CN203200776U - Anchor bolt mounting template for large-sized tower - Google Patents
Anchor bolt mounting template for large-sized tower Download PDFInfo
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- CN203200776U CN203200776U CN2013201927082U CN201320192708U CN203200776U CN 203200776 U CN203200776 U CN 203200776U CN 2013201927082 U CN2013201927082 U CN 2013201927082U CN 201320192708 U CN201320192708 U CN 201320192708U CN 203200776 U CN203200776 U CN 203200776U
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- backup pad
- junction
- ring plate
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Abstract
The utility model belongs to the field of mechanical devices, and particularly relates to an anchor bolt mounting template for a large-sized tower. The mounting template comprises annular plates comprising an upper annular plate and a lower annular plate. Bolt holes are distributed in the upper and lower annular plates. Reinforcing plates are arranged on the two sides of the bolt holes, and are arranged between the upper and lower annular plates. Upper and lower support plates are triangularly distributed in the upper and lower annular plates respectively. The upper and lower annular plates are divided into three parts by the upper and lower support plates respectively. A connecting plate is arranged between every two parts of each annular plate. The upper and lower annular plates are connected with the connecting plates through fastening pieces. Due to the adoption of the structure, the anchor bolt mounting template for the large-sized tower can be more simply and conveniently machined, transported and mounted, the accurate pre-burying of anchor bolts of the large-sized tower is ensured, the mounting alignment of the tower is ensured, the smooth mounting of the large-sized tower is further ensured, and a solution to the accurate positioning of the anchor bolts of the large-sized tower is also provided.
Description
Technical field
The utility model relates to a kind of large-scale tower stone bolt template is installed, and belongs to the mechanical device field.
Background technology
Tower is one of most important equipment during petrochemical industry and oil refining etc. are produced, the stone bolt of general tower all is pre-buried, in order to guarantee the positional precision of pre-embedded anchoring bolts, guarantee that the easy centering in tower lifting back also can be installed on the basis smoothly, the locating template location just need be arranged when stone bolt is pre-buried, that is: these stone bolt are supported with locating template, the stone bolt that this location mould is exactly tower is installed template.
The tower less to diameter, template for anchor bolt is a ring flat-plate or toroidal race, the tower bigger to diameter, in order to guarantee the rigidity of template, the general structure that adopts up and down two ring flat-plates to add the angle steel stay bolt, the external diameter of template generally equals the external diameter of tower skirt discharge ring, and the quantity of its height and anchor (bolt) hole, specification etc. are determined according to the stone bolt seat of tower, the template that diameter is bigger is considered convenient transportation, can piecemeal.
But along with the scale of device maximizes, increasing large-scale tower diameter is DN4000mm head and shoulders above, propylene propane (PP) knockout tower device diameters in some company's dehydrogenating propane project reaches DN10400mm, the structure that existing stone bolt is installed template can't satisfy the installation of major diameter tower stone bolt, not only process, transport and install outside the inconvenience, structure is also unstable, can not accurately locate, and influences the normal mounting of tower.
The utility model content
The technical problems to be solved in the utility model is: provide a kind of simple in structure, realization is easily conveniently transported, is installed and makes, and can improve the large-scale tower stone bolt installation template of installation accuracy.
Large-scale tower stone bolt described in the utility model is installed template, comprise ring flat-plate, ring flat-plate comprises upper ring plate and lower ring plate, be distributed with bolt hole on upper ring plate and the lower ring plate, the bolt hole both sides are provided with gusset, gusset places between upper ring plate and the lower ring plate, be respectively equipped with upper backup pad and the lower supporting plate of distribution triangular in shape in the upper and lower ring flat-plate, upper and lower gripper shoe is divided into three parts with upper and lower ring flat-plate respectively, between the each several part ring flat-plate junction plate is set, all is connected by securing member between upper ring plate and junction plate, lower ring plate and the junction plate.
Upper and lower gripper shoe is divided into three parts with upper and lower ring flat-plate respectively, makes easily and transportation, and upper and lower gripper shoe is played a supporting role to upper and lower ring flat-plate respectively; Between the each several part ring flat-plate junction plate is set, all is connected by securing member between upper ring plate and junction plate, lower ring plate and the junction plate, connected mode is simple, firmly, and is easy for installation, and is installed separately, and Stability Analysis of Structures is aimed at the installation accuracy height easily.
Upper backup pad in the described upper ring plate, the lower supporting plate in the lower ring plate all are isosceles triangle and distribute, the upper cross plate that distributes between upper backup pad and the upper ring plate in the each several part ring flat-plate, and lower cross plate distributes between lower supporting plate and the lower ring plate.Upper and lower gripper shoe all is isosceles triangle and distributes, and can improve the stability of upper and lower ring flat-plate, reduces production process, and the upper and lower transverse slat of setting can be played a supporting role, and makes structure more stable.
Upper backup pad in the described upper ring plate, the lower supporting plate in the lower ring plate all are equilateral triangle and distribute.Upper and lower gripper shoe all is equilateral triangle and distributes, and can improve and make and installation effectiveness, reduces production process, and structure is more stable.
Be distributed with the upper backup pad junction plate between the described upper backup pad, be distributed with the lower supporting plate junction plate between the lower supporting plate, upper and lower gripper shoe junction plate all is arranged to isosceles triangle.The setting of upper and lower gripper shoe junction plate makes structure more firm.
Described upper backup pad, lower supporting plate, upper cross plate, lower cross plate, upper backup pad junction plate and lower supporting plate junction plate are all selected angle steel for use.Select for use angle steel can improve make efficiency, the convenient connection, structure is firm.
The beneficial effects of the utility model are:
The stone bolt of this large-scale tower is installed formwork structure, make processing, transportation and the installation of large foundation bolt template easier, guaranteed the accurately pre-buried of large-scale tower stone bolt, guaranteed the installation centering of tower, and then guaranteed the smooth installation of large-scale tower also accurately to provide solution in the location for this type of large-scale tower stone bolt.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the plan structure schematic diagram of Fig. 1.
Fig. 3 is the postrotational structure for amplifying schematic diagram at I place among Fig. 2.
Fig. 4 be among Fig. 3 A to structural representation.
Fig. 5 is the structural representation of B-B among Fig. 3.
Fig. 6 is the postrotational structure for amplifying schematic diagram at II place among Fig. 2.
Among the figure: 1, upper ring plate 2, gusset 3, lower ring plate 4, bolt hole 5, upper cross plate 6, upper backup pad 7, upper backup pad junction plate 8, junction plate 9, last contiguous block.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described further:
As Fig. 1～shown in Figure 6, large-scale tower stone bolt described in the utility model is installed template, comprise ring flat-plate, ring flat-plate comprises upper ring plate 1 and lower ring plate 3, be distributed with bolt hole 4 on upper ring plate 1 and the lower ring plate 3, bolt hole 4 both sides are provided with gusset 2, gusset 2 places between upper ring plate 1 and the lower ring plate 3, on, be respectively equipped with upper backup pad 6 and the lower supporting plate of distribution triangular in shape in the lower ring plate, on, lower supporting plate will be gone up respectively, lower ring plate is divided into three parts, junction plate 8 is set, upper ring plate 1 and junction plate 8 between the each several part ring flat-plate, all be connected by securing member between lower ring plate 3 and the junction plate 8.
Lower supporting plate in upper backup pad 6 in the upper ring plate 1, the lower ring plate 3 all is isosceles triangle and distributes, distribution upper cross plate 5 between upper backup pad 6 and the upper ring plate 1 in the each several part ring flat-plate, and lower cross plate distributes between lower supporting plate and the lower ring plate 3.Be distributed with upper backup pad junction plate 7 between the upper backup pad 6, be distributed with the lower supporting plate junction plate between the lower supporting plate, upper and lower gripper shoe junction plate all is arranged to isosceles triangle.Upper backup pad 6, lower supporting plate, upper cross plate 5, lower cross plate, upper backup pad junction plate 7 and lower supporting plate junction plate are all selected angle steel for use.
During use, at first with three upper backup pads 6, lower supporting plate is welded on three part upper ring plates 1 respectively, the two ends of lower ring plate 3, and between the upper ring plate 1 of every part and upper backup pad 6, welded upper cross plate 5, between the lower ring plate 3 of every part and lower supporting plate, welded lower cross plate, after the firm welding, three part ring flat-plates are transported to needs the pre-embedded anchoring bolts place, three part ring flat-plates are tightened together by bolt and junction plate 8 respectively, form the large-scale tower stone bolt the whole ring flat-plate of template is installed, between upper backup pad 6, by bolt and last contiguous block 9 upper backup pad junction plate 7 is fixed respectively again, form isosceles triangle, between lower supporting plate, by bolt and lower connecting block the lower supporting plate junction plate is fixed, form isosceles triangle, last pre-embedded anchoring bolts gets final product.
Claims (5)
1. a large-scale tower stone bolt is installed template, comprise ring flat-plate, ring flat-plate comprises upper ring plate (1) and lower ring plate (3), be distributed with bolt hole (4) on upper ring plate (1) and the lower ring plate (3), bolt hole (4) both sides are provided with gusset (2), gusset (2) places between upper ring plate (1) and the lower ring plate (3), it is characterized in that: on, be respectively equipped with upper backup pad (6) and the lower supporting plate of distribution triangular in shape in the lower ring plate, on, lower supporting plate will be gone up respectively, lower ring plate is divided into three parts, junction plate (8) is set, upper ring plate (1) and junction plate (8) between the each several part ring flat-plate, all be connected by securing member between lower ring plate (3) and the junction plate (8).
2. large-scale tower stone bolt according to claim 1 is installed template, it is characterized in that: the upper backup pad (6) in the upper ring plate (1), the lower supporting plate in the lower ring plate (3) all are isosceles triangle and distribute, the upper cross plate (5) that distributes between upper backup pad in the each several part ring flat-plate (6) and the upper ring plate (1), lower cross plate distributes between lower supporting plate and the lower ring plate (3).
3. large-scale tower stone bolt according to claim 2 is installed template, it is characterized in that: the upper backup pad (6) in the upper ring plate (1), the lower supporting plate in the lower ring plate all are equilateral triangle and distribute.
4. according to claim 2 or 3 described large-scale tower stone bolt template is installed, it is characterized in that: be distributed with upper backup pad junction plate (7) between the upper backup pad (6), be distributed with the lower supporting plate junction plate between the lower supporting plate, upper and lower gripper shoe junction plate all is arranged to isosceles triangle.
5. large-scale tower stone bolt according to claim 4 is installed template, and it is characterized in that: upper backup pad (6), lower supporting plate, upper cross plate (5), lower cross plate, upper backup pad junction plate (7) and lower supporting plate junction plate are all selected angle steel for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201927082U CN203200776U (en) | 2013-04-16 | 2013-04-16 | Anchor bolt mounting template for large-sized tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013201927082U CN203200776U (en) | 2013-04-16 | 2013-04-16 | Anchor bolt mounting template for large-sized tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203200776U true CN203200776U (en) | 2013-09-18 |
Family
ID=49144900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013201927082U Expired - Fee Related CN203200776U (en) | 2013-04-16 | 2013-04-16 | Anchor bolt mounting template for large-sized tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203200776U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018514A (en) * | 2014-06-03 | 2014-09-03 | 中化二建集团有限公司 | Inverted installation method of embedded foundation bolts of large tower-type equipment foundation |
| CN105672346A (en) * | 2016-02-18 | 2016-06-15 | 北京华福工程有限公司 | Reusable spread foundation template special for skirt support equipment |
-
2013
- 2013-04-16 CN CN2013201927082U patent/CN203200776U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018514A (en) * | 2014-06-03 | 2014-09-03 | 中化二建集团有限公司 | Inverted installation method of embedded foundation bolts of large tower-type equipment foundation |
| CN104018514B (en) * | 2014-06-03 | 2015-12-09 | 中化二建集团有限公司 | Large Towers kind equipment basis pre-embedded anchoring bolts inversion construction method |
| CN105672346A (en) * | 2016-02-18 | 2016-06-15 | 北京华福工程有限公司 | Reusable spread foundation template special for skirt support equipment |
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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: 20130918 |