CN202117390U - Segmentally spliced water tank tower - Google Patents
Segmentally spliced water tank tower Download PDFInfo
- Publication number
- CN202117390U CN202117390U CN201120154145.9U CN201120154145U CN202117390U CN 202117390 U CN202117390 U CN 202117390U CN 201120154145 U CN201120154145 U CN 201120154145U CN 202117390 U CN202117390 U CN 202117390U
- Authority
- CN
- China
- Prior art keywords
- tower
- water tank
- standard knot
- pylon
- foundation
- 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.)
- Expired - Fee Related
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 30
- 239000010959 steel Substances 0.000 claims abstract description 30
- 239000002131 composite material Substances 0.000 claims description 11
- 229910000679 solder Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 16
- 239000002994 raw material Substances 0.000 abstract description 2
- 239000002699 waste material Substances 0.000 abstract description 2
- 230000000712 assembly Effects 0.000 abstract 1
- 238000000429 assembly Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000008400 supply water Substances 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000008399 tap water Substances 0.000 description 1
- 235000020679 tap water Nutrition 0.000 description 1
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本实用新型公开了一种分节段拼装的水箱塔架，其特征是在底部混凝土基础中预埋钢板组合件构成塔架基础，设置在塔架基础上的塔架本体是由空间钢桁架结构的各塔架标准节在沿塔架的高度上拼装而成，塔架顶部设置一水箱底座，水箱放置在所述水箱底座上。本实用新型采用空间钢桁架结构、分节段拼装，施工快捷方便、工期短、结构稳定性强，钢结构的可重复利用性能有效避免了原材料的浪费。
The utility model discloses a segmentally assembled water tank tower, which is characterized in that steel plate assemblies are pre-embedded in the concrete foundation at the bottom to form the tower foundation, and the tower body arranged on the tower foundation is a space steel truss structure Each tower standard section is assembled along the height of the tower, and a water tank base is arranged on the top of the tower, and the water tank is placed on the water tank base. The utility model adopts a space steel truss structure and is assembled in sections, which is fast and convenient in construction, short in construction period and strong in structural stability, and the reusable performance of the steel structure effectively avoids the waste of raw materials.
Description
Technical field
The utility model relates to tank tower, a kind of tank tower that is particularly suited for being applied in the job site, to guarantee that construction water is pressed of more specifically saying so.
Background technology
Overwhelming majority engineering construction is to construct in the open air; One big difference of field construction and municipal construction is to adopt city tap-water to supply water when being municipal construction; And field construction need be dug place's well at the scene; From well, draw water to the water supply water tower, need keep the certain hydraulic pressure of water in the water tower simultaneously.
In the prior art, be applied in the water tower in the engineering construction, its tank tower normally adopts concrete foundation and full masonry walls body, and there is following problem in this form of structure in practice of construction:
1, the work progress of full masonry walls body comprises: basic formwork erection, base concrete construction and pre-buried wall body connecting reinforcement, concrete curing, form removal, segmentation masonry wall body, water tank base are set up etc.; Manufacturing process takes a lot of work, time-consuming; Cycle is long, and masonry walls body verticality is difficult to control;
2, full masonry walls dismantle big, cost of dismantling and freight height in man-hour when the later stage reclaims in the place;
3, masonry walls body construction quality is difficult to control, and wall body building construction causes structural stability poor after too high, has great potential safety hazard.
The utility model content
The utility model is for avoiding above-mentioned existing in prior technology weak point, a kind of tank tower of segmented assembly unit being provided, to simplify work progress, useless, the increase structural stability of the raw-material consumption of minimizing.
The utility model technical solution problem adopts following technical scheme:
The design feature of the tank tower of the segmented assembly unit of the utility model is: the pre-embedded steel slab composite member constitutes tower foundation in the concrete foundation of bottom; Be arranged on pylon body on the tower foundation and be by each pylon standard knot of Steel Space Truss structure along assembled on the height of pylon; Tower top is provided with a water tank base, and water tank is placed on the said water tank base.
The design feature of the tank tower of the segmented assembly unit of the utility model also is:
Said pylon standard knot comprises bottom standard knot, intermediate layer standard knot and top layer standard knot, said bottom standard knot) be to be connected with pre-embedded steel slab composite member flange in its Steel Space Truss central post and the bottom concrete foundation; Be to adopt flange to connect between the column in the Steel Space Truss on relative position between the pylon standard knot of adjacent one deck; Said top layer standard knot is to be connected with flange between its space truss central post and the water tank base.
The pylon standard knot of said Steel Space Truss structure is the integral solder structure.
Said water tank base is a truss structural.
Compared with present technology, the utility model beneficial effect is embodied in:
1, the utility model adopts the steel truss splicing structure, has simplified production process greatly, and quick construction is convenient, effectively the reduction of erection time; Its tank tower, each standard knot and water tank base can be reused, and have avoided waste.
2, the utility model adopts flange to connect sound construction, easy accessibility.
3, the utility model through adjustment tank tower assembly unit quantity reach adjustment water tower height purpose, simple and convenient, Practical Performance is high.
4, the whole steel truss structure of the utility model has good rigidity and stability
5, the utility model can adopt batch production processing, and single member maximum length is no more than 6m, convenient transportation basically.
Description of drawings
Fig. 1 is the utility model structural representation;
Label among the figure: 1 concrete foundation; 2 pre-embedded steel slab composite membeies; 3 pylon standard knots; 31 bottom standard knots; 32 intermediate layer standard knots; 33 top layer standard knots; 4 water tank bases; 5 water tanks.
The specific embodiment
Referring to Fig. 1; Tank tower is that pre-embedded steel slab composite member 2 constitutes tower foundation in bottom concrete foundation 1 in the present embodiment; Be arranged on pylon body on the tower foundation and be by each pylon standard knot 3 of Steel Space Truss structure along assembled on the height of pylon; Tower top is provided with a water tank base 4, and water tank 5 is placed on the water tank base 4.
In the practical implementation, as shown in Figure 1, each pylon standard knot 3 comprises bottom standard knot 31, intermediate layer standard knot 32 and top layer standard knot 33, and bottom standard knot 31 is to be connected with pre-embedded steel slab composite member 2 flanges in its Steel Space Truss central post and the bottom concrete foundation 1; Be to adopt flange to connect between the column in the Steel Space Truss on relative position between the pylon standard knot of adjacent one deck; Top layer standard knot 33 is to be connected with flange between its space truss central post and the water tank base 4, and the form that flange connects makes disassembly process more convenient.
Be the firm degree of an assurance total, the pylon standard knot 3 of Steel Space Truss structure adopts the integral solder structures, and the height of each pylon standard knot is set to 3.5m, and water tank base 4 is a truss structural.
Work progress:
1, at first presses the construction that usual manner is accomplished water tower concrete foundation 1; And in water tower basis 1, pre-embedded steel slab composite member 2 is set; When construction, wrapped up the bolt silk mouth of pre-embedded steel slab composite member 2; And the planeness of the steel plate on the requirement assurance pre-embedded steel slab composite member 2, four jiaos of discrepancy in elevation must not be greater than 2mm;
2, adopt the bolt double nut of M20 to fix between pre-embedded steel slab composite member 2 and the bottom standard knot 31, and by joint intermediate layer standard knot 32 and top layer standard knot 33 are installed from lower to upper, water tank base 4 is installed at top layer standard knot 33;
3, on lifting water tank 5 to the water tank base 4, water tank is installed firmly and is promptly accomplished.
Claims (4)
1. the tank tower of a segmented assembly unit; It is characterized in that pre-embedded steel slab composite member (2) constitutes tower foundation in bottom concrete foundation (1); Be arranged on pylon body on the tower foundation and be by each pylon standard knot (3) of Steel Space Truss structure along assembled on the height of pylon; Tower top is provided with a water tank base (4), and water tank (5) is placed on the said water tank base (4).
2. the tank tower of segmented assembly unit according to claim 1; It is characterized in that said pylon standard knot (3) comprises bottom standard knot (31), intermediate layer standard knot (32) and top layer standard knot (33), said bottom standard knot (31) is to be connected with middle pre-embedded steel slab composite member (2) flange of its Steel Space Truss central post and bottom concrete foundation (1); Be to adopt flange to connect between the column in the Steel Space Truss on relative position between the pylon standard knot of adjacent one deck; Said top layer standard knot (33) is to be connected with flange between its space truss central post and the water tank base (4).
3. the tank tower of segmented assembly unit according to claim 1 and 2 is characterized in that the pylon standard knot (3) of said Steel Space Truss structure is the integral solder structure.
4. the tank tower of segmented assembly unit according to claim 2 is characterized in that said water tank base (4) is a truss structural.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120154145.9U CN202117390U (en) | 2011-05-16 | 2011-05-16 | Segmentally spliced water tank tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120154145.9U CN202117390U (en) | 2011-05-16 | 2011-05-16 | Segmentally spliced water tank tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202117390U true CN202117390U (en) | 2012-01-18 |
Family
ID=45458464
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201120154145.9U Expired - Fee Related CN202117390U (en) | 2011-05-16 | 2011-05-16 | Segmentally spliced water tank tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202117390U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395850A (en) * | 2020-03-31 | 2020-07-10 | 广西路桥工程集团有限公司 | A prefabricated tower and erection method for a cable hoisting system |
| CN111411573A (en) * | 2019-12-31 | 2020-07-14 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Height-adjustable's pin-connected panel pontoon bridge cross-span steel tower |
-
2011
- 2011-05-16 CN CN201120154145.9U patent/CN202117390U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111411573A (en) * | 2019-12-31 | 2020-07-14 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Height-adjustable's pin-connected panel pontoon bridge cross-span steel tower |
| CN111411573B (en) * | 2019-12-31 | 2021-11-19 | 中国船舶重工集团应急预警与救援装备股份有限公司 | Height-adjustable's pin-connected panel pontoon bridge cross-span steel tower |
| CN111395850A (en) * | 2020-03-31 | 2020-07-10 | 广西路桥工程集团有限公司 | A prefabricated tower and erection method for a cable hoisting system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120118 Termination date: 20180516 |