CN102383438B

CN102383438B - Vertical positioning and connecting structure of tower mast type mechanical equipment and foundation

Info

Publication number: CN102383438B
Application number: CN201110239938.5A
Authority: CN
Inventors: 赵正义
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-08-22
Filing date: 2011-08-22
Publication date: 2014-07-30
Anticipated expiration: 2031-08-22
Also published as: CN102383438A

Abstract

The invention discloses a vertical positioning and connecting structure of tower mast type mechanical equipment and a foundation. The vertical positioning and connecting structure comprises two construction forms, i.e. a vertical connecting lower structure which is arranged in foundation concrete and can be freely positioned in a set zone along an axis of a fundamental plane and a vertical connecting upper structure in which different tower body structures are vertically connected with the foundation concrete, wherein the vertical connecting lower structure and the vertical connecting upper structure are vertically combined and connected to form a whole. The structure has the functions that the vertical positioning and connecting structure of the tower body and the concrete can be freely shifted along the foundation axis within the set range so as to meet construction requirements of different sizes of the tower body structure on different positions of vertical positioning and connecting and repeated combination and decomposition; and the production and use costs are reduced while the wide applicability of the vertical positioning and connecting between the standardized and serialized prefabricated concrete foundation and tower body structures of tower mast type mechanical equipment with same performance grades from different manufactures is realized.

Description

Tower mast-type mechanical equipment is connected structure with basic perpendicular positioning

Technical field the present invention relates to the tower mechanical equipment that the cycle moves use and is connected structure without the tower body structure of undercarriage bea and the perpendicular positioning of precast concrete foundation.

Background technology is current, the cycle in building, electric power, oil, information, Di Kuang, military each field move use as built fixed tower machine, wind-driven generator, oil production machine, signal pylon, rig, the tower mechanical equipment Foundations such as heavy ground-based radar, mostly adopt integral cast-in-situ concrete basis, its obvious drawback is, resource utilization is extremely low, long construction period, and cold district fabrication cycle is longer, can not reuse, cause ample resources waste and environment pollution simultaneously.Existing concrete prefabricated parts assembling tower crane base comes out in recent years, has opened up tower mechanical equipment Foundations assembling, reuses, the light-weighted direction of foundation concrete prefabricated units and road.But reuse and the large Technological Economy target of lightweight two for the equipment, assembled basis of tower mechanical, existence foundation structure design is subject to plant equipment tower body structure to be connected structure restriction with basic perpendicular positioning and waste and the narrow situation of adaptive surface that combining form fixedly causes; The same model of being badly in need of solving technically domestic and international each producer without the tower mechanical equipment of undercarriage bea and the vertical connection construction of the assembling type base of a kind of model of the different formation of basic structure connected vertically cannot with the different tower body structures of the same model plant equipment of several producers and the basic vertical location that is connected, that is basic versatility problem.Although more existing access times and the concrete basis unmatched difficult problem of life-span that can substantially solve with foundation concrete combination or the vertical positioning connection structure of fang bolt decomposing stone bolt, but all to some extent damage is caused in the cross section on concrete basis, the anti-corrosion of stone bolt lower end structure and assembly quality problem also become a kind of new hidden danger of basis safety, and cost is larger.The industrialization on prefabricated concrete basis facts have proved, this is the technical bottleneck problem that affects the equipment, assembled basis of tower mechanical and accelerate to realize industrialization that must break through.

Summary of the invention object of the present invention and task are not damage under the prerequisite of concrete foundation structure, a kind of perpendicular positioning connection request that can meet the tower body structure of tower mechanical equipment and the concrete basis of prefabricated sizing is provided, in the scope of setting, tower body structure is connected construction location and can locates arbitrarily along basic plane axis with the perpendicular positioning on concrete basis, thereby elimination is because the different tower body structure of the tower mechanical equipment of the same service behaviour rank of each producer is connected the standardization of constructing the own sizing of producing with batch production with the perpendicular positioning different from concrete basis, between the prefabricated concrete basis of seriation, cannot be combined the drawback of connection, and the steady trouble of structural safety of eliminating the bottom structure of the stone bolt that is positioned at foundation concrete is connected structure with the perpendicular positioning of corrosion hidden danger, for accelerating to realize the standardization of tower mechanical equipment Foundations, batch production is produced and is reduced use cost and creates conditions.

Technical scheme the present invention includes from foundation concrete combination be 2 kinds of vertical connection construction forms of a structure entirety setting in section the superstructure vertical cartel being connected with foundation concrete perpendicular positioning along the random positioned perpendicular positioning infrastructure of basic plane axis and different tower body structure---vertical connection construction form No. 1 (201) and No. 2, vertical connection construction form (202); Vertical connection construction form No. 1 (201) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 1 (101) comprises No. 1, the horizontal mainboard in upper strata (7), the horizontal mainboard in upper strata No. 1 (7) tower mechanical more than baseplane with basic connected vertically be connected support bar (8), be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 1 (102) comprises the concrete grade beam (32) of the single footing beam and slab structure (30) combining with superstructure No. 1 (101) and concrete prefabricated parts or the structure that concrete pier (31) vertical cartel is connected; As shown in Fig. 1,2,3,4,5; Vertical connection construction form No. 2 (202) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 2 (103) comprise the horizontal mainboard in upper strata No. 2 (50), the horizontal mainboard in upper strata No. 2 (50) tower mechanical more than baseplane with basic connected vertically be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 2 (104) comprises and superstructure No. 2 (103) and the concrete grade beam (32) of single footing beam and slab structure (30) or the structures that concrete pier (31) vertical cartel is connected; As shown in Fig. 1,2,6,7,8.

The structure of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): more than the horizontal mainboard in upper strata No. 1 (7) is horizontally placed on and is positioned on the concrete grade beam (32) of single footing beam and slab structure (30) or the concrete of concrete pier (31) the horizontal mainboard of lower floor more than plane No. 1 (1), more than concrete pier (31) is located at the upper plane of concrete grade beam (32) of single footing beam and slab structure (30), concrete pier (31) for horizontal profile be polygon or circular cylinder, the horizontal longitudinal axis of concrete pier (31) and basic plane dead in line, the plane of the horizontal mainboard in upper strata No. 1 (7) is polygon or circular slab, the plane longitudinal axis of the horizontal mainboard in upper strata No. 1 (7) overlaps with the plane longitudinal axis of basic single footing beam and slab structure (30), and the upper planar central of the horizontal mainboard in upper strata No. 1 (7) overlaps and connects with the lower end planar central that is connected support bar (8), the vertical positive facade of vertical floor (10) is polygon, a vertical stile of vertical floor (10) coordinates and connects with the outer facade gapless that is connected support bar (8), and a level of vertical floor (10) coordinates and is connected with the upper plane gapless of the horizontal mainboard in upper strata No. 1 (7) below, connect locating structure (9) and be connected support bar (8) orthogonal sets merging connection, the vertical connection of tower body structure by connection locating structure (9) with the tower mechanical equipment on top, connect the vertical tube that support bar (8) is ring-type for horizontal profile, this annular outer edge figure is polygon or circle, be provided with cover plate (43) at the upper end that connects support bar (8), cover plate (43) is the plate that outer rim planar graph coordinates with the aperture surface gapless that is connected support bar (8), and the upper plane of cover plate (43) is equal with the upper transverse plane that is connected support bar (8), the outer diametric plane of support circle No. 1 (44) coordinates and connects with the aperture surface gapless that is connected support bar (8), the upper plane of support circle No. 1 (44) coordinates with the lower plane gapless of cover plate (43), and the internal orifice dimension of support circle No. 1 (44) is greater than the external diameter of spheric washer (5) or nut No. 1 (6), in the plane of the horizontal mainboard in upper strata No. 1 (7), on upper strata, horizontal mainboard No. 1 (7) is provided with the longitudinal axis central authorities of concrete grade beam (32) plane dead in line 1 No. 4, vertical connecting bolt hole (24) that 1 internal diameter coordinates with spheric washer (5) external diameter, vertical connecting bolt hole No. 4 (24) supplies No. 1 (4) vertical passing of vertical connecting bolt with No. 3, vertical connecting bolt hole (23) vertical concentric of the horizontal mainboard of lower floor No. 1 (1), and No. 3, hole of vertical connecting bolt (23) internal diameter is greater than the external diameter of vertical connecting bolt No. 1 (4), the internal diameter in vertical connecting bolt hole No. 4 (24) is greater than the external diameter of nut No. 1 (6), the horizontal mainboard in upper strata No. 1 (7) is connected as a single entity with the horizontal mainboard of lower floor No. 1 (1) by vertical connecting bolt No. 2 (18) and nut No. 2 (14), on upper strata, the plane outward flange position of horizontal mainboard No. 1 (7) is provided with m of the leveling bolt hole No. 2 (22) that vertical internal diameter is greater than leveling bolt (13) diameter and vertically passes through for leveling bolts (13), and m is wherein more than or equal to 3 integer, as shown in Fig. 3,4,5.

The structure of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): horizontally disposed plane is that the upper plane of the horizontal mainboard of lower floor No. 1 (1) of polygon or circle coordinates with the lower plane gapless of the horizontal mainboard in upper strata No. 1 (7), in the plane of the horizontal mainboard of lower floor No. 1 (1) and the horizontal mainboard in upper strata No. 1 (7), be distributed with for No. 1 (1) vertical connecting bolt connected vertically hole, No. 1 (7) and the horizontal mainboard of lower floor of the horizontal mainboard in upper strata No. 1 (19) and No. 2, vertical connecting bolt hole (20), the first half in vertical connecting bolt hole No. 1 (19) is cylinder upright opening, the Lower Half in vertical connecting bolt hole No. 1 (19) is positive hexagonal prism upright opening, vertical connecting bolt hole No. 1 (19) coordinates with turret head one end of vertical connecting bolt No. 2 (18) and makes the baseplane of turret head equal with the lower plane of the horizontal mainboard of lower floor No. 1 (1), the vertical positive hexagonal prism upright opening of Lower Half in connecting bolt hole No. 1 (19) and the vertical central in first half cylindrical orthogonal hole overlap, the vertical connecting bolt hole No. 2 (20) being distributed on the horizontal mainboard in upper strata No. 1 (7) is cylinder upright opening, and this upright opening overlaps with internal diameter and vertical central with the first half cylinder upright opening in vertical connecting bolt hole No. 1 (19), No. 2 (18) external diameters of internal diameter and vertical connecting bolt in vertical connecting bolt hole No. 2 (20) coordinate, and with vertical connecting bolt No. 2 (18) and No. 2 (14) cooperations of nut, No. 1 (7) and lower floor No. 1 (1) vertical cartel of horizontal mainboard of horizontal upper strata mainboard is connected and gapless between the lower plane of the horizontal mainboard in upper strata No. 1 (7) and the upper plane of the horizontal mainboard of lower floor No. 1 (1) is coordinated, on the horizontal mainboard of lower floor No. 1 (1), be provided with No. 1, leveling bolt hole (21) identical with position with No. 2 (22) quantity of leveling bolt hole that arrange in No. 1 (7) plane of the horizontal mainboard in upper strata and vertical concentric, the aperture surface of leveling bolt hole No. 1 (21) is provided with internal thread (26) and coordinates with the external screw thread of leveling bolt (13), be provided with the longitudinal axis central authorities of basic dead in line cylinder upright opening---No. 3, the vertical connecting bolt hole (23) coordinating with No. 1 (4) external diameter of vertical connecting bolt at the horizontal mainboard of lower floor No. 1 (1), the following position of upper plane of the horizontal mainboard of lower floor No. 1 (1) at the top circumference that is positioned at vertical connecting bolt hole No. 3 (23) is provided with the annular spherical groove (39) that upright projection is internal diameter for the internal diameter taking vertical connecting bolt hole No. 3 (23), the annular bottom surface of annular spherical groove (39) is the spheroid concave surface coordinating with the annular spheroid convex surface gapless of spheric washer (5), on the both sides lower plane of the horizontal mainboard of lower floor No. 1 (1), be arranged with along the longitudinal axis of the horizontal mainboard of lower floor No. 1 (1) longitudinal baffle (17) 2 roads that length is identical with lower floor No. 1 (1) longitudinal length of horizontal mainboard, the upper surface of longitudinal baffle (17) is connected with lower floor No. 1 (1) lower plane of horizontal mainboard, the cross section of longitudinal baffle (17) is rectangle or trapezoidal or triangle, between the direction end socket of twice longitudinal baffle (17), connect with bulkhead (42), the outside vertical facade of twice longitudinal baffle (17) coordinates with the vertical interior facade of the protruding key of shearing resistance level No. 1 (34) of the superiors of vertical equity anchor (2), the height of longitudinal baffle (17) is greater than the thickness of high strength dry cement mortar (11), on the lower plane of the horizontal mainboard of lower floor No. 1 (1) and the concrete of concrete grade beam (32) or concrete pier (31), between plane, be provided with high strength dry cement mortar (11), as shown in Fig. 3,4,5.

The longitudinally positive facade of vertical equity anchor (2) is U-shaped, longitudinally side elevation is rectangle, vertical equity anchor (2) is combined by bottom horizontal and 1 vertical equity anchor base plate (36) of 2 parallel longitudinal cant boards (35), forms that the longitudinal axis and the basic plane longitudinal axis are vertical to be overlapped and the anchor cannelure (33) of cross section, longitudinal each position congruence between the inner side facade of 2 longitudinal cant boards (35); On the interior facade of two longitudinal cant boards (35), be provided with along vertical equity, the horizontal section of anchor cannelure (33) horizontal longitudinal axis symmetry be the triangle of congruent rectangle or congruence or congruence trapezoidal protrude from longitudinal cant board (35) vertical in No. 1 (34) n of the protruding key of shearing resistance level of facade individual, n is wherein more than or equal to 1 integer; Between the protruding key of upper and lower two shearing resistance levels that is arranged with on the interior facade of two longitudinal cant boards (35) No. 1 (34) or form the vertical equity groove (40) of symmetry and cross section congruence between the protruding key of undermost shearing resistance level No. 1 (34) and vertical equity anchor base plate (36), this horizontal groove (40) matches with the protruding key of shearing resistance level No. 2 (37) of being located at the two longitudinal outer facades that vertically move connector (3); The longitudinally longitudinal axis of horizontal anchor (2), on vertical equity anchor base plate (36), being provided with section is the other bar of anti-rotation (16) of rectangle, or the first half in the cross section of the other bar of anti-rotation (16) is the polygon that top arc, that Lower Half is rectangle and this rectangle and arc lower edge are common edge, the other bar of anti-rotation (16) matches with the groove (15) of the cross section cooperation of the other bar of anti-rotation (16) with the cross section more than being located at No. 1 (4) lower transverse plane of vertical connecting bolt; Being provided with vertical dowel (29) on facade at two of vertical equity anchor (2) outside is longitudinally connected with vertical equity anchor (2); The longitudinal axis of vertical equity anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (32), and on the concrete of the upper plane of vertical equity anchor (2) and concrete grade beam (32) or concrete pier (31), plane is equal; As shown in Fig. 3,4,5,9,10,11,12,13.

The profile that vertically moves connector (3) is that plane is the cube of rectangle, on the longitudinal axis that vertically moves connector (3) and the vertical coincidence of longitudinal axis of vertical equity anchor (2), be provided with No. 5, the vertical connecting bolt hole (25) that No. 1 (4) external diameter of internal diameter and vertical connecting bolt coordinates, on the lower plane that vertically moves connector (3) of No. 5 (25) lower ends, vertical connecting bolt hole, be provided with taking vertical connecting bolt hole No. 5 (25) internal diameters annular spherical groove (39) as internal diameter, annular spherical groove (39) be spherical concave surface towards bottom surface, annular spheroid convex surface (41) gapless of No. 1 (4) lower end of annular spherical groove (39) and vertical connecting bolt coordinates, with vertically move the equidirectional two vertical outer facades that vertically move connector (3) of connector (3) y direction on to be provided with the horizontal section matching with the protruding key of shearing resistance level on two vertical inner side facades of vertical equity anchor (2) No. 1 (34) be rectangle or triangle or trapezoidal No. 2, protruding key of shearing resistance level (37), as shown in Fig. 3,4,5,9,10,11,12,13.

The cylindrical assembly of different-diameter that vertical connecting bolt No. 1 (4) is two concentrics, the first half is the screw rod that diameter is less, lower end is the anchor head that diameter is larger, the outer diametric plane of first half screw rod of vertical connecting bolt No. 1 (4) is provided with the screw-internal thread fit of external screw thread (27) and nut No. 1 (6), the upper surface of the anchor head of No. 1 (4) lower end of vertical connecting bolt is annular spheroid convex surface (41), and annular spheroid convex surface (41) coordinates with annular spherical groove (39) gapless that vertically moves connector (3); The section that the lower end plane of vertical connecting bolt No. 1 (4) is provided with No. 1 (4) lower end anchor head cylinder plane dead in line of axis and vertical connecting bolt is above that rectangle or the first half are arc, Lower Half is the top of rectangle and this rectangle and the polygonal groove (15) that arc string is common edge, and groove (15) coordinates with the section of the other bar of anti-rotation (16);

The plane of spheric washer (5) is circular ring-type, and the vertical interior circular hole of spheric washer (5) coordinates with the external diameter of vertical connecting bolt No. 1 (4); The annular bottom surface, lower end of spheric washer (5) is provided with the annular spheroid convex surface (41) coordinating with annular spherical groove (39) gapless of No. 3 (23) upper surfaces, vertical connecting bolt hole on lower floor horizontal mainboard No. 1 (1);

Each component of the present invention, except single footing beam and slab structure (30), concrete pier (31), concrete grade beam (32), concrete groove (28) and high strength dry cement mortar (11), are steel;

On the concrete of concrete grade beam (32) or concrete pier (31) below plane, and with the extended line of the longitudinal axis of the horizontal mainboard of lower floor No. 1 (1) of the plane dead in line of concrete grade beam (32) or concrete pier (31) on longitudinal one or both ends of anchor cannelure (33) be provided with transverse and longitudinal section and be the concrete groove (28) of rectangle, the length of concrete groove (28) is greater than the longitudinal length that vertically moves connector (3), and the transverse width of concrete groove (28) is greater than the transverse width of anchor cannelure (33); The degree of depth of concrete groove (28) is more than or equal to the degree of depth of anchor cannelure (33), for the tectonic level integrated positioning in concrete of being located at that vertically moves connector (3) vertical decline rear and vertical equity anchor (2) in concrete groove (28); Or vertically move connector (3) horizontal shift to the interior rear vertical lifting of vertical equity anchor (2) concrete groove (28) in addition; As shown in Fig. 1,2,3,4,5.

The superstructure No. 2 (103) of vertical connection construction form No. 2 (202) is with the difference of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 2 (50) is with the difference of the horizontal mainboard in upper strata No. 1 (7), the vertical connecting bolt hole No. 6 (47) coordinating with No. 4 (45) external diameters of internal diameter and vertical connecting bolt substitutes No. 4, hole of vertical connecting bolt (24), and vertical connecting bolt hole No. 6 (47) overlaps with the vertical axes heart in vertical connecting bolt hole No. 4 (24); Vertical connecting bolt No. 4 (45) is with the difference of vertical connecting bolt No. 1 (4), the spiro rod length of vertical connecting bolt No. 4 (45) is greater than the spiro rod length of vertical connecting bolt No. 1 (4), and the upper surface of vertical connecting bolt No. 4 (45) is lower than the lower plane of cover plate (43); On the aperture surface that connects support bar (8), be provided with outer diametric plane and No. 2, the support circle (46) that is connected the cooperation of support bar (8) aperture surface gapless and connects, the planar central of support circle No. 2 (46) is provided with the vertical circular hole that No. 4 (45) external diameters of internal diameter and vertical connecting bolt coordinate, the upper end of this circular hole is the spherical groove of annular, and this groove coordinates with the spheroid convex surface gapless of the lower surface of spheric washer (5); The lower plane gapless of the upper plane of spheric washer (5) and nut No. 1 (6) coordinates; As shown in Fig. 3,4,5,6,7,8.

The infrastructure No. 2 (104) of vertical connection construction form No. 2 (202) is with the difference of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): the horizontal mainboard of lower floor No. 2 (49) is with the difference of the horizontal mainboard of lower floor No. 1 (1), vertical connecting bolt hole No. 7 (48) is the vertical circular hole coordinating with No. 4 (45) external diameters of vertical connecting bolt, substitute No. 3, hole of vertical connecting bolt (23) with vertical connecting bolt hole No. 7 (48), and vertical connecting bolt hole No. 7 (48) overlaps with the vertical axes heart in vertical connecting bolt hole No. 3 (23), as shown in Fig. 3,4,5,6,7,8.

The vertical connection construction without undercarriage bea on beneficial effect tower mechanical equipment of the present invention and concrete basis is adopting fixing structure with the part of concrete anchoring, and more than by it, the performance along basic longitudinal axis displacement is transferred to the upper surface of concrete structure, its dominance is:

One, connect the supporting vertical connection construction that can be shifted and go the different and basic perpendicular positioning structures of the tower body structure of the different tower mechanical equipment of corresponding combination with a set of and basis, realized with allergic effect " ten thousand changes " not.The versatility and the industrialization technology condition that become assembling concrete basis, reduced member number of fitting parts, correspondingly reduced the program of installing/dismounting, thereby reduced cost.

Two, between the sizing tower mechanical equipment concrete basis of batch production, standardized production and the tower mechanical equipment of the different perpendicular positioning connection structure of same service behaviour rank, be provided with and there is cambic perpendicular positioning connection structure, by this structure, realized standardized basis and be connected with effective perpendicular positioning of the tower mechanical equipment of nonstandardized technique, becoming can not be possible.

The type of attachment of three, closing with upper and lower two assembly of spherical female convex surface, overcome the stressed and stressed rough sledding of line of the point of the connection structure causing because of various factors, make main force part be face stressed, facts have proved, improved reliability and the durability of structural system.

Four, eliminate the potential safety hazard that on base concrete, the corrosion problem of the stone bolt infrastructure below plane forms, extended the application life of structure, saved basic cost.

Five, the foundation concrete cross section of tower mechanical equipment and basic perpendicular positioning structure place section is weakened, and has ensured the bulk strength on concrete basis, makes basic safety further increase guarantee.

The present invention is further detailed explanation below in conjunction with the drawings and specific embodiments for brief description of the drawings.

The general layout plan of the vertical connection construction of accompanying drawing 1---tower mechanical equipment and single footing beam and slab structure (30)

The sectional drawing of the vertical connection construction general layout plan of accompanying drawing 2---tower mechanical equipment and single footing beam and slab structure (30)

Accompanying drawing 3---the general layout plan of vertical connection construction form No. 1 (201)

Accompanying drawing 4---the transverse cross-sectional view of vertical connection construction form No. 1 (201)

Accompanying drawing 5---the longitudinal sectional drawing of vertical connection construction form No. 1 (201)

Accompanying drawing 6---the plan view of vertical connection construction form No. 2 (202)

Accompanying drawing 7---the transverse cross-sectional view of vertical connection construction form No. 2 (202)

Accompanying drawing 8---the longitudinal sectional drawing of vertical connection construction form No. 2 (202)

Accompanying drawing 9---the transverse cross-sectional view of vertical equity anchor (2)

Accompanying drawing 10---the longitudinal sectional drawing of vertical equity anchor (2)

Accompanying drawing 11---vertically move the transverse cross-sectional view of connector (3)

Accompanying drawing 12---vertically move the longitudinal sectional drawing of connector (3)

Accompanying drawing 13---vertically move the plan view of connector (3)

The vertical connection construction form No. 1 201 of detailed description of the invention Fig. 1,2,3,4,5,6,7,8,9,10,11,12,13 described tower mechanical equipment and basic vertical connection construction and vertical connection construction form No. 2 202 and with the tower mechanical equipment on top and the matching relationship of concrete grade beam 32 bottom or single footing beam and slab structure 30 or concrete pier 31.

On the foundation concrete of concrete grade beam 32, more than plane press the transverse width that has included length sections and the lower floor horizontal mainboard of the plane longitudinal axis along concrete grade beam 32 that diverse location that the multiple different perpendicular positioning of intending supporting the use same model assembling type base connects structure forms and need for No. 11 concrete pier 31 is set, the vertical equity anchor base plate 36 that the height of concrete pier 31 is more than or equal to vertical equity anchor 2 is above to the vertical height of plane on concrete; 32 palpuses of concrete grade beam part below plane on foundation concrete without concrete pier 31 is provided with concrete groove 28; As shown in Fig. 1,2,3,4,6,7,8.

The erection procedure that vertical connection construction form is No. 1 201:

The horizontal mainboard of superstructure No. 1 101 and lower floor that cooperation handle with vertical connecting bolt No. 2 18 and nut No. 2 14 by vertical connecting bolt hole No. 1 19 and vertical connecting bolt hole No. 2 20 and the tower plant equipment in top and basic vertical connection construction match is connected integral No. 11; As shown in Fig. 3,4,5.

Vertical equity anchor 2 is arranged on the plane longitudinal axis of the concrete grade beam 32 corresponding with top tower mechanical or concrete pier 31, and makes the longitudinal length section of vertical equity anchor 2 include top tower mechanical and the position of basic vertical connection construction on basic plane longitudinal axis of intending supporting connection;

Vertical connecting bolt No. 14 had to screw thread one end upward from bottom to top through the vertical connecting bolt hole No. 5 25 that vertically moves connector 3, the annular spheroid convex surface 41 of No. 14 lower ends of annular spherical groove 39 and vertical connecting bolt of the lower surface that vertically moves connector 3 is matched, and make the groove 15 of No. 14 lower surfaces of vertical connecting bolt equidirectional with the longitudinal axis of the other bar 16 of anti-rotation, after the protruding key of shearing resistance level on the two longitudinal outer facades that vertically move connector 3 is aligned with horizontal groove 40 levels of vertical equity anchor 2 for No. 2 37, longitudinally horizontal anchor 2 longitudinal axis advance 2 groups of assembly levels that vertically move connector 3 and vertical connecting bolt No. 14 to make vertical connecting bolt No. 14 to assigned position, and the protruding key of the shearing resistance level that makes the two outer side elevations that vertically move connector 3 matches with the horizontal groove 40 of two inner side facades of vertical equity anchor 2 for No. 2 37, make No. 3, vertical connecting bolt hole 23 vertical the aligning on vertical connecting bolt No. 14 and lower floor horizontal mainboard No. 11 simultaneously, and the groove 15 that makes No. 14 lower surfaces of vertical connecting bolt matches to restrict horizontally rotating of vertical connecting bolt No. 14 with the other bar 16 of anti-rotation,

By the upper end of No. 3, the vertical connecting bolt hole 23 aligned perpendicular connecting bolt of the assembly of horizontal lower floor mainboard No. 11 and the horizontal mainboard in upper strata No. 17 No. 14, make the assembly maintenance level of the horizontal mainboard of the horizontal mainboard of lower floor No. 11 and upper strata No. 17, and make the vertical upper end that makes vertical connecting bolt No. 14 of declining of this assembly through vertical connecting bolt hole No. 3 23 and vertical connecting bolt hole No. 4 24, make the horizontal mainboard of lower floor No. 11 longitudinal baffle 17 lower surface and vertically move gapless between the upper plane of connector 3; Make simultaneously longitudinal outer facade of 2 longitudinal baffles 17 of No. 11 lower plane of the horizontal mainboard of lower floor and the protruding key of shearing resistance level of vertical equity anchor 2 No. 1 34 longitudinally in facade coordinate; Dress spheric washer 5 coordinates the annular spherical groove 39 of No. 3 23 upper surfaces, vertical connecting bolt hole of the horizontal mainboard of annular spheroid convex surface 41 and lower floor below spheric washer 5 No. 11;

With regulate each leveling bolt 13 make the horizontal mainboard in each upper strata No. 17 above level and control with same tower mechanical carry out connected vertically each be connected support bar 8 above level; Preliminary fastening each nut No. 16, then embeds in the gap between lower plane and the upper plane of concrete grade beam 32 or concrete pier 31 of the horizontal mainboard of lower floor No. 11 with high strength dry cement mortar 11; After fastening each nut No. 16, capping plate 43, in the upper surface that connects support bar 8, makes the equal with the upper surface that is connected support bar 8 of cover plate 43 above again; Tower mechanical base section is installed to be connected and fixed for No. 1 101 with superstructure to connect locating structure 9.

The erection procedure difference that vertical connection construction form No. 2 202 and vertical connection construction form are No. 1 201 is: substitute vertical connecting bolts for No. 4 45 with vertical connecting bolt and completed for No. 14 and vertically moved the combination of connector 3 and vertical equity anchor 2 and the center of vertical connecting bolt No. 4 45 is placed in after requirement and distance base center, the assembly of horizontal lower floor mainboard No. 2 49 and the horizontal mainboard in upper strata No. 2 50 is mentioned and make No. 2 49 levels of the horizontal mainboard of lower floor, make the upper end of vertical connecting bolt hole No. 7 48 and vertical connecting bolt No. 4 45 align simultaneously, then the assembly of the horizontal mainboard of lower floor No. 2 49 and the horizontal mainboard in upper strata No. 2 50 declines, make the centre bore of No. 4 45 upper ends of vertical connecting bolt through support circle No. 2 46, the upper external screw thread that dress spheric washer 5 and nut No. 16 and vertical connecting bolt are No. 4 45 coordinates,

Regulate leveling bolt 13 to make the level above of each connection support bar 8, preliminary fastening each nut No. 16, then embeds on the lower plane of the horizontal mainboard of lower floor No. 2 49 and the concrete of concrete grade beam 32 or concrete pier 31 in the gap between plane with high strength dry cement mortar 11; After fastening each nut No. 16, capping plate 43, in the upper surface that connects support bar 8, makes the upper plane of cover plate 43 equal with the upper surface that is connected support bar 8 again; Installation tower mast type Mechanical Fundamentals saves to connect support bar 8 and is connected and fixed for No. 2 103 with superstructure with the locating structure 9 that is connected of tower mast type machinery.

The program of disassembling of the present invention is and the inverse operation of aforesaid operations.

Claims

1. tower mast-type mechanical equipment is connected structure with basic perpendicular positioning, comprise from foundation concrete combination be 2 kinds of vertical connection construction forms of a structure entirety setting in section the superstructure vertical cartel being connected with foundation concrete perpendicular positioning along the random positioned perpendicular positioning infrastructure of basic plane axis and different tower body structure---vertical connection construction form No. 1 (201) and No. 2, vertical connection construction form (202), is characterized in that:

Vertical connection construction form No. 1 (201) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 1 (101) comprises No. 1, the horizontal mainboard in upper strata (7), the horizontal mainboard in upper strata No. 1 (7) tower mechanical more than baseplane with basic connected vertically be connected support bar (8), be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 1 (102) comprises the concrete grade beam (32) of the single footing beam and slab structure (30) combining with superstructure No. 1 (101) and concrete prefabricated parts or the structure that concrete pier (31) vertical cartel is connected; Vertical connection construction form No. 2 (202) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 2 (103) comprise the horizontal mainboard in upper strata No. 2 (50), the horizontal mainboard in upper strata No. 2 (50) tower mechanical more than baseplane with basic connected vertically be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 2 (104) comprises and superstructure No. 2 (103) and the concrete grade beam (32) of single footing beam and slab structure (30) or the structures that concrete pier (31) vertical cartel is connected;

The structure of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): more than the horizontal mainboard in upper strata No. 1 (7) is horizontally placed on and is positioned on the concrete grade beam (32) of single footing beam and slab structure (30) or the concrete of concrete pier (31) the horizontal mainboard of lower floor more than plane No. 1 (1), more than concrete pier (31) is located at the upper plane of concrete grade beam (32) of single footing beam and slab structure (30), concrete pier (31) for horizontal profile be polygon or circular cylinder, the horizontal longitudinal axis of concrete pier (31) and basic plane dead in line, the plane of the horizontal mainboard in upper strata No. 1 (7) is polygon or circular slab, the plane longitudinal axis of the horizontal mainboard in upper strata No. 1 (7) overlaps with the plane longitudinal axis of basic single footing beam and slab structure (30), and the upper planar central of the horizontal mainboard in upper strata No. 1 (7) overlaps and connects with the lower end planar central that is connected support bar (8), the vertical positive facade of vertical floor (10) is polygon, a vertical stile of vertical floor (10) coordinates and connects with the outer facade gapless that is connected support bar (8), and a level of vertical floor (10) coordinates and is connected with the upper plane gapless of the horizontal mainboard in upper strata No. 1 (7) below, connect locating structure (9) and be connected support bar (8) orthogonal sets merging connection, the vertical connection of tower body structure by connection locating structure (9) with the tower mechanical equipment on top, connect the vertical tube that support bar (8) is ring-type for horizontal profile, this annular outer edge figure is polygon or circle, be provided with cover plate (43) at the upper end that connects support bar (8), cover plate (43) is the plate that outer rim planar graph coordinates with the aperture surface gapless that is connected support bar (8), and the upper plane of cover plate (43) is equal with the upper transverse plane that is connected support bar (8), the outer diametric plane of support circle No. 1 (44) coordinates and connects with the aperture surface gapless that is connected support bar (8), the upper plane of support circle No. 1 (44) coordinates with the lower plane gapless of cover plate (43), and the internal orifice dimension of support circle No. 1 (44) is greater than the external diameter of spheric washer (5) or nut No. 1 (6), in the plane of the horizontal mainboard in upper strata No. 1 (7), on upper strata, horizontal mainboard No. 1 (7) is provided with the longitudinal axis central authorities of concrete grade beam (32) plane dead in line 1 No. 4, vertical connecting bolt hole (24) that 1 internal diameter coordinates with spheric washer (5) external diameter, vertical connecting bolt hole No. 4 (24) supplies No. 1 (4) vertical passing of vertical connecting bolt with No. 3, vertical connecting bolt hole (23) vertical concentric of the horizontal mainboard of lower floor No. 1 (1), and No. 3, hole of vertical connecting bolt (23) internal diameter is greater than the external diameter of vertical connecting bolt No. 1 (4), the internal diameter in vertical connecting bolt hole No. 4 (24) is greater than the external diameter of nut No. 1 (6), the horizontal mainboard in upper strata No. 1 (7) is connected as a single entity with the horizontal mainboard of lower floor No. 1 (1) by vertical connecting bolt No. 2 (18) and nut No. 2 (14), on upper strata, the plane outward flange position of horizontal mainboard No. 1 (7) is provided with m of the leveling bolt hole No. 2 (22) that vertical internal diameter is greater than leveling bolt (13) diameter and vertically passes through for leveling bolts (13), and m is wherein more than or equal to 3 integer,

The structure of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): horizontally disposed plane is that the upper plane of the horizontal mainboard of lower floor No. 1 (1) of polygon or circle coordinates with the lower plane gapless of the horizontal mainboard in upper strata No. 1 (7), in the plane of the horizontal mainboard of lower floor No. 1 (1) and the horizontal mainboard in upper strata No. 1 (7), be distributed with for No. 1 (1) vertical connecting bolt connected vertically hole, No. 1 (7) and the horizontal mainboard of lower floor of the horizontal mainboard in upper strata No. 1 (19) and No. 2, vertical connecting bolt hole (20), the first half in vertical connecting bolt hole No. 1 (19) is cylinder upright opening, the Lower Half in vertical connecting bolt hole No. 1 (19) is positive hexagonal prism upright opening, vertical connecting bolt hole No. 1 (19) coordinates with turret head one end of vertical connecting bolt No. 2 (18) and makes the baseplane of turret head equal with the lower plane of the horizontal mainboard of lower floor No. 1 (1), the vertical positive hexagonal prism upright opening of Lower Half in connecting bolt hole No. 1 (19) and the vertical central in first half cylindrical orthogonal hole overlap, the vertical connecting bolt hole No. 2 (20) being distributed on the horizontal mainboard in upper strata No. 1 (7) is cylinder upright opening, and this upright opening overlaps with internal diameter and vertical central with the first half cylinder upright opening in vertical connecting bolt hole No. 1 (19), No. 2 (18) external diameters of internal diameter and vertical connecting bolt in vertical connecting bolt hole No. 2 (20) coordinate, and with vertical connecting bolt No. 2 (18) and No. 2 (14) cooperations of nut, No. 1 (7) and lower floor No. 1 (1) vertical cartel of horizontal mainboard of horizontal upper strata mainboard is connected and gapless between the lower plane of the horizontal mainboard in upper strata No. 1 (7) and the upper plane of the horizontal mainboard of lower floor No. 1 (1) is coordinated, on the horizontal mainboard of lower floor No. 1 (1), be provided with No. 1, leveling bolt hole (21) identical with position with No. 2 (22) quantity of leveling bolt hole that arrange in No. 1 (7) plane of the horizontal mainboard in upper strata and vertical concentric, the aperture surface of leveling bolt hole No. 1 (21) is provided with internal thread (26) and coordinates with the external screw thread of leveling bolt (13), be provided with the longitudinal axis central authorities of basic dead in line cylinder upright opening---No. 3, the vertical connecting bolt hole (23) coordinating with No. 1 (4) external diameter of vertical connecting bolt at the horizontal mainboard of lower floor No. 1 (1), the following position of upper plane of the horizontal mainboard of lower floor No. 1 (1) at the top circumference that is positioned at vertical connecting bolt hole No. 3 (23) is provided with the annular spherical groove (39) that upright projection is internal diameter for the internal diameter taking vertical connecting bolt hole No. 3 (23), the annular bottom surface of annular spherical groove (39) is the spheroid concave surface coordinating with the annular spheroid convex surface gapless of spheric washer (5), on the both sides lower plane of the horizontal mainboard of lower floor No. 1 (1), be arranged with along the longitudinal axis of the horizontal mainboard of lower floor No. 1 (1) longitudinal baffle (17) 2 roads that length is identical with lower floor No. 1 (1) longitudinal length of horizontal mainboard, the upper surface of longitudinal baffle (17) is connected with lower floor No. 1 (1) lower plane of horizontal mainboard, the cross section of longitudinal baffle (17) is rectangle or trapezoidal or triangle, between the direction end socket of twice longitudinal baffle (17), connect with bulkhead (42), the outside vertical facade of twice longitudinal baffle (17) coordinates with the vertical interior facade of the protruding key of shearing resistance level No. 1 (34) of the superiors of vertical equity anchor (2), the height of longitudinal baffle (17) is greater than the thickness of high strength dry cement mortar (11), on the lower plane of the horizontal mainboard of lower floor No. 1 (1) and the concrete of concrete grade beam (32) or concrete pier (31), between plane, be provided with high strength dry cement mortar (11),

The longitudinally positive facade of vertical equity anchor (2) is U-shaped, longitudinally side elevation is rectangle, vertical equity anchor (2) is combined by bottom horizontal and 1 vertical equity anchor base plate (36) of 2 parallel longitudinal cant boards (35), forms that the longitudinal axis and the basic plane longitudinal axis are vertical to be overlapped and the anchor cannelure (33) of cross section, longitudinal each position congruence between the inner side facade of 2 longitudinal cant boards (35); On the interior facade of two longitudinal cant boards (35), be provided with along vertical equity, the horizontal section of anchor cannelure (33) horizontal longitudinal axis symmetry be the triangle of congruent rectangle or congruence or congruence trapezoidal protrude from longitudinal cant board (35) vertical in No. 1 (34) n of the protruding key of shearing resistance level of facade individual, n is wherein more than or equal to 1 integer; Between the protruding key of upper and lower two shearing resistance levels that is arranged with on the interior facade of two longitudinal cant boards (35) No. 1 (34) or form the vertical equity groove (40) of symmetry and cross section congruence between the protruding key of undermost shearing resistance level No. 1 (34) and vertical equity anchor base plate (36), this horizontal groove (40) matches with the protruding key of shearing resistance level No. 2 (37) of being located at the two longitudinal outer facades that vertically move connector (3); The longitudinally longitudinal axis of horizontal anchor (2), on vertical equity anchor base plate (36), being provided with section is the other bar of anti-rotation (16) of rectangle, or the first half in the cross section of the other bar of anti-rotation (16) is the polygon that top arc, that Lower Half is rectangle and this rectangle and arc lower edge are common edge, the other bar of anti-rotation (16) matches with the groove (15) of the cross section cooperation of the other bar of anti-rotation (16) with the cross section more than being located at No. 1 (4) lower transverse plane of vertical connecting bolt; Being provided with vertical dowel (29) on facade at two of vertical equity anchor (2) outside is longitudinally connected with vertical equity anchor (2); The longitudinal axis of vertical equity anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (32), and on the concrete of the upper plane of vertical equity anchor (2) and concrete grade beam (32) or concrete pier (31), plane is equal;

The profile that vertically moves connector (3) is that plane is the cube of rectangle, on the longitudinal axis that vertically moves connector (3) and the vertical coincidence of longitudinal axis of vertical equity anchor (2), be provided with No. 5, the vertical connecting bolt hole (25) that No. 1 (4) external diameter of internal diameter and vertical connecting bolt coordinates, on the lower plane that vertically moves connector (3) of No. 5 (25) lower ends, vertical connecting bolt hole, be provided with taking vertical connecting bolt hole No. 5 (25) internal diameters annular spherical groove (39) as internal diameter, annular spherical groove (39) be spherical concave surface towards bottom surface, annular spheroid convex surface (41) gapless of No. 1 (4) lower end of annular spherical groove (39) and vertical connecting bolt coordinates, with vertically move the equidirectional two vertical outer facades that vertically move connector (3) of connector (3) y direction on to be provided with the horizontal section matching with the protruding key of shearing resistance level on two vertical inner side facades of vertical equity anchor (2) No. 1 (34) be rectangle or triangle or trapezoidal No. 2, protruding key of shearing resistance level (37),

On the concrete of concrete grade beam (32) or concrete pier (31) below plane, and with the extended line of the longitudinal axis of the horizontal mainboard of lower floor No. 1 (1) of the plane dead in line of concrete grade beam (32) or concrete pier (31) on longitudinal one or both ends of anchor cannelure (33) be provided with transverse and longitudinal section and be the concrete groove (28) of rectangle, the length of concrete groove (28) is greater than the longitudinal length that vertically moves connector (3), and the transverse width of concrete groove (28) is greater than the transverse width of anchor cannelure (33); The degree of depth of concrete groove (28) is more than or equal to the degree of depth of anchor cannelure (33), for the tectonic level integrated positioning in concrete of being located at that vertically moves connector (3) vertical decline rear and vertical equity anchor (2) in concrete groove (28); Or vertically move connector (3) horizontal shift to the interior rear vertical lifting of vertical equity anchor (2) concrete groove (28) in addition;

The superstructure No. 2 (103) of vertical connection construction form No. 2 (202) is with the difference of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 2 (50) is with the difference of the horizontal mainboard in upper strata No. 1 (7), the vertical connecting bolt hole No. 6 (47) coordinating with No. 4 (45) external diameters of internal diameter and vertical connecting bolt substitutes No. 4, hole of vertical connecting bolt (24), and vertical connecting bolt hole No. 6 (47) overlaps with the vertical axes heart in vertical connecting bolt hole No. 4 (24); Vertical connecting bolt No. 4 (45) is with the difference of vertical connecting bolt No. 1 (4), the spiro rod length of vertical connecting bolt No. 4 (45) is greater than the spiro rod length of vertical connecting bolt No. 1 (4), and the upper surface of vertical connecting bolt No. 4 (45) is lower than the lower plane of cover plate (43); On the aperture surface that connects support bar (8), be provided with outer diametric plane and No. 2, the support circle (46) that is connected the cooperation of support bar (8) aperture surface gapless and connects, the planar central of support circle No. 2 (46) is provided with the vertical circular hole that No. 4 (45) external diameters of internal diameter and vertical connecting bolt coordinate, the upper end of this circular hole is the spherical groove of annular, and this groove coordinates with the spheroid convex surface gapless of the lower surface of spheric washer (5); The lower plane gapless of the upper plane of spheric washer (5) and nut No. 1 (6) coordinates;

The infrastructure No. 2 (104) of vertical connection construction form No. 2 (202) is with the difference of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): the horizontal mainboard of lower floor No. 2 (49) is with the difference of the horizontal mainboard of lower floor No. 1 (1), vertical connecting bolt hole No. 7 (48) is the vertical circular hole coordinating with No. 4 (45) external diameters of vertical connecting bolt, substitute No. 3, hole of vertical connecting bolt (23) with vertical connecting bolt hole No. 7 (48), and vertical connecting bolt hole No. 7 (48) overlaps with the vertical axes heart in vertical connecting bolt hole No. 3 (23),

The erection procedure of vertical connection construction form No. 1 (201):

No. 1 horizontal mainboard in (101) and lower floor of superstructure No. 1 (1) that cooperation handle with vertical connecting bolt No. 2 (18) and nut No. 2 (14) by vertical connecting bolt hole No. 1 (19) and vertical connecting bolt hole No. 2 (20) and the tower plant equipment in top and basic vertical connection construction match is connected integral;

Vertical equity anchor (2) is arranged on the plane longitudinal axis of the concrete grade beam (32) corresponding with top tower mechanical or concrete pier (31), and makes the longitudinal length section of vertical equity anchor (2) include top tower mechanical and the position of basic vertical connection construction on basic plane longitudinal axis of intending supporting connection;

The screw thread one end that has of vertical connecting bolt No. 1 (4) is passed to No. 5, the vertical connecting bolt hole (25) that vertically moves connector (3) upward from bottom to top, the annular spheroid convex surface (41) of No. 1 (4) lower end of annular spherical groove (39) and vertical connecting bolt of the lower surface that vertically moves connector (3) is matched, and make the groove (15) of No. 1 (4) lower surface of vertical connecting bolt and the longitudinal axis of the other bar of anti-rotation (16) equidirectional, after the protruding key of shearing resistance level on the two longitudinal outer facades that vertically move connector (3) No. 2 (37) is aligned with horizontal groove (40) level of vertical equity anchor (2), longitudinally horizontal anchor (2) longitudinal axis makes vertical connecting bolt No. 1 (4) to assigned position 2 groups of assembly level propellings that vertically move connector (3) and vertical connecting bolt No. 1 (4), and the protruding key of the shearing resistance level that makes the two outer side elevations that vertically move connector (3) No. 2 (37) matches with the horizontal groove (40) of two inner side facades of vertical equity anchor (2), make No. 3, vertical connecting bolt hole (23) vertical the aligning on vertical connecting bolt No. 1 (4) and lower floor horizontal mainboard No. 1 (1) simultaneously, and make the groove (15) of No. 1 (4) lower surface of vertical connecting bolt match to restrict horizontally rotating of vertical connecting bolt No. 1 (4) with the other bar of anti-rotation (16),

By the upper end of No. 3 (23) aligned perpendicular connecting bolts in vertical connecting bolt hole No. 1 (4) of horizontal lower floor mainboard No. 1 (1) and the assembly of the horizontal mainboard in upper strata No. 1 (7), make the assembly of the horizontal mainboard of lower floor No. 1 (1) and the horizontal mainboard in upper strata No. 1 (7) keep level, and make the vertical upper end that makes vertical connecting bolt No. 1 (4) of declining of this assembly through vertical connecting bolt hole No. 3 (23) and No. 4, vertical connecting bolt hole (24), make the horizontal mainboard of lower floor No. 1 (1) longitudinal baffle (17) lower surface and vertically move gapless between the upper plane of connector (3), make longitudinal outer facade of 2 longitudinal baffles (17) of No. 1 (1) lower plane of the horizontal mainboard of lower floor and the longitudinally interior facade of the protruding key of shearing resistance level No. 1 (34) of vertical equity anchor (2) coordinate simultaneously, dress spheric washer (5) makes annular spheroid convex surface (41) below spheric washer (5) coordinate with the annular spherical groove (39) of No. 3 (23) upper surfaces, vertical connecting bolt hole of the horizontal mainboard of lower floor No. 1 (1),

With regulate each leveling bolt (13) make the horizontal mainboard in each upper strata No. 1 (7) above level and control with same tower mechanical carry out connected vertically each be connected support bar (8) above level; Preliminary fastening No. 1, each nut (6), then with in the gap between lower plane and the upper plane of concrete grade beam (32) or concrete pier (31) of high strength dry cement mortar (11) the embedding horizontal mainboard of lower floor No. 1 (1); After fastening each nut No. 1 (6), capping plate (43), in the upper surface that connects support bar (8), makes the equal with the upper surface that is connected support bar (8) of cover plate (43) above again; Tower mechanical base section is installed to be connected and fixed with superstructure No. 1 (101) to connect locating structure (9);

The erection procedure difference of vertical connection construction form No. 2 (202) and vertical connection construction form No. 1 (201) is: substitute vertical connecting bolts No. 1 (4) with vertical connecting bolt No. 4 (45) and completed and vertically moved the combination of connector (3) and vertical equity anchor (2) and the center of vertical connecting bolt No. 4 (45) is placed in after requirement and distance base center, horizontal lower floor mainboard No. 2 (49) and the assembly of the horizontal mainboard in upper strata No. 2 (50) are mentioned and make No. 2 (49) levels of the horizontal mainboard of lower floor, make vertical connecting bolt hole No. 7 (48) align with the upper end of vertical connecting bolt No. 4 (45) simultaneously, then the assembly of the horizontal mainboard of lower floor No. 2 (49) and the horizontal mainboard in upper strata No. 2 (50) declines, make the centre bore of No. 4 (45) upper ends of vertical connecting bolt through support circle No. 2 (46), dress spheric washer (5) coordinates with the upper external screw thread of vertical connecting bolt No. 4 (45) with nut No. 1 (6).