water-tower water tank to lift system in place
And method.
Background technology
Inverted cone water tower top includes tower body and water tank, is formed by reinforcing bar concrete placings, is the productions such as steel mill's hot rolling, cold rolling
The essential engineering component part of processing line.
Existing middle-size and small-size reverse cone-shape water-tower water tank lifts conventional construction method in place：First carry out applying for water tower stack shell
Work, after waiting for the construction of water tower stack shell, in the first prefabricated water tank on the ground of water tower stack shell, after water tank is prefabricated, in cylinder
Hydraulic pressure lift platform is installed at the top of body, is covered with lift lever in stack shell outer wall, is slowly promoted to by jack at the top of stack shell.It is this
There are the shortcomings that long in time limit, of high cost, water tank easily collides the security risks such as barrel for construction method.
Invention content
Present invention solves the technical problem that being：There is provided it is a kind of can reduce middle-size and small-size reverse cone-shape water-tower water tank lifting construction at
Originally the reverse cone-shape water-tower water tank for, shortening the construction period lifts system and method in place.
The present invention solves used by its technical problem reverse cone-shape water-tower water tank and lifts system in place, including can by water tank from
The lifting device being promoted to outside water tower stack shell at the top of water tower stack shell further includes the hoisting ring device being arranged on the lower ring of water tank
With at least two wedge-shaped guide piles being arranged at the top of water tower stack shell, wedge-shaped guide pile is using the center of water tower stack shell top surface as the center of circle
In circular arrangement, it is external in circle of the diameter of a circle at the top of all wedge-shaped guide piles than being external in all wedge-shaped guide pile bottoms
Diameter it is small, the diameter of a circle for being external in all wedge-shaped guide pile bottoms is matched with the internal diameter of lower ring.
Further, the hoisting ring device includes cricoid anchor slab, hanger and more anchor poles for connecting anchor slab and hanger,
The lower bar portion of anchor slab and anchor pole is anchored in lower ring, and hanger is located above lower ring.
Further, the hoisting ring device includes more anchor poles and hanger in the shape of an " I ", the top of anchor pole is fixed
On the downside of hanger, the lower bar portion of anchor pole is anchored in lower ring, and hanger is located above lower ring.
Further, the hanger includes Circular Plate, the reinforcing plate of " ten " font that is arranged in Circular Plate and uniformly
The multiple hanging rings being arranged in Circular Plate.
Further, the wedge shape guide pile is welded on the ring beam steel corbel at the top of water tower stack shell.
Further, the number of the wedge shape guide pile is 4 to 8.
Further, the lifting device is tracked heavy-duty crane.
The present invention solves reverse cone-shape water-tower water tank used by its technical problem and lifts installation method, includes the following steps：
S1, the prefabricated water tank in ground outside water tower stack shell, construct simultaneously with water tower stack shell, will be on lower ring during water tank is prefabricated
Hoisting ring device is installed；
S2, prefabricated water tank and the water tower stack shell of completion are conserved；
S3, the lifting rope to lifting device and for lifting device carry out Mechanics Calculation, it is ensured that the safety of lifting；
S4, water tank is hoisted at the top of water tower stack shell using lifting device, then by water tank slowly along wedge-shaped guide pile
It is placed in design axis and elevation；
S5, built-in fitting is welded in the bottom of ring beam steel corbel, and the lower ring of the top of ring beam steel corbel and water tank is welded
It connects securely；
S6, ring beam concrete is poured in ring beam steel corbel region, water tank and water tower stack shell are permanently fixed together.
The beneficial effects of the invention are as follows：Water tank can be promoted to outside water tower stack shell at the top of water tower stack shell due to using
Lifting device has saved a collection of lift lever that hydraulic pressure lift platform is a set of and stack shell outer wall is covered with, has reduced cost, and be avoided that
For conventional water tank in stack shell outer wall hydraulic pressure lift, water tank easily collides the security risks such as barrel；Due to being applied to water tower stack shell
It is prefabricated to carry out carrying out water tank while work on its external ground, it is easy for construction in can accurately looking for, and water tank is prefabricated and stack shell
Sliding formwork is carried out at the same time, and can be shortened the construction period.
Description of the drawings
Fig. 1 is the trend of work signal of one embodiment that reverse cone-shape water-tower water tank of the present invention lifts system in place
Figure；
Fig. 2 is the partial structurtes signal of one embodiment that reverse cone-shape water-tower water tank of the present invention lifts system in place
Figure；
Fig. 3 is the sectional view along A-A of Fig. 2；
Fig. 4 is the structural schematic diagram of one embodiment of hanger of the present invention；
Parts, position and number in figure：Water tank 1, lower ring 11, hoisting ring device 12, anchor slab 121, hanger 122, annulus
Plate 1221, reinforcing plate 1222, hanging ring 1223, anchor pole 123, water tower stack shell 2, wedge-shaped guide pile 21, ring beam steel corbel 22, ring beam concrete
23, stack shell top plate 24, lifting device 3, lifting rope 31, ground 4.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings.It should be noted that for these embodiments
Illustrate to be used to help understand the present invention, but does not constitute limitation of the invention.
As shown in Figures 1 to 4, reverse cone-shape water-tower water tank disclosed by the invention lifts system in place, including can by water tank 1 from
The lifting device 3 at 2 top of water tower stack shell is promoted to outside water tower stack shell 2, lifting device 3 can select tracked heavy-duty crane,
The handling weight of tracked heavy-duty crane can be between 300~500 tons；Further include being arranged on the lower ring 11 of water tank 1
Hoisting ring device 12 and at least two wedge-shaped guide piles 21 being arranged at the top of water tower stack shell 2, wedge-shaped guide pile 21 is with water tower stack shell 2
The center of top surface is that the center of circle is in circular arrangement, be external in 21 top of all wedge-shaped guide piles diameter of a circle ratio be external in it is all
The diameter of a circle of 21 bottom of wedge-shaped guide pile is small, is external in the diameter of a circle and lower ring 11 of 21 bottom of all wedge-shaped guide piles
Internal diameter matches.Wedge-shaped guide pile 21 herein is wedge-shaped block structure, as shown in 2, the block-like wedge-shaped guide pile of wedge shape 21 it is upper
Hold size small, lower end size is big, i.e., size becomes larger from upper end to lower end, i.e., the circle that 21 top of all wedge-shaped guide piles surrounds
The circumscribed circle diameter of circle is smaller, and the circumscribed circle diameter for the circle that lower part surrounds is larger, i.e., the circle that all wedge-shaped guide piles 21 surround
The circumscribed circle diameter of circle becomes larger from top to bottom, and ensures the circumscribed circle for the circle that 21 bottom of all wedge-shaped guide piles surrounds
Diameter is matched with the internal diameter of the lower ring 11 of water tank 1, then, water tank 1 is being carried out with 2 top of water tower stack shell when docking, water tank 1
11 position of lower ring can finally be readily achieved docking along 21 slide downward of wedge-shaped guide pile for being arranged in circular ring shape.
Due to lifting water tank 1 using lifting device 3, the hydraulic pressure lift platform used in conventional method is saved and stack shell outer wall is covered with
Lift lever also saves on cost.Also, due to being the top that water tank 1 is hoisted to water tower stack shell 2 outside water tower stack shell 2,
Therefore, in the construction process, water can be carried out on the ground outside it while carrying out slding form operation to water tower stack shell 2
Case 1 it is prefabricated, this construction method can greatly shorten the construction period of entire water tower.In operating process, by lifting device 3
Lifting rope 31 ties up on hoisting ring device 12, then starts lifting device, and water tank 1 will be risen according to the direction of arrow in Fig. 1, water is worked as
When case 1 reaches the top of water tower stack shell 2,11 position of lower ring of water tank 1 along be arranged in the wedge-shaped guide pile 21 of circular ring shape to
Lower slider is finally completed docking.Due to being arranged hoisting ring device 12 on the lower ring 11 of 1 bottom of water tank, it is equivalent to water tank 1
It is held up from its bottom, cisten mechanism will not be damaged and be influenced.
Specifically, in order to make 12 fixation of hoisting ring device, as shown in Fig. 2, the hoisting ring device 12 includes cricoid anchor slab
121, the lower bar portion of more anchor poles 123 of hanger 122 and connection anchor slab 121 and hanger 122, anchor slab 121 and anchor pole 123 is anchored in
In lower ring 11, hanger 122 is located at 11 top of lower ring.Anchor slab 121 can be the annular shape of monoblock type, can also be to have polylith
The annular shape that arc panel is spliced.One end of anchor pole 123 is fixed on anchor slab 211, and the other end is fixed on hanger 122, is risen
To the effect of connection.The surface area of anchor slab 121 is larger, can increase anchored between entire hoisting ring device 12 and lower ring 11 it is steady
It is qualitative, and when promoting water tank 1, do not allow the structure of destructible water tank 1 yet.Certainly, the hoisting ring device 12 may include more
The top of anchor pole 123 and hanger 122 in the shape of an " I ", anchor pole 123 is fixed on 122 downside of hanger, the lower bar portion anchor of anchor pole 123
It is fixed in lower ring 11, hanger 122 is located at 11 top of lower ring.The anchor pole 123 of I-shaped, which equally has, increases hoisting ring device
The effect of 12 anchoring area in lower ring 11.
Specifically, in order to ensure the structural stability of hanger 122, as shown in figure 4, the hanger 122 include Circular Plate 1221,
Multiple hanging rings that the reinforcing plate 1222 of " ten " font on the inside of Circular Plate 1221 is set and is uniformly arranged in Circular Plate 1221
1223.Reinforcing plate 1222 can increase the structural stability of Circular Plate 1221.It is of course also possible to make anchor pole 123 to Circular Plate
1221 top stretches out one section, by one section of shape for being bent into hanging ring of this stretching.
Specifically, in order to increase the stability of wedge-shaped guide pile 21, the wedge shape guide pile 21 is welded in positioned at water tower stack shell 2
On the ring beam steel corbel 22 at top.The number of wedge-shaped guide pile 21 can be 4 to 8.
Reverse cone-shape water-tower water tank disclosed by the invention lifts installation method, includes the following steps：
S1, in 2 outer ground of water tower stack shell, 4 prefabricated water tank 1, construct simultaneously with water tower stack shell 2, will be in lower ring during water tank is prefabricated
Hoisting ring device 12 is installed on beam 11；
S2, prefabricated water tank 1 and the water tower stack shell 2 of completion are conserved；
S3, the lifting rope 31 to lifting device 3 and for lifting device 3 carry out Mechanics Calculation, it is ensured that the safety of lifting；
S4, water tank 1 is hoisted to 2 top of water tower stack shell using lifting device 3, it is then that water tank 1 is slowly fixed along wedge shape
Position stake 21 is placed in design axis and elevation；
S5, built-in fitting is welded in the bottom of ring beam steel corbel 22, and by the lower ring at the top of ring beam steel corbel 22 and water tank 1
11 firm welding of beam；
S6, ring beam concrete 23 is poured in 22 region of ring beam steel corbel, water tank 1 and water tower stack shell 2 are permanently fixed together.
Water tank is prefabricated to construct simultaneously with water tower stack shell, can greatly shorten the construction period of water tower；It will using handling apparatus
Water tank is hoisted to the top of water tower stack shell from the outside of water tower stack shell, can be carried in water tower stack shell outer wall hydraulic pressure to avoid conventional water tank
In liter, water tank easily collides the security risk of water tower stack shell barrel.
Claims (7)
1. reverse cone-shape water-tower water tank lifts system in place, it is characterised in that：Including can be external from water tower stack shell (2) by water tank (1)
The lifting device (3) being promoted at the top of water tower stack shell (2) further includes the hanging ring dress being arranged on the lower ring (11) of water tank (1)
At least two wedge-shaped guide piles (21) set (12) and be arranged at the top of water tower stack shell (2), wedge-shaped guide pile (21) is with water tower cylinder
The center of body (2) top surface is that the center of circle is in circular arrangement, is external in the diameter of a circle at the top of all wedge-shaped guide piles (21) than outer
The diameter of a circle for being connected to all wedge-shaped guide pile (21) bottoms is small, is external in the diameter of a circle of all wedge-shaped guide pile (21) bottoms
It is matched with the internal diameter of lower ring (11)；
The hoisting ring device (12) includes cricoid anchor slab (121), hanger (122) and connection anchor slab (121) and hanger (122)
The lower bar portion of more anchor poles (123), anchor slab (121) and anchor pole (123) is anchored in lower ring (11), under hanger (122) is located at
Above ring beam (11).
2. reverse cone-shape water-tower water tank lifts system in place, it is characterised in that：Including can be external from water tower stack shell (2) by water tank (1)
The lifting device (3) being promoted at the top of water tower stack shell (2) further includes the hanging ring dress being arranged on the lower ring (11) of water tank (1)
At least two wedge-shaped guide piles (21) set (12) and be arranged at the top of water tower stack shell (2), wedge-shaped guide pile (21) is with water tower cylinder
The center of body (2) top surface is that the center of circle is in circular arrangement, is external in the diameter of a circle at the top of all wedge-shaped guide piles (21) than outer
The diameter of a circle for being connected to all wedge-shaped guide pile (21) bottoms is small, is external in the diameter of a circle of all wedge-shaped guide pile (21) bottoms
It is matched with the internal diameter of lower ring (11)；
The hoisting ring device (12) includes more anchor poles (123) and hanger (122) in the shape of an " I ", the top of anchor pole (123)
It is fixed on the downside of hanger (122), the lower bar portion of anchor pole (123) is anchored in lower ring (11), and hanger (122) is located at lower ring
(11) top.
3. reverse cone-shape water-tower water tank according to claim 1 or 2 lifts system in place, it is characterised in that：The hanger
(122) include Circular Plate (1221), the reinforcing plate (1222) of " ten " font in Circular Plate (1221) is set and is uniformly arranged
Multiple hanging rings (1223) in Circular Plate (1221).
4. reverse cone-shape water-tower water tank according to claim 1 or 2 lifts system in place, it is characterised in that：The wedge shape is fixed
Position stake (21) is welded on the ring beam steel corbel (22) at the top of water tower stack shell (2).
5. reverse cone-shape water-tower water tank according to claim 1 or 2 lifts system in place, it is characterised in that：The wedge shape is fixed
The number of position stake (21) is 4 to 8.
6. reverse cone-shape water-tower water tank according to claim 1 or 2 lifts system in place, it is characterised in that：The promotion dress
It is tracked heavy-duty crane to set (3).
7. reverse cone-shape water-tower water tank lifts installation method, which is characterized in that use back taper shell water as claimed in claim 1 or 2
Tower water tank lifts system in place, includes the following steps：
S1, in water tower stack shell (2) outer ground (4) prefabricated water tank (1), construct simultaneously with water tower stack shell (2), will be during water tank is prefabricated
Hoisting ring device (12) is installed on lower ring (11)；
S2, prefabricated water tank (1) and the water tower stack shell (2) of completion are conserved；
S3, the lifting rope (31) to lifting device (3) and for lifting device (3) carry out Mechanics Calculation, it is ensured that the safety of lifting；
S4, water tank (1) is hoisted at the top of water tower stack shell (2) using lifting device (3), then by water tank (1) slowly along wedge
Shape guide pile (21) is placed in design axis and elevation；
S5, built-in fitting is welded in the bottom of ring beam steel corbel (22), and will be under the top of ring beam steel corbel (22) and water tank (1)
Ring beam (11) firm welding；
S6, ring beam concrete (23) is poured in ring beam steel corbel (22) region, water tank (1) and water tower stack shell (2) are permanently affixed at
Together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610438503.6A CN106049972B (en) | 2016-06-16 | 2016-06-16 | Reverse cone-shape water-tower water tank lifts system and method in place |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610438503.6A CN106049972B (en) | 2016-06-16 | 2016-06-16 | Reverse cone-shape water-tower water tank lifts system and method in place |
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| Publication Number | Publication Date |
|---|---|
| CN106049972A CN106049972A (en) | 2016-10-26 |
| CN106049972B true CN106049972B (en) | 2018-11-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610438503.6A Active CN106049972B (en) | 2016-06-16 | 2016-06-16 | Reverse cone-shape water-tower water tank lifts system and method in place |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113863672A (en) * | 2021-11-25 | 2021-12-31 | 中国十九冶集团有限公司 | Method for quickly constructing cylinder box concrete structure |
| CN114892966A (en) * | 2022-06-27 | 2022-08-12 | 中交二公局第七工程有限公司 | Inverted cone shell water tower water tank integral casting concrete supporting assembly and supporting method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736904A (en) * | 2009-12-10 | 2010-06-16 | 中冶实久建设有限公司 | Method for lifting inverted cone shell water tank of reinforced concrete water tower |
| CN102051995A (en) * | 2010-12-24 | 2011-05-11 | 二十三冶建设集团有限公司 | Hoisting method of hyperbolic water-tower water tank and hoisting device |
| CN103195287A (en) * | 2013-04-09 | 2013-07-10 | 中国十九冶集团有限公司 | Obconical water tank hydraulic lifting anti-falling device and method of reinforced concrete water tower |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59170370A (en) * | 1983-03-16 | 1984-09-26 | 石川島タンク建設株式会社 | Building of high water tank |
| US8443571B2 (en) * | 2009-09-19 | 2013-05-21 | Btpatent Llc | Wind power equipment and assembly |
-
2016
- 2016-06-16 CN CN201610438503.6A patent/CN106049972B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101736904A (en) * | 2009-12-10 | 2010-06-16 | 中冶实久建设有限公司 | Method for lifting inverted cone shell water tank of reinforced concrete water tower |
| CN102051995A (en) * | 2010-12-24 | 2011-05-11 | 二十三冶建设集团有限公司 | Hoisting method of hyperbolic water-tower water tank and hoisting device |
| CN103195287A (en) * | 2013-04-09 | 2013-07-10 | 中国十九冶集团有限公司 | Obconical water tank hydraulic lifting anti-falling device and method of reinforced concrete water tower |
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| CN106049972A (en) | 2016-10-26 |
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