CN103195078B - The module locating structure of vertical connecting bolt - Google Patents
The module locating structure of vertical connecting bolt Download PDFInfo
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- CN103195078B CN103195078B CN201210000392.2A CN201210000392A CN103195078B CN 103195078 B CN103195078 B CN 103195078B CN 201210000392 A CN201210000392 A CN 201210000392A CN 103195078 B CN103195078 B CN 103195078B
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Abstract
The module locating structure of vertical connecting bolt comprise a kind from foundation concrete prefabricated units carry out perpendicular positioning connection be located by connecting seat respectively and the tower body base section different with top tower mast-type mechanical equipment by the different quantity of perpendicular positioning connecting bolt, diameter, being connected of 4 kinds of different vertical connection constructions that position is formed, achieve and make basis adapt to certain limit inner bolt quantity with the vertical connection construction of tower body with the conversion of a small amount of structure accessory, diameter, the change requirement of position, industrialization for the prefabricated tower mast-type mechanical equipment basis of assembling concrete provides to reduce and produces and use cost, simplify the technical condition of erection procedure.
Description
Technical field the present invention relates to the cycle and moves and use or the perpendicular positioning connecting structure of the fixing tower mast-type mechanical equipment concrete basis used and plant equipment tower body.
Background technology is current, existing assembling concrete prefabricated parts tower mast-type mechanical equipment basis, for the fixed tower crane basis of assembling concrete prefabricated parts, although the transposition having achieved basis is reused, but due to the tower body sectional dimension of the tower machine of the same mechanical performance of domestic and international each manufacturer production and tower body and the vertical quantity being connected positioning bolt on concrete basis, position is not identical, the structure installation form causing a kind of vertical connecting bolt be positioned in concrete prefabricated parts cannot adapt to vertical connecting bolt quantity difference, the diameter of bolt is different, the situation of the structural form of the various different vertical connecting bolt that bolt plan-position is different.Therefore, compatiblely in the middle of a vertical connection construction to mate vertical connecting bolt quantity difference, the diameter of bolt is different, several structures that bolt plan-position is different, achieve and convert with a small amount of structure accessory the bolt quantity caused in vertical connection construction adaptation certain limit, bolt plan-position, the change requirement of the diameter of bolt, the transition general construction that this technological break-through will provide for assembling concrete prefabricated parts tower mast-type mechanical equipment basis between the standardized Prefabricated Concrete basis of sizing and different vertical connection constructions, thus be the essential condition of the industrialization on assembling concrete prefabricated parts tower mast-type mechanical equipment basis---broad applicability and reduction make and use cost provides crucial technical condition.
Summary of the invention object of the present invention and task are under the prerequisite not damaging foundation concrete prefabricated units, there is provided a kind of in the scope of setting, by changing one of them accessory, making concrete basis convert transition with a kind of perpendicular positioning connecting structure of the tower body of tower mast-type mechanical equipment is vertical connecting bolt quantity, diameter, other several perpendicular positioning connecting structure that position is different, enable same other tower mast-type mechanical equipment of performance level of vertical connection construction and the multiple manufacturer production pre-set in basic prefabricated concrete element by perpendicular positioning connecting bolt quantity, diameter, general and the transition of the multiple different perpendicular positioning connecting structure that position difference causes, for the broad applicability of tower mast-type mechanical equipment assembling concrete prefabricated foundation provides condition with reduction making and use cost.
Technical scheme the present invention includes the different vertical connection construction No. 1 (101) be made up of the varying number of perpendicular positioning connecting bolt, different-diameter, diverse location of the seat structure that is located by connecting (200) that carries out perpendicular positioning connection from foundation concrete prefabricated units and the tower body base section different with top tower mast-type mechanical equipment or vertical connection construction No. 2 (102) or vertical connection construction No. 3 (103) or No. 4, vertical connection construction (104).
Be located by connecting seat structure (200): bearing plate (12) is polygon or circular dull and stereotyped, be provided with section for circular or No. 1, polygonal hole (23) in the planar central of bearing plate (12), the internal diameter of hole No. 1 (23) be greater than bolt No. 1 (4) external diameter and with the major diameter fit of bolt No. 1 (4); The plane of bearing plate (12) is provided with No. 6, vertical hole (43) m, this m be more than or equal to 3 integer, the external screw thread that the aperture surface of hole No. 6 (43) is provided with internal thread and bolt No. 4 (44) coordinates; The section of vertical tube (11) is circular or polygonal ring, the blind-mate above of the lower surface of vertical tube (11) and bearing plate (12) and being connected, the vertical axes heart of the endoporus vertical longitudinal axis heart and hole No. 1 (23) of bearing plate (12) overlaps, the internal diameter of vertical tube (11) is greater than the internal diameter of hole No. 1 (23), the internal diameter of vertical tube (11) is greater than the external diameter of packing ring (10) and nut No. 1 (5), and the upper surface of vertical tube (11) is with the lower surface blind-mate of circle (13) and be connected; The hole internal diameter of the shape in hole of circle (13) and internal diameter and vertical tube (11) and shape congruent and overlap, the outer rim section of circle (13) is circular or polygon, circle (13) is provided with No. 4, vertical hole (26) n, this n be more than or equal to 2 integer, the internal diameter of hole No. 4 (26) be greater than bolt No. 2 (6) external diameter and with the major diameter fit of bolt No. 2 (6); Below circle (13) beyond the outer diameter face of vertical tube (11) with above bearing plate (12) between establish or do not establish floor (29) to be connected with below circle (13) with above the outer diameter face of vertical tube (11) and bearing plate (12); Between the lower plane of bearing plate (12) and the upper plane of the concrete basis (2) of Prefabricated Concrete single footing structure (1) or concrete grade beam (22), have high strength cement mortar (15), high strength cement mortar (15) above and bearing plate (12) below between, below high strength cement mortar (15) and concrete basis (2) or concrete grade beam (22) above between blind-mate; The anchoring lower ends of bolt No. 1 (4) is in the concrete of concrete basis (2) or concrete grade beam (22), or the lower end of bolt No. 1 (4) is by matching and anchor and position with the structure in the concrete being anchored in concrete basis (2) or concrete grade beam (22), bolt No. 1 (4) upper end passes perpendicularly through No. 1, hole (23), coordinate with the external screw thread of the internal thread of nut No. 1 (5) and bolt No. 1 (4), be provided with between the lower end plane of nut No. 1 (5) and the upper plane of bearing plate (12) or do not establish packing ring (10); As shown in Fig. 1,2,3,4,5,6,7,8,9,10,11,12,13,14.
No. 1, vertical connection construction (101): No. 1, location-plate (14) for outer rim be the plate of polygon or circle, No. 1, location-plate (14) is provided with and is passed down through for No. 2, bolt (6) and makes No. 1, the bolt end anchor hole (45) of the upper end turret head anchoring of bolt No. 2 (6), the quantity of bolt end anchor hole No. 1 (45) and the vertical axes heart of the vertical axes heart in this hole and hole No. 4 (26) identical with the quantity being located at the hole No. 4 (26) enclosed on (13) overlaps, the shape of the first half inner space of bolt end anchor hole No. 1 (45) is positive hexagonal prism or No. 2, cylindrical bolt anchoring groove (28), the turret head of No. 2, bolt anchoring groove (28) and bolt No. 2 (6) coordinates, or the cylinder inner diameter of bolt anchoring groove No. 2 (28) is greater than the turret head external diameter of bolt No. 2 (6), and plane does not protrude the upper plane of location-plate No. 1 (14) on the turret head of bolt No. 2 (6), the section in the Lower Half hole No. 5 (27) of bolt end anchor hole No. 1 (45) is circular and internal diameter is greater than bolt No. 2 (6) external diameters and matches with the external diameter of bolt No. 2 (6), the plane cross axis of location-plate No. 1 (14) is provided with No. 1, the module locating hole (16) symmetrical with this cross axis, the dead in line of the longitudinal axis of this cross axis and the concrete basis (2) of Prefabricated Concrete single footing structure (1) or concrete grade beam (22), the flat shape of module locating hole No. 1 (16) is polygon or circle, horizontal, the longitudinal profile of module locating hole No. 1 (16) are inverted T-shaped or trapezoidal, the upper and lower plane of module locating hole No. 1 (16) and the upper and lower planes align of location-plate No. 1 (14), the outer rim shape of module No. 1 (17) is the solid with module locating hole No. 1 (16) blind-mate, and the upper and lower plane of the upper and lower plane and location-plate No. 1 (14) of module No. 1 (17) is equal, on the longitudinal axis of the module No. 1 (17) with No. 1 (16) the plane dead in line of module locating hole, be provided with 1 be upward through for No. 3, bolt (8) and make the lower end turret head of bolt No. 3 (8) be anchored in No. 2, the bolt end anchor hole (46) of module No. 1 (17), No. 3, first half hole (25) section of bolt end anchor hole No. 2 (46) be circular and internal diameter be greater than bolt No. 3 (8) external diameter and with bolt No. 3 (8) major diameter fit, the inner space of the Lower Half bolt anchoring groove No. 1 (18) of bolt end anchor hole No. 2 (46) is positive hexagonal prism or cylinder, the turret head of this positive hexagonal prismoid body space and bolt No. 3 (8) lower ends coordinates or this cylinder inner diameter is greater than turret head external diameter, the vertical axes heart of hole No. 3 (25) and bolt anchoring groove No. 1 (18) overlaps, and make the lower end plane of the turret head of bolt No. 3 (8) not protrude the lower plane of location-plate No. 1 (14), the vertical axes heart in the vertical hole No. 2 (24) on the vertical axes heart of bolt end anchor hole No. 2 (46) and the sleeve (20) that is connected with tower body main chord (21) overlaps and internal diameter is identical, No. 3, bolt (8) is from bottom to top through No. 2, the bolt end anchor hole (46) of the module No. 1 (17) coordinated with No. 1, location-plate (14), and the lower end turret head of bolt No. 3 (8) is anchored in No. 1, bolt anchoring groove (18), then coordinate with the internal thread of nut No. 3 (9) and bolt No. 3 (8) upper external screw threads behind No. 2, the hole (24) being upward through sleeve (20), to be located by connecting tower body base section (42) by the tower body main chord (21) be connected with sleeve (20), as shown in Fig. 1,2,3,4,5,15,16,17.
No. 2, vertical connection construction (102): No. 2, location-plate (19) for outer rim be the plate of polygon or circle, No. 2, location-plate (19) is provided with and is passed down through for No. 2, bolt (6) and makes No. 1, the bolt end anchor hole (45) of the upper end turret head anchoring of bolt No. 2 (6), the quantity of bolt end anchor hole No. 1 (45) and the vertical axes heart identical with being located at the quantity in the hole No. 4 (26) enclosed on (13), position overlaps, the plane cross axis of location-plate No. 2 (19) is provided with No. 2, the module locating hole (31) symmetrical with this cross axis, the cross section of module locating hole No. 2 (31) is the polygon jointly formed with the inverted T-shaped of location-plate No. 2 (19) plane cross axisymmetrical or zigzag that is trapezoidal or that arranged alternatively up and down by the convex strong of two symmetrical profile congruences and groove, No. 2, module locating hole (31) along location-plate No. 2 (19) cross axis vertical section near location-plate No. 2 (19) centers while be vertical plane, another side away from location-plate No. 2 (19) centers is the outer rim vertical plane of location-plate No. 2 (19), No. 2, module locating hole (31) is made to form the lateral aperture of export-oriented opening, module locating hole No. 2 (31) upper, lower plane and location-plate No. 2 (19) upper, lower plane is equal, the outline plan of module No. 2 (32) is rectangle, the cross section of module No. 2 (32) is be zigzag polygon geometry with the inverted T-shaped of the cross section blind-mate of module locating hole No. 2 (31) or trapezoidal or two side elevations, the vertical section of module No. 2 (32) is rectangle and the longitudinal length of module No. 2 (32) is less than the longitudinal length of module locating hole No. 2 (31), module No. 2 (32) upper, lower plane and location-plate No. 2 (19) upper, lower plane is equal, the longitudinal axis of the module No. 2 (32) with module locating hole No. 2 (31) plane longitudinal axes coincide is provided with 1 be upward through for No. 3, bolt (8) and be anchored in No. 2, the bolt end anchor hole (46) of module No. 2 (32) with the lower end turret head of bolt No. 3 (8), the lower plane of module No. 2 (32) is not protruded in the lower surface of the lower end turret head of bolt No. 3 (8), the vertical axes heart in the vertical axes heart of bolt end anchor hole No. 2 (46) and the upper hole No. 2 (24) of the sleeve (20) be connected with tower body main chord (21) overlaps and internal diameter is identical, No. 3, bolt (8) is from bottom to top through No. 2, the bolt end anchor hole (46) of the module No. 2 (32) coordinated with No. 2, location-plate (19), and the lower end turret head of bolt No. 3 (8) is anchored in No. 1, bolt anchoring groove (18), then coordinate with the external screw thread of the internal thread of nut No. 3 (9) and bolt No. 3 (8) behind No. 2, the hole (24) being upward through sleeve (20), as shown in Fig. 1,2,6,7,8,18,19,20.
No. 3, vertical connection construction (103): be with the difference of vertical connection construction No. 1 (101): No. 3, location-plate (30) with the difference of location-plate No. 1 (14) is, the plane cross axis of location-plate No. 3 (30) is provided with No. 3, the module locating hole (35) symmetrical with this cross axis, with module locating hole No. 3 No. 1, (35) alternative module locating holes (16), the plane of module locating hole No. 3 (35) is circular, and the horizontal stroke of module locating hole No. 3 (35), the section in vertical two directions are symmetrical inverted T-shaped; The outer rim shape of module No. 3 (36) is the solid with module locating hole No. 3 (35) blind-mate; No. 3, module (36) is provided with No. 2,1 bolt end anchor hole (46), and the vertical longitudinal axis heart of bolt end anchor hole No. 2 (46) is not positioned at the planar central of module locating hole No. 3 (35); As shown in Fig. 1,2,9,10,11,21,22,23.
No. 4, vertical connection construction (104): be with the difference of vertical connection construction No. 3 (103): No. 4, location-plate (39) with the difference of location-plate No. 3 (30) is, the plane cross axis of location-plate No. 4 (39) is provided with No. 4, the module locating hole (40) symmetrical with this cross axis, with module locating hole No. 4 No. 3, (40) alternative module locating holes (35), the plane of module locating hole No. 4 (40) is circular, the horizontal stroke of module locating hole No. 4 (40), vertical section is rectangle, the aperture surface of module locating hole No. 4 (40) is provided with internal thread, the outer rim shape of module No. 4 (41) is cylinder, and the outer diameter face of module No. 4 (41) is provided with the screw-internal thread fit of external screw thread and module locating hole No. 4 (40), No. 4, module (41) is provided with No. 2,1 bolt end anchor hole (46), and the vertical longitudinal axis heart of bolt end anchor hole No. 2 (46) is not positioned at the planar central of module No. 4 (41), as shown in Fig. 1,2,12,13,14,24,25,26.
Beneficial effect 1, achieve the broad applicability of the multiple vertical connection construction of many producers that assembling tower mast-type mechanical equipment concrete prefabricated foundation that sizing the makes perpendicular positioning connecting bolt different from by quantity, diameter, position is formed, that is achieve one " base " and join many " machine ";
2, the cost of manufacture on the prefabricated tower mast-type mechanical equipment basis of assembling concrete has been saved;
3, simplify the handling procedure of the vertical connection construction of basis and tower body, thus accelerate the bulk velocity of basis handling.
Accompanying drawing illustrates that the present invention is further detailed explanation below in conjunction with the drawings and specific embodiments.
Module locating structure and the basic general layout plan combined of accompanying drawing 1---vertical connecting bolt
Module locating structure and the basic total sectional drawing combined of accompanying drawing 2---vertical connecting bolt
The plan view of accompanying drawing 3---vertical connection construction No. 1 (101) and the seat structure that is located by connecting (200)
The transverse cross-sectional view of accompanying drawing 4---vertical connection construction No. 1 (101) and the seat structure that is located by connecting (200)
The longitudinal sectional drawing of accompanying drawing 5---vertical connection construction No. 1 (101) and the seat structure that is located by connecting (200)
The plan view of accompanying drawing 6---vertical connection construction No. 2 (102) and the seat structure that is located by connecting (200)
The transverse cross-sectional view of accompanying drawing 7---vertical connection construction No. 2 (102) and the seat structure that is located by connecting (200)
The longitudinal sectional drawing of accompanying drawing 8---vertical connection construction No. 2 (102) and the seat structure that is located by connecting (200)
The plan view of accompanying drawing 9---vertical connection construction No. 3 (103) and the seat structure that is located by connecting (200)
The transverse cross-sectional view of accompanying drawing 10---vertical connection construction No. 3 (103) and the seat structure that is located by connecting (200)
The longitudinal sectional drawing of accompanying drawing 11---vertical connection construction No. 3 (103) and the seat structure that is located by connecting (200)
The plan view of accompanying drawing 12---vertical connection construction No. 4 (104) and the seat structure that is located by connecting (200)
The transverse cross-sectional view of accompanying drawing 13---vertical connection construction No. 4 (104) and the seat structure that is located by connecting (200)
The longitudinal sectional drawing of accompanying drawing 14---vertical connection construction No. 4 (104) and the seat structure that is located by connecting (200)
The plan view of accompanying drawing 15---module No. 1 (17)
The transverse cross-sectional view of accompanying drawing 16---module No. 1 (17)
The longitudinal sectional drawing of accompanying drawing 17---module No. 1 (17)
The plan view of accompanying drawing 18---module No. 2 (32)
The transverse cross-sectional view of accompanying drawing 19---module No. 2 (32)
The longitudinal sectional drawing of accompanying drawing 20---module No. 2 (32)
The plan view of accompanying drawing 21---module No. 3 (36)
The transverse cross-sectional view of accompanying drawing 22---module No. 3 (36)
The longitudinal sectional drawing of accompanying drawing 23---module No. 3 (36)
The plan view of accompanying drawing 24---module No. 4 (41)
The transverse cross-sectional view of accompanying drawing 25---module No. 4 (41)
The longitudinal sectional drawing of accompanying drawing 26---module No. 4 (41)
Detailed description of the invention Fig. 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24, the module locating structure of vertical connecting bolt that is connected with tower mast-type mechanical equipment tower body perpendicular positioning of assembling concrete prefabricated foundation described by 25,26 and correlation.
Be located by connecting the assembling of seat structure 200:
The position that the concrete grade beam 22 of Prefabricated Concrete single footing structure 1 or the plane cross axis on concrete basis 2 set, location the lower end of anchor bolt No. 14, mention vertical with the composite member of vertical tube 11 to circle 13 and bearing plate 12, No. 1, bolt 4 upper ends are made to aim at the hole No. 1 23 of bearing plates 12, on the concrete that decline bearing plate 12 makes the lower plane of bearing plate 12 fall within concrete grade beam 22 or concrete basis 2 on plane; Coordinate with No. 6 43, hole with the bolt No. 4 44 of each bearing plate 12, rotate No. 4 44 hydrous water level observing and controlling of each bolt make the level above of each circle 13 and make bearing plate 12 below and concrete grade beam 22 or concrete basis 2 above between have gap, dress packing ring 10 and nut No. 15, to be located by connecting seat structure 200 with rotating nut No. 15 fastening location; Then high strength cement mortar 15 is embedded in the gap between bearing plate 12 and concrete grade beam 22 or concrete basis 2.
The assembling of the module locating structure of vertical connecting bolt:
Vertical connection construction No. 1 101: the tower body of the tower mast-type mechanical equipment assembled by known plan and the quantity of the perpendicular positioning connecting bolt on basis, diameter and status requirement, make module No. 1 17, regulate and control each bolt No. 38 and the distance at module No. 1 17 centers with bolt end anchor hole No. 2 46 position on the longitudinal axis of module No. 1 17, adapt to different bolt positions and the diameter of bolt; According to quantity and the position of bolt No. 38, select the bolt No. 26 of plane transverse axis or the longitudinal axis, die-filling piece No. 1 17 to be combined with location-plate No. 1 14 and makes the upper and lower plane of the upper and lower plane of module No. 1 17 and location-plate No. 1 14 equal; Dress bolt No. 38, makes the bolt anchoring groove No. 1 18 of the lower end turret head of bolt No. 38 and module No. 1 17 coordinate, and makes the lower end plane of turret head not protrude from the lower plane of module No. 1 17; Fill each bolt No. 26, the bolt anchoring groove No. 2 28 of the upper end turret head of bolt No. 26 and bolt end anchor hole No. 2 46 is coordinated and makes the turret head upper surface of bolt No. 26 not protrude from plane on location-plate No. 1 14; No. 4 26, the hole each bolt No. 26 being aligned vertically downward circle 13 makes bolt No. 26 be passed down through hole No. 4 26, coordinates fastening with the lower end external screw thread of the internal thread of nut No. 27 and bolt No. 26; The upper end of each bolt No. 38 is vertically aligned simultaneously the hole No. 2 24 of each sleeve 20 be connected with tower body main chord 21 sling, vertical decline tower body, make gapless between the lower surface of sleeve 20 and the upper surface of location-plate No. 1 14, coordinate fastening, as shown in Fig. 1,2,3,4,5,15,16,17 with internal thread and bolt No. 38 upper external screw threads of nut No. 39.
Vertical connection construction No. 2 102: the difference of the linkage editor that vertical connection construction is No. 2 102 and vertical connection construction No. 1 101 is, with the module No. 2 32 making the structural requirement of the bolt No. 38 adapting to different-diameter to meet the diameter change requirement of bolt No. 38; The position needs that bolt end anchor hole No. 2 46 and the distance of location-plate No. 2 19 planar central change to realize to convert each bolt No. 38 are realized with bolt end anchor hole No. 2 46 position on module No. 1 17 longitudinal axis regulating and controlling each module No. 2 32; As shown in Fig. 6,7,8,18,19,20.
Vertical connection construction No. 3 103: the difference of the linkage editor that vertical connection construction is No. 3 103 and vertical connection construction No. 1 101 is: to horizontally rotate module No. 3 36 to change the distance at bolt end anchor hole No. 2 46 and location-plate No. 3 30 centers, meets the change in location requirement of each bolt No. 38; As shown in Fig. 9,10,11,21,22,23.
Vertical connection construction No. 4 104: the difference of the linkage editor that vertical connection construction is No. 4 104 and vertical connection construction No. 3 103 is: with the screw-internal thread fit of the external screw thread of each module No. 4 41 and module locating hole No. 4 40, rotary module No. 4 41, change the distance at bolt end anchor hole No. 2 46 and location-plate No. 4 39 centers, meet the change in location requirement of each bolt No. 38, as shown in Figure 12,13,14,24,25,26.
Claims (2)
1. the module locating structure of vertical connecting bolt, comprise the different vertical connection construction No. 1 (101) be made up of the varying number of perpendicular positioning connecting bolt, different-diameter, diverse location of the seat structure that is located by connecting (200) that carries out perpendicular positioning connection from foundation concrete prefabricated units and the tower body base section different with top tower mast-type mechanical equipment or vertical connection construction No. 2 (102) or vertical connection construction No. 3 (103) or No. 4, vertical connection construction (104), it is characterized in that:
No. 1, vertical connection construction (101): No. 1, location-plate (14) for outer rim be the plate of polygon or circle, No. 1, location-plate (14) is provided with and is passed down through for No. 2, bolt (6) and makes No. 1, the bolt end anchor hole (45) of the upper end turret head anchoring of bolt No. 2 (6), the quantity of bolt end anchor hole No. 1 (45) and the vertical axes heart of the vertical axes heart in this hole and hole No. 4 (26) identical with the quantity being located at the hole No. 4 (26) enclosed on (13) overlaps, the shape of the first half inner space of bolt end anchor hole No. 1 (45) is positive hexagonal prism or No. 2, cylindrical bolt anchoring groove (28), the turret head of No. 2, bolt anchoring groove (28) and bolt No. 2 (6) coordinates, or the cylinder inner diameter of bolt anchoring groove No. 2 (28) is greater than the turret head external diameter of bolt No. 2 (6), and plane does not protrude the upper plane of location-plate No. 1 (14) on the turret head of bolt No. 2 (6), the section in the Lower Half hole No. 5 (27) of bolt end anchor hole No. 1 (45) is circular and internal diameter is greater than bolt No. 2 (6) external diameters and matches with the external diameter of bolt No. 2 (6), the plane cross axis of location-plate No. 1 (14) is provided with No. 1, the module locating hole (16) symmetrical with this cross axis, the dead in line of the longitudinal axis of this cross axis and the concrete basis (2) of Prefabricated Concrete single footing structure (1) or concrete grade beam (22), the flat shape of module locating hole No. 1 (16) is polygon or circle, horizontal, the longitudinal profile of module locating hole No. 1 (16) are inverted T-shaped or trapezoidal, the upper and lower plane of module locating hole No. 1 (16) and the upper and lower planes align of location-plate No. 1 (14), the outer rim shape of module No. 1 (17) is the solid with module locating hole No. 1 (16) blind-mate, and the upper and lower plane of the upper and lower plane and location-plate No. 1 (14) of module No. 1 (17) is equal, on the longitudinal axis of the module No. 1 (17) with No. 1 (16) the plane dead in line of module locating hole, be provided with 1 be upward through for No. 3, bolt (8) and make the lower end turret head of bolt No. 3 (8) be anchored in No. 2, the bolt end anchor hole (46) of module No. 1 (17), No. 3, first half hole (25) section of bolt end anchor hole No. 2 (46) be circular and internal diameter be greater than bolt No. 3 (8) external diameter and with bolt No. 3 (8) major diameter fit, the inner space of the Lower Half bolt anchoring groove No. 1 (18) of bolt end anchor hole No. 2 (46) is positive hexagonal prism or cylinder, the turret head of this positive hexagonal prismoid body space and bolt No. 3 (8) lower ends coordinates or this cylinder inner diameter is greater than turret head external diameter, the vertical axes heart of hole No. 3 (25) and bolt anchoring groove No. 1 (18) overlaps, and make the lower end plane of the turret head of bolt No. 3 (8) not protrude the lower plane of location-plate No. 1 (14), the vertical axes heart in the vertical hole No. 2 (24) on the vertical axes heart of bolt end anchor hole No. 2 (46) and the sleeve (20) that is connected with tower body main chord (21) overlaps and internal diameter is identical, No. 3, bolt (8) is from bottom to top through No. 2, the bolt end anchor hole (46) of the module No. 1 (17) coordinated with No. 1, location-plate (14), and the lower end turret head of bolt No. 3 (8) is anchored in No. 1, bolt anchoring groove (18), then coordinate with the internal thread of nut No. 3 (9) and bolt No. 3 (8) upper external screw threads behind No. 2, the hole (24) being upward through sleeve (20), to be located by connecting tower body base section (42) by the tower body main chord (21) be connected with sleeve (20),
No. 2, vertical connection construction (102): No. 2, location-plate (19) for outer rim be the plate of polygon or circle, No. 2, location-plate (19) is provided with and is passed down through for No. 2, bolt (6) and makes No. 1, the bolt end anchor hole (45) of the upper end turret head anchoring of bolt No. 2 (6), the quantity of bolt end anchor hole No. 1 (45) and the vertical axes heart identical with being located at the quantity in the hole No. 4 (26) enclosed on (13), position overlaps, the plane cross axis of location-plate No. 2 (19) is provided with No. 2, the module locating hole (31) symmetrical with this cross axis, the cross section of module locating hole No. 2 (31) is the polygon jointly formed with the inverted T-shaped of location-plate No. 2 (19) plane cross axisymmetrical or zigzag that is trapezoidal or that arranged alternatively up and down by the convex strong of two symmetrical profile congruences and groove, No. 2, module locating hole (31) along location-plate No. 2 (19) cross axis vertical section near location-plate No. 2 (19) centers while be vertical plane, another side away from location-plate No. 2 (19) centers is the outer rim vertical plane of location-plate No. 2 (19), No. 2, module locating hole (31) is made to form the lateral aperture of export-oriented opening, module locating hole No. 2 (31) upper, lower plane and location-plate No. 2 (19) upper, lower plane is equal, the outline plan of module No. 2 (32) is rectangle, the cross section of module No. 2 (32) is be zigzag polygon geometry with the inverted T-shaped of the cross section blind-mate of module locating hole No. 2 (31) or trapezoidal or two side elevations, the vertical section of module No. 2 (32) is rectangle and the longitudinal length of module No. 2 (32) is less than the longitudinal length of module locating hole No. 2 (31), module No. 2 (32) upper, lower plane and location-plate No. 2 (19) upper, lower plane is equal, the longitudinal axis of the module No. 2 (32) with module locating hole No. 2 (31) plane longitudinal axes coincide is provided with 1 be upward through for No. 3, bolt (8) and be anchored in No. 2, the bolt end anchor hole (46) of module No. 2 (32) with the lower end turret head of bolt No. 3 (8), the lower plane of module No. 2 (32) is not protruded in the lower surface of the lower end turret head of bolt No. 3 (8), the vertical axes heart in the vertical axes heart of bolt end anchor hole No. 2 (46) and the upper hole No. 2 (24) of the sleeve (20) be connected with tower body main chord (21) overlaps and internal diameter is identical, No. 3, bolt (8) is from bottom to top through No. 2, the bolt end anchor hole (46) of the module No. 2 (32) coordinated with No. 2, location-plate (19), and the lower end turret head of bolt No. 3 (8) is anchored in No. 1, bolt anchoring groove (18), then coordinate with the external screw thread of the internal thread of nut No. 3 (9) and bolt No. 3 (8) behind No. 2, the hole (24) being upward through sleeve (20),
No. 3, vertical connection construction (103): be with the difference of vertical connection construction No. 1 (101): No. 3, location-plate (30) with the difference of location-plate No. 1 (14) is, the plane cross axis of location-plate No. 3 (30) is provided with No. 3, the module locating hole (35) symmetrical with this cross axis, with module locating hole No. 3 No. 1, (35) alternative module locating holes (16), the plane of module locating hole No. 3 (35) is circular, and the horizontal stroke of module locating hole No. 3 (35), the section in vertical two directions are symmetrical inverted T-shaped; The outer rim shape of module No. 3 (36) is the solid with module locating hole No. 3 (35) blind-mate; No. 3, module (36) is provided with No. 2,1 bolt end anchor hole (46), and the vertical longitudinal axis heart of bolt end anchor hole No. 2 (46) is not positioned at the planar central of module locating hole No. 3 (35);
No. 4, vertical connection construction (104): be with the difference of vertical connection construction No. 3 (103): No. 4, location-plate (39) with the difference of location-plate No. 3 (30) is, the plane cross axis of location-plate No. 4 (39) is provided with No. 4, the module locating hole (40) symmetrical with this cross axis, with module locating hole No. 4 No. 3, (40) alternative module locating holes (35), the plane of module locating hole No. 4 (40) is circular, the horizontal stroke of module locating hole No. 4 (40), vertical section is rectangle, the aperture surface of module locating hole No. 4 (40) is provided with internal thread, the outer rim shape of module No. 4 (41) is cylinder, and the outer diameter face of module No. 4 (41) is provided with the screw-internal thread fit of external screw thread and module locating hole No. 4 (40), No. 4, module (41) is provided with No. 2,1 bolt end anchor hole (46), and the vertical longitudinal axis heart of bolt end anchor hole No. 2 (46) is not positioned at the planar central of module No. 4 (41),
The assembling of the module locating structure of vertical connecting bolt:
No. 1, vertical connection construction (101): the tower body of the tower mast-type mechanical equipment assembled by known plan and the quantity of the perpendicular positioning connecting bolt on basis, diameter and status requirement, make No. 1, module (17), regulate and control No. 3, each bolt (8) and the distance at module No. 1 (17) center with the position of No. 2, bolt end anchor hole (46) on the longitudinal axis of module No. 1 (17), adapt to different bolt positions and the diameter of bolt; The quantity of root No. 3 (8) and position, select No. 2, the bolt (6) of plane transverse axis or the longitudinal axis, die-filling piece No. 1 (17) and No. 1, location-plate (14) combine and make the upper and lower plane of the upper and lower plane of module No. 1 (17) and location-plate No. 1 (14) equal; Dress No. 3, bolt (8), the bolt anchoring groove No. 1 (18) of the lower end turret head of bolt No. 3 (8) and module No. 1 (17) is coordinated, and makes the lower end plane of turret head not protrude from the lower plane of module No. 1 (17); Fill No. 2, each bolt (6), No. 2, the bolt anchoring groove (28) of the upper end turret head of bolt No. 2 (6) and bolt end anchor hole No. 2 (46) is coordinated and makes the turret head upper surface of bolt No. 2 (6) not protrude from the upper plane of No. 1, location-plate (14); No. 4, the hole (26) No. 2, each bolt (6) being aligned vertically downward circle (13) makes No. 2, bolt (6) be passed down through No. 4, hole (26), coordinates fastening with the lower end external screw thread of the internal thread of nut No. 2 (7) and bolt No. 2 (6); The upper end of each bolt No. 3 (8) is vertically aligned simultaneously No. 2, the hole (24) of each sleeve (20) be connected with tower body main chord (21) sling, vertical decline tower body, make gapless between the lower surface of sleeve (20) and the upper surface of location-plate No. 1 (14), coordinate fastening with the internal thread of nut No. 3 (9) and bolt No. 3 (8) upper external screw threads;
No. 2, vertical connection construction (102): the linkage editor of vertical connection construction No. 2 (102) and the difference of vertical connection construction No. 1 (101) are, meets the diameter change requirement of bolt No. 3 (8) with No. 2, the module (32) of the structural requirement making the bolt No. 3 (8) adapting to different-diameter; The distance realizing No. 2, bolt end anchor hole (46) and location-plate No. 2 (19) planar central with the position of No. 2, bolt end anchor hole (46) on module No. 1 (17) longitudinal axis regulating and controlling each module No. 2 (32) changes the position needs realizing converting each bolt No. 3 (8);
No. 3, vertical connection construction (103): the linkage editor of vertical connection construction No. 3 (103) and the difference of vertical connection construction No. 1 (101) are: change No. 2, bolt end anchor hole (46) and the distance at location-plate No. 3 (30) centers to horizontally rotate No. 3, module (36), meet the change in location requirement of each bolt No. 3 (8);
No. 4, vertical connection construction (104): the linkage editor of vertical connection construction No. 4 (104) and the difference of vertical connection construction No. 3 (103) are: with the screw-internal thread fit of the external screw thread of each module No. 4 (41) and module locating hole No. 4 (40), No. 4, rotary module (41), change No. 2, bolt end anchor hole (46) and the distance at location-plate No. 4 (39) centers, meet the change in location requirement of each bolt No. 3 (8).
2. the module locating structure of vertical connecting bolt as claimed in claim 1, is characterized in that:
Be located by connecting seat structure (200): bearing plate (12) is polygon or circular dull and stereotyped, be provided with section for circular or No. 1, polygonal hole (23) in the planar central of bearing plate (12), the internal diameter of hole No. 1 (23) be greater than bolt No. 1 (4) external diameter and with the major diameter fit of bolt No. 1 (4); The plane of bearing plate (12) is provided with No. 6, vertical hole (43) m, this m be more than or equal to 3 integer, the external screw thread that the aperture surface of hole No. 6 (43) is provided with internal thread and bolt No. 4 (44) coordinates; The section of vertical tube (11) is circular or polygonal ring, the blind-mate above of the lower surface of vertical tube (11) and bearing plate (12) and being connected, the vertical axes heart of the endoporus vertical longitudinal axis heart and hole No. 1 (23) of bearing plate (12) overlaps, the internal diameter of vertical tube (11) is greater than the internal diameter of hole No. 1 (23), the internal diameter of vertical tube (11) is greater than the external diameter of packing ring (10) and nut No. 1 (5), and the upper surface of vertical tube (11) is with the lower surface blind-mate of circle (13) and be connected; The hole internal diameter of the shape in hole of circle (13) and internal diameter and vertical tube (11) and shape congruent and overlap, the outer rim section of circle (13) is circular or polygon, circle (13) is provided with No. 4, vertical hole (26) n, this n be more than or equal to 2 integer, the internal diameter of hole No. 4 (26) be greater than bolt No. 2 (6) external diameter and with the major diameter fit of bolt No. 2 (6); Below circle (13) beyond the outer diameter face of vertical tube (11) with above bearing plate (12) between establish or do not establish floor (29) to be connected with below circle (13) with above the outer diameter face of vertical tube (11) and bearing plate (12); Between the lower plane of bearing plate (12) and the upper plane of the concrete basis (2) of Prefabricated Concrete single footing structure (1) or concrete grade beam (22), have high strength cement mortar (15), high strength cement mortar (15) above and bearing plate (12) below between, below high strength cement mortar (15) and concrete basis (2) or concrete grade beam (22) above between blind-mate; The anchoring lower ends of bolt No. 1 (4) is in the concrete of concrete basis (2) or concrete grade beam (22), or the lower end of bolt No. 1 (4) is by matching and anchor and position with the structure in the concrete being anchored in concrete basis (2) or concrete grade beam (22), bolt No. 1 (4) upper end passes perpendicularly through No. 1, hole (23), coordinate with the external screw thread of the internal thread of nut No. 1 (5) and bolt No. 1 (4), be provided with between the lower end plane of nut No. 1 (5) and the upper plane of bearing plate (12) or do not establish packing ring (10).
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210000392.2A CN103195078B (en) | 2012-01-04 | 2012-01-04 | The module locating structure of vertical connecting bolt |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210000392.2A CN103195078B (en) | 2012-01-04 | 2012-01-04 | The module locating structure of vertical connecting bolt |
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| CN103195078B true CN103195078B (en) | 2015-11-25 |
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| CN201210000392.2A Expired - Fee Related CN103195078B (en) | 2012-01-04 | 2012-01-04 | The module locating structure of vertical connecting bolt |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006051575A1 (en) * | 2004-11-11 | 2006-05-18 | Co.Ge.P.I. S.R.L. | Modular system for the construction of overhead wire support and/or supporting pile foundations |
| CN201288328Y (en) * | 2008-07-07 | 2009-08-12 | 邱益平 | Fixed foundation for beam and plate integrated prefabricated split mounting type tower crane |
| CN201554032U (en) * | 2009-10-15 | 2010-08-18 | 赵正义 | Positioning structure and mold thereof for tower mast mechanical equipment under frame |
| CN201649115U (en) * | 2010-03-17 | 2010-11-24 | 赵正义 | Perpendicular positioning connection structure of tower mast mechanical device and foundation |
| CN202416342U (en) * | 2012-01-04 | 2012-09-05 | 赵正义 | Module positioning structure for vertical connection bolts |
-
2012
- 2012-01-04 CN CN201210000392.2A patent/CN103195078B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2006051575A1 (en) * | 2004-11-11 | 2006-05-18 | Co.Ge.P.I. S.R.L. | Modular system for the construction of overhead wire support and/or supporting pile foundations |
| CN201288328Y (en) * | 2008-07-07 | 2009-08-12 | 邱益平 | Fixed foundation for beam and plate integrated prefabricated split mounting type tower crane |
| CN201554032U (en) * | 2009-10-15 | 2010-08-18 | 赵正义 | Positioning structure and mold thereof for tower mast mechanical equipment under frame |
| CN201649115U (en) * | 2010-03-17 | 2010-11-24 | 赵正义 | Perpendicular positioning connection structure of tower mast mechanical device and foundation |
| CN202416342U (en) * | 2012-01-04 | 2012-09-05 | 赵正义 | Module positioning structure for vertical connection bolts |
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