CN202247936U

CN202247936U - Vertical connection structure of tower type mechanical equipment and foundation

Info

Publication number: CN202247936U
Application number: CN2011203716693U
Authority: CN
Inventors: 赵正义
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-10-08
Filing date: 2011-10-08
Publication date: 2012-05-30
Anticipated expiration: 2021-10-08

Abstract

The utility model discloses a vertical connection structure of tower type mechanical equipment and foundation, which is composed of a lower structure, different tower body structures, an upper structure and a middle structure, wherein the lower structure is vertically combined and connected in foundation concrete and can be randomly positioned in the set section along the axis of a fundamental plane; the upper structure is vertically connected with the foundation concrete; and the middle structure is used for vertically combining and connecting the upper structure with the lower structure. By using the structure disclosed by the utility model, the vertical positioning connection structure of the tower body structures and concrete can be randomly shifted in the set range along the fundamental axis so as to adapt to different position requirements and different connection structure requirements of different sizes of the tower body structures for vertical positioning connection as well as structure requirements for repeated combination and decomposition. The vertical positioning connection of the standardized and serialized prefabricated concrete foundation and the tower body structures of the tower type mechanical equipment which is manufactured by different manufacturers and is in the same performance level has a wide range of application, and simultaneously, the production cost and use cost are lowered.

Description

Tower mechanical equipment and basic vertical connection construction

Technical field the utility model relates to the tower mechanical equipment that the cycle moves use does not have the body of the tower structure of undercarriage bea and the vertical locating structure that is connected of precast concrete foundation.

Background technology is present, the cycle in building, electric power, oil, information, Di Kuang, military each field move use as building fixed tower machine, wind-driven generator, oil production machine, signal pylon, rig, tower mechanical Equipment Foundations such as heavy ground-based radar; Mostly adopt integral cast-in-situ concrete basis; Its obvious drawback is that resource utilization is extremely low, long construction period, and the cold district fabrication cycle is longer; Can not reuse, cause ample resources waste and environment pollution simultaneously.Existing in recent years concrete prefabricated parts assembling foundation for tower crane comes out, and has opened up tower mechanical Equipment Foundations assembling, repeated use, the light-weighted direction of basic concrete prefabricated parts and road.But reuse and lightweight two big Technological Economy targets to the equipment, assembled basis of tower mechanical, exist basic constructional design to receive plant equipment body of the tower structure combining form fixedly causes with the perpendicular positioning joint construction restriction on basis waste and the narrow situation of adaptive surface; Be badly in need of solving technically tower mechanical equipment that the same model of each producer both at home and abroad do not have a undercarriage bea and the assembling type base of a kind of model of the different formation of basic structure connected vertically vertical connection construction can't with the different body of the tower structures and the basic vertical location that is connected of the same model plant equipment of several producers, that is basic versatility problem.Though the more existing access times and the concrete basis unmatched difficult problem of life-span that can solve stone bolt basically with basic concrete combination or the vertical positioning connection structure of fang bolt that decomposes; 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 bigger; Perhaps, make with the loaded down with trivial details cost that causes of the structure making of its coupling and strengthen because the body of the tower of the same model tower mechanical that each factory produces is totally different with the vertical connection construction on basis; The industrialization on prefabricated concrete basis facts have proved that this is the technical bottleneck problem that industrialization is accelerated to realize in the equipment, assembled basis of tower mechanical that influences that must break through.

Purpose of summary of the invention the utility model and task are under the prerequisite of not damaging concrete foundation structure; Provide a kind of and can satisfy the body of the tower structure of tower mechanical equipment and the basic perpendicular positioning connection request of concrete of prefabricated typing; In the scope of setting; The perpendicular positioning joint construction position on body of the tower structure and concrete basis can be located arbitrarily along the basic plane axis; Thereby eliminate because the drawback that can't combination in any between the prefabricated concrete basis of the standardization of having finalized the design of the different body of the tower structure of same other tower mechanical equipment of service behaviour level of each producer and the perpendicular positioning joint construction different and batch production production, seriation be connected with the concrete basis; And the structural safety of eliminating the bottom structure of the stone bolt that is positioned at basic concrete is surely suffered from and the perpendicular positioning joint construction of corrosion hidden danger; Reduced body of the tower and reduced cost simultaneously, for standardization, batch production production and the reduction use cost of quickening to realize the tower mechanical Equipment Foundations creates conditions with the production process that basic different vertical connection constructions matees composite construction.

Technical scheme the utility model comprise in concrete grade beam (37) or the concrete pier (36) of being located at the concrete single footing beam and slab structure (35) that combines jointly by concrete resistance to compression plate (34) and anchor cannelure (39) in the setting section along the random positioned infrastructure of basic plane axis (300); With any one superstructure No. 1 (101) or superstructure No. 2 (102) or No. 3, superstructures (103) in 3 kinds of superstructures that the vertical connection construction on different body of the tower structure and basis is complementary; The common 3 kinds of vertical connection construction forms that constitute of middle cage structure (200) that superstructure No. 1 (101) or superstructure No. 2 (102) or superstructure No. 3 (103) are connected with infrastructure (300) vertical cartel: No. 1, structural form (401); No. 2, structural form (402); No. 3, structural form (403); Like Fig. 1,2,3,4,5,6,7,8,9,10, shown in 11.

The structure of infrastructure (300): the laterally positive facade of horizontal location anchor (2) is a U-shaped, vertically side elevation is a rectangle; Horizontal location anchor (2) is connected by vertical outside of the bottom horizontal of 2 parallel vertical cant boards (40) and 1 base plate (41) and forms, and makes between the inboard facade of 2 vertical cant boards (40) and forms the vertically anchor cannelure (39) of each cross section, position congruence; Interior facade upper edge anchor cannelure (39) horizontal longitudinal axis of two vertical cant boards (40) be arranged with vertical equity, horizontal section protrude from for the rectangle of congruence or triangle or trapezoidal vertical cant board (40) vertical in No. 1 (38) n of the protruding key of level of facade individual, n wherein is the integer more than or equal to 1; Be symmetrically formed between the protruding key of upper and lower two levels No. 1 (38) on the interior facade of two vertical cant boards (40) or protruding key of undermost level No. 1 (38) and base plate (41) between the symmetry that forms and the horizontal groove (43) of cross section congruence, each horizontal groove (43) matches with the protruding key of corresponding level No. 2 (42) of two vertical outer facades of being located at horizontal location connector (3); Longitudinal axis along horizontal location anchor (2); On base plate (41), be provided with vertical equity key (12); The cross section of vertical any part of vertical equity key (12) is that the rectangle or the first half are that top and the arc lower edge arc, that Lower Half is rectangle and this rectangle is the polygon of common edge, matches with the groove (13) of the cross section cooperation of vertical equity key (12) in vertical equity key (12) cross section above with being located at No. 1 (4) following transverse plane of bolt; On two of horizontal location anchor (2) vertically outer facades, being provided with vertical dowel (11) is connected with the outer facade of vertical cant board (40); The longitudinal axis of horizontal location anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (37), and the plane is equal on the concrete of the last plane of horizontal location anchor (2) and concrete grade beam (37) or concrete pier (36); Like Fig. 3,4,5,6,7,8,9,10,11, shown in 12.

The profile of horizontal location connector (3) is that the plane is the cube of rectangle; Be provided with horizontal profile in horizontal location connector (3) planar central and be circular and No. 2, hole (20) that No. 1 (4) external diameter of internal diameter and bolt cooperates; The annular spheroid groove (14) that to be provided with No. 2 (20) internal diameters in hole on the lower plane of the horizontal location connector (3) of No. 2 (20) lower ends in the hole be internal diameter, the no gap of annular spheroid convex surface (15) of No. 1 (4) lower end of annular spheroid groove (14) and bolt cooperates; With two vertical outer facades of horizontal location connector (3) the equidirectional horizontal location connector of y direction (3) on to be provided with the horizontal section that the horizontal groove (43) on two vertical vertical inboard facades with horizontal location anchor (2) matches be rectangle or triangle or trapezoidal No. 2, protruding key of level (42); Like Fig. 3,4,5,6,7,8,9,10,11,14,15, shown in 16.

The cylindrical assembly of different-diameter that bolt No. 1 (4) is two concentrics; The first half is the less screw rod of diameter; Lower end is the bigger anchor head of diameter; The outer diametric plane of the first half screw rod of bolt No. 1 (4) is provided with the screw-internal thread fit of external screw thread and nut No. 1 (5), and the upper surface of the anchor head of No. 1 (4) lower end of bolt is an annular spheroid convex surface (15), and annular spheroid convex surface (15) cooperates with the no gap of annular spheroid groove (14) of horizontal location connector (3); The section that is provided with the anchor head cylinder plane dead in line of No. 1 (4) lower end of axis and bolt more than the lower end plane of bolt No. 1 (4) is that the rectangle or the first half are arc; Lower Half is the top of rectangle and this rectangle and the polygonal groove (13) that arc string is common edge, and groove (13) cooperates with the section of vertical equity key (12);

With the last plane of the lower plane and plate No. 1 (1) of No. 1 (4) upper external screw thread nut engaged of bolt No. 1 (5) between if do not establish the packing ring (6) that external diameter cooperates less than pressure-bearing connector (18) internal diameter, No. 1 (4) external diameter of internal diameter and bolt; Like Fig. 3,4,5,6,7,8,9,10, shown in 11.

Each component of the utility model are steel except that concrete single footing beam and slab structure (35), concrete pier (36), concrete grade beam (37), concrete groove (16) and cement mortar (7).

On the concrete of concrete grade beam (37) or concrete pier (36) below the plane; And with the extended line of the longitudinal axis of the plate No. 1 (1) of the plane dead in line of concrete grade beam (37) or concrete pier (36) on vertical one or both ends of anchor cannelure (39) be provided with the concrete groove (16) that horizontal vertical section is rectangle; The length of concrete groove (16) is greater than the longitudinal length of horizontal location connector (3), and the transverse width of concrete groove (16) is more than or equal to the transverse width of anchor cannelure (39); The degree of depth of concrete groove (16) is more than or equal to the degree of depth of anchor cannelure (39); Like Fig. 1,2,3,4,5,6,7,8,9,10, shown in 11.

The structure of middle cage structure (200):

Plate No. 1 (1) is polygon or circular plate for horizontally disposed plane; Be provided with cylinder upright opening---No. 6, the hole (44) that cooperates with No. 1 (4) external diameter of bolt at plate No. 1 (1) with the longitudinal axis center of basic plane dead in line; Longitudinal axis in the both sides in the hole No. 6 (44) of No. 1 (1) lower plane of plate along plate No. 1 (1) is arranged with identical longitudinal baffle (9) 2 roads of No. 1 (1) longitudinal length of length and plate; No. 1 (1) lower plane in the upper surface of longitudinal baffle (9) and plate is connected; The cross section of longitudinal baffle (9) is rectangle or trapezoidal or triangle; The horizontal internal diameter of longitudinal baffle (9) is more than or equal to the internal diameter of hole No. 6 (44); Between vertical termination of twice longitudinal baffle (9), connect with bulkhead (10), the outside vertical facade of twice longitudinal baffle (9) cooperates with the vertical interior facade of the protruding key of the level of the superiors of horizontal location anchor (2) No. 1 (38), and the height of longitudinal baffle (9) is greater than the thickness of cement mortar (7); Be provided with cement mortar (7) between the plane on the concrete of the lower plane of plate No. 1 (1) and concrete grade beam (37) or concrete pier (36); Is No. 1 (19) n in vertical hole of circle at the plane outward flange of plate No. 1 (1) with the interior horizontal profile that is provided with, and this n is the integer more than or equal to 3, and the external screw thread that the aperture surface of hole No. 1 (19) is provided with internal thread and bolt No. 2 (8) cooperates; Pressure-bearing connector (18) is the vertical tube of the ring-type of polygon or circle for horizontal profile; The internal diameter of pressure-bearing connector (18) is greater than the internal diameter of hole No. 6 (44) and greater than the external diameter of nut No. 1 (5) and packing ring (6), and the lower surface of pressure-bearing connector (18) and plate No. 1 (1) top is connected and the vertical axes heart of the endoporus vertical axes heart and hole No. 6 (44) of pressure-bearing connector (18) overlaps; The plane outer rim is that the endoporus of the circle (21) of polygon or circular ring-type overlaps with the endoporus upright projection of pressure-bearing connector (18), and the lower plane that encloses (21) does not have the gap cooperation with the last plane of pressure-bearing connector (18) and is connected; The plane of pressure-bearing connector (18) is provided with section and is circular No. 4 (26) m in vertical hole, and this m is the integer more than or equal to 2, and the vertical axes heart of hole No. 4 (26) overlaps with hole No. 3 (25) on being positioned at plate No. 2 (22); The external diameter of the internal diameter in hole No. 4 (26) and bolt No. 3 (23) cooperates; Like Fig. 3,4,5,6,7,8,9,10, shown in 11.

Between the last plane of the plate No. 1 (1) beyond the external diameter of pressure-bearing connector (18) and the lower plane of circle (21) if do not establish vertical floor (17); Vertical floor (17) facade is a polygon; Last transverse plane, inboard vertical elevation and the following transverse plane of vertical floor (17) respectively with the lower plane that encloses (21), the last plane of the external diameter vertical plane of pressure-bearing connector (18) and plate No. 1 (1) is connected; Like Fig. 3,4,5,6,7,8,9,10, shown in 11.

The structure of body of the tower structure and the superstructure No. 1 (101) of the vertical connection construction coupling combination on basis: the plane of plate No. 2 (22) is polygon or circle, the vertical vertically axle center of plate No. 2 (22) and pressure-bearing connector (18) or enclose the endoporus vertical axes heart of (21) and the endoporus vertical axes heart of hole No. 6 (44) overlaps; The lower plane of plate No. 2 (22) does not have the gap with the last plane of circle (21) and cooperates; The last plane of plate No. 2 (22) and body of the tower base section main chord No. 1 (31) cooperate with the lower end plane clearance of each sleeve (30) that is connected with body of the tower base section main chord No. 1 (31); On plate No. 2 (22), be provided with No. 5, hole (29), hole No. 5 (29) are identical with the quantity of sleeve (30), and hole No. 5 (29) overlap with the vertical axes heart in the hole No. 8 (49) of sleeve (30); The section of No. 5 (29) first halves in hole is circular; And the external diameter of circular internal diameter and bolt No. 4 (27) cooperates; No. 5 (29) Lower Halves in hole are for being regular hexagon or square with horizontal profile that the first half vertical axes heart overlaps and matching with the lower end turret head or the square head of bolt No. 4 (27), and make the lower surface of bolt No. 4 (27) not protrude from the lower plane of plate No. 2 (22) downwards; On plate No. 2 (22), be provided with No. 3, the hole (25) that overlaps with the vertical axes heart of the hole of enclosing (21) No. 4 (26); The horizontal profile of the Lower Half in hole No. 3 (25) is circular; And the external diameter of circular internal diameter and bolt No. 3 (23) cooperates; The first half in hole No. 3 (25) is for being regular hexagon or square with horizontal profile that the Lower Half vertical axes heart overlaps and cooperating with the turret head or the square head of No. 3 (23) upper ends of bolt, and makes the upper surface of bolt No. 3 (23) not protrude from the last plane of plate No. 2 (22); Like Fig. 3,4, shown in 5.

The structure of body of the tower structure and the superstructure No. 2 (102) of the vertical connection construction coupling combination on basis: the outer rim of the upright projection of the suspension column (32) that is connected with the body of the tower base section is polygon or circle; The suspension column (32) that is connected with the body of the tower base section overlaps with the vertical axes heart of circle (21); The external diameter of the suspension column (32) that is connected with the body of the tower base section is less than the distance in 2 holes No. 3 (25) that are symmetrically distributed in No. 2 (22) centers of plate, and the upper surface of the lower surface and plate No. 2 (22) of the suspension column (32) that is connected with the body of the tower base section does not have the gap cooperation and is connected; Like Fig. 6,7, shown in 8.

The structure of the superstructure No. 3 (103) of the vertical connection construction coupling combination on body of the tower structure and basis: the outer rim of the upright projection of plate No. 3 (45) is polygon or circle; The last plane vertical rod of the lower surface of body of the tower base section main chord No. 2 (33) and plate No. 3 (45) is connected; And the vertical axes heart of body of the tower base section main chord No. 2 (33) and plate No. 3 (45) overlaps, and plate No. 3 (45) is provided with No. 7, the hole (48) that the vertical axes heart in each hole No. 5 (29) on the vertical axes heart and the plate No. 2 (22) overlaps; The horizontal profile in hole No. 7 (48) is that circle and No. 5 (46) external diameters of internal diameter and bolt cooperate; Regular hexagon or square with the hole Lower Half of the lower end turret head of bolt No. 5 (46) or square head and hole No. 5 (29) cooperate; Make the following transverse plane of bolt No. 5 (46) not protrude from the lower plane of plate No. 3 (45); After passing hole No. 5 (29) and hole No. 7 (48) vertically upward with bolt No. 5 (46), cooperate between the last plane of the lower plane and plate No. 2 (22) that make plate No. 3 (45) cooperation of no gap with the external screw thread of the internal thread and bolt No. 5 (46) of nut No. 4 (47) and be connected; Like Fig. 9,10, shown in 11.

The vertical connection construction of the no undercarriage bea on tower mechanical equipment of beneficial effect the utility model and concrete basis adopts fixing structure in the part with the concrete anchoring; And its performance along basic longitudinal axis displacement is transferred to more than the upper surface of concrete structure, its dominance is:

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

Two, between the typing tower mechanical equipment concrete of batch production, standardized production basis and tower mechanical equipment, be provided with and have cambic perpendicular positioning joint construction with other different perpendicular positioning joint construction of service behaviour level; Through this structure; Realized that standardized basis is connected with effective perpendicular positioning of the tower mechanical equipment of nonstandardized technique, change can not be possible.

Three, with the type of attachment of the upper and lower cooperation of spherical female convex surface; Overcome the stressed and stressed rough sledding of line of point of the vertical bolt connection structure that causes because of various factors; It is stressed to make main force part be face; Experiment showed, the reliability and the durability that have improved structural system, reduced the local structure use cost.

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

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

Six, satisfy contradiction between the specification of shape specification and the vertical connecting bolt of typing of different body of the tower main chords of top tower mechanical, realized the broad applicability of structure.

Hereinafter combines the accompanying drawing and the specific embodiment that the utility model is done further detailed explanation.

The general layout plan of the vertical connection construction of accompanying drawing 1---tower mechanical equipment and concrete single footing beam and slab structure (35)

The sectional drawing of the vertical connection construction general layout plan of accompanying drawing 2---tower mechanical equipment and concrete single footing beam and slab structure (35)

The general layout plan of accompanying drawing 3---structural form No. 1 (401)

The transverse cross-sectional view of accompanying drawing 4---structural form No. 1 (401)

The longitudinal sectional drawing of accompanying drawing 5---structural form No. 1 (401)

The general layout plan of accompanying drawing 6---structural form No. 2 (402)

The transverse cross-sectional view of accompanying drawing 7---structural form No. 2 (402)

The longitudinal sectional drawing of accompanying drawing 8---structural form No. 2 (402)

The general layout plan of accompanying drawing 9---structural form No. 3 (403)

The transverse cross-sectional view of accompanying drawing 10---structural form No. 3 (403)

The longitudinal sectional drawing of accompanying drawing 11---structural form No. 3 (403)

Accompanying drawing 12---the transverse cross-sectional view of horizontal location anchor (2)

Accompanying drawing 13---the longitudinal sectional drawing of horizontal location anchor (2)

Accompanying drawing 14---the transverse cross-sectional view of horizontal location connector (3)

Accompanying drawing 15---the longitudinal sectional drawing of horizontal location connector (3)

Accompanying drawing 16---the plan view of horizontal location connector (3)

Structural form No. 1 401, structural form No. 2 402, the structural form No. 3 403 of specific embodiment Fig. 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16 described tower mechanical equipment and the vertical connection construction on basis and with the concrete grade beam 37 of the concrete single footing beam and slab structure 35 of the tower mechanical equipment on top and bottom or the matching relationship of concrete pier 36.

The transverse width that on the basic concrete of concrete grade beam 37, needs for No. 11 by the length sections and the plate of the formed plane longitudinal axis along concrete grade beam 37 of the diverse location that has included a plurality of different perpendicular positioning joint construction of intending the same model assembling type base of supporting use more than the plane is provided with concrete pier 36, and the height of concrete pier 36 is established bolt No. 3 23 more than or equal to the height of horizontal location anchor 2 and in the one or both ends of anchor cannelure 39 along the basic plane axis; Concrete groove 16 is established with the lower part in 37 palpuses of the concrete grade beam of no concrete pier 36 plane on concrete grade beam 37; Like Fig. 1,2,3,4,5,6,7,8,9,10, shown in 11.

The erection procedure of structural form No. 1 401, structural form No. 2 402, structural form No. 3 403:

The structural form that connects according to the body of the tower structure of tower mechanical equipment and basis is different selects and is combined into superstructure respectively for use No. 1 101 or superstructure No. 2 102 or superstructure No. 3 103; Like Fig. 3,4,5,6,7,8,9,10, shown in 11.

Horizontal location anchor 2 is arranged on the plane longitudinal axis of concrete grade beam 37 corresponding or concrete pier 36 with the top tower mechanical; The plane is equal on the last plane that makes horizontal location anchor 2 and the concrete of concrete grade beam 37 or concrete pier 36, and makes the longitudinal length section of horizontal location anchor 2 include top tower mechanical and the length sections of basic vertical connection construction on the basic plane longitudinal axis of intending supporting connection;

Screw thread one end that has of bolt No. 14 is passed the hole No. 2 20 of horizontal location connector 3 up from bottom to top; The annular spheroid convex surface 15 of No. 14 lower end of annular spheroid groove 14 and bolt of the lower surface of horizontal location connector 3 is matched; And make the groove 13 of No. 14 lower surface of bolt equidirectional with the longitudinal axis of vertical equity key 12; Horizontal groove 43 levels of the protruding key of level on two vertical outer facades of horizontal location connector 3 No. 2 42 and horizontal location anchor 2 are aligned the back to be advanced the composite member level of 1 group of horizontal location connector 3 and bolt No. 14 along horizontal location anchor 2 longitudinal axis and makes bolt No. 14 to desired location; And the protruding key of level No. 2 42 of two outer side elevations of horizontal location connector 3 is matched with the horizontal groove 43 of two inboard facades of horizontal location anchor 2; Make No. 6 44 vertical the aligning in hole on bolt No. 14 and the plate No. 11 simultaneously, and make the groove 13 of No. 14 lower surface of bolt the horizontally rotating of matching with vertical equity key 12 with restraining bolt No. 14;

The hole of plate No. 11 is aimed at the upper end of bolt No. 14 for No. 6 44; Make No. 11 maintenance level of plate; And make vertical decline of plate No. 11 make the upper end of bolt No. 14 pass the hole No. 6 44, making between the last plane of lower surface and horizontal location connector 3 of longitudinal baffle 9 of plate No. 11 does not have the gap; The vertical outer facade that makes 2 longitudinal baffles 9 simultaneously and 2 upper water plano-convex keys of horizontal location anchor 2 No. 1 38 vertically in facade cooperate; Dress packing ring 6 cooperates for No. 14 with bolt, and makes between the last plane of lower plane and plate No. 11 of packing ring 6 and do not have the gap;

The screw-internal thread fit that erection bolt No. 28 and hole are No. 1 19 is regulated the top level that each bolt makes the top level of every the plate No. 11 on the same seat basis for No. 28 and controls each plate No. 11 on same seat basis; Install and preliminary fastening each nut No. 15, then with in the slit between the last plane of the lower plane of cement mortar 7 insert plates No. 11 and concrete grade beam 37 or concrete pier 36; Revolve simultaneously and unload each bolt No. 28; Fastening once more each nut No. 15;

The superstructure No. 1 101 of the vertical connection construction coupling on selection and the tower plant equipment in top and basis or superstructure No. 2 102 or superstructure No. 3 103; After making vertical vertical axis coinciding of plate No. 2 22 and circle 21; Pass from top to bottom for No. 3 23 with bolt plate No. 2 22 hole No. 3 25 and circle 21 hole No. 4 26 and make the plane on the protruding plate No. 2 22 not, upper surface of upper end turret head or the square head of bolt No. 3 23, cooperate with the external screw thread of No. 3 23 lower ends of bolt with nut No. 2 24 fasteningly to make the lower plane of plate No. 2 22 and enclose between 21 the last plane and do not have the gap; Like Fig. 3,4,5,6,7,8,9,10, shown in 11.

The assembling of superstructure No. 1 101 and middle cage structure 200: be upward through hole No. 5 29 for No. 4 27 and make the following transverse plane of bolt No. 4 27 not protrude from the lower plane of plate No. 2 22 with bolt, No. 8 49 backs, vertical hole that upwards penetrate each sleeve 30 with each bolt for No. 4 27 cooperate the last plane of fastening lower plane that makes body of the tower base section main chord No. 1 31 and each sleeve 30 and plate No. 2 22 not have the gap cooperation and be connected with nut No. 3 28 and No. 4 27 upper external screw threads of bolt; Penetrating No. 4 26 backs in hole No. 3 25 and hole for No. 3 23 downwards with bolt cooperates the fastening lower plane that makes plate No. 2 22 and encloses that no gap also is connected between 21 the last plane with the nut No. 2 24 and the external screw thread of No. 3 23 lower ends of bolt; Like Fig. 4, shown in 5.

The assembling of superstructure No. 2 102 and middle cage structure 200: the last plane that the horizontal lower surface of the suspension column 32 that will be connected with the body of the tower base section and plate are No. 2 22 is connected; Be passed down through hole No. 3 25 and hole for No. 3 23 No. 4 26 with bolt, cooperate the fastening lower plane that makes plate No. 2 22 and enclose that no gap also is connected between 21 the last plane with No. 3 23 lower end external screw threads of internal thread and bolt of nut No. 2 24; Like Fig. 7, shown in 8.

The assembling of superstructure No. 3 103 and middle cage structure 200: with No. 4 26 vertical aligning in hole of the hole of plate No. 2 22 No. 3 25 and circle 21; From up to down pass hole No. 3 25 and hole for No. 3 23 No. 4 26 with bolt, cooperate the fastening lower plane that makes plate No. 2 22 and enclose between 21 the last plane cooperation of no gap and be connected with the external screw thread of No. 3 23 lower ends of internal thread and bolt of nut No. 2 24; In erection bolt No. 3 23; No. 5 29 vertical up and down aligning in hole with the hole of each plate No. 3 45 No. 7 48 and plate No. 2 22; Pass hole No. 5 29 and hole No. 7 48 so that bolt No. 5 46 is bottom-up, cooperate with the upper external screw thread of the internal thread and the bolt of nut No. 4 47 No. 5 46 that no gap also is connected between the last plane of fastening lower plane that makes plate No. 3 45 and plate No. 2 22; Like Figure 10, shown in 11.

The program of disassembling of the utility model for the inverse operation of aforesaid operations.

Tower mechanical equipment and basic vertical connection construction

Noun numbering summary sheet

Sequence number	Noun	Sequence number	Noun
					1	No. 1, plate (1)	32	Suspension column (32)
2	Horizontal location anchor (2)	33	No. 2, body of the tower base section main chord (33)
				3	Horizontal location connector (3)	34	Concrete resistance to compression plate (34)
4	No. 1, bolt (4)	35	Concrete single footing beam and slab structure (35)
				5	No. 1, nut (5)	36	Concrete pier (36)
6	Packing ring (6)	37	Concrete grade beam (37)
				7	Cement mortar (7)	38	No. 1, protruding key of level (38)
8	No. 2, bolt (8)	39	Anchor cannelure (39)
				9	Longitudinal baffle (9)	40	Vertical cant board (40)
10	Bulkhead (10)	41	Base plate (41)
				11	Dowel (11)	42	No. 2, protruding key of level (42)
12	Vertical equity key (12)	43	Horizontal groove (43)
				13	Groove (13)	44	No. 6, hole (44)
14	Annular spheroid groove (14)	45	No. 3, plate (45)
				15	Annular spheroid convex surface (15)	46	No. 5, bolt (46)
16	Concrete groove (16)	47	No. 4, nut (47)
				17	Vertical floor (17)	48	No. 7, hole (48)
18	Pressure-bearing connector (18)	49	No. 8, hole (49)
				19	No. 1, hole (19)
20	No. 2, hole (20)
				21	Circle (21)	101	No. 1, superstructure (101)
22	No. 2, plate (22)	102	No. 2, superstructure (102)
				23	No. 3, bolt (23)	103	No. 3, superstructure (103)
24	No. 2, nut (24)	200	Middle cage structure (200)
				25	No. 3, hole (25)	300	Infrastructure (300)
26	No. 4, hole (26)	401	No. 1, structural form (401)
				27	No. 4, bolt (27)	402	No. 2, structural form (402)
28	No. 3, nut (28)	403	No. 3, structural form (403)
				29	No. 5, hole (29)
30	Sleeve (30)
				31	No. 1, body of the tower base section main chord (31)

Claims

Tower mechanical equipment with the basis vertical connection construction; By the vertical connection construction on the infrastructure in the concrete of being located at concrete single footing beam and slab structure (35) and different body of the tower structure and basis be complementary superstructure; The middle cage structure that superstructure is connected with the infrastructure vertical cartel constitutes jointly, it is characterized in that:

The structure of middle cage structure (200):

Plate No. 1 (1) is polygon or circular plate for horizontally disposed plane; Be provided with cylinder upright opening---No. 6, the hole (44) that cooperates with No. 1 (4) external diameter of bolt at plate No. 1 (1) with the longitudinal axis center of basic plane dead in line; Longitudinal axis in the both sides in the hole No. 6 (44) of No. 1 (1) lower plane of plate along plate No. 1 (1) is arranged with identical longitudinal baffle (9) 2 roads of No. 1 (1) longitudinal length of length and plate; No. 1 (1) lower plane in the upper surface of longitudinal baffle (9) and plate is connected; The cross section of longitudinal baffle (9) is rectangle or trapezoidal or triangle; The horizontal internal diameter of longitudinal baffle (9) is more than or equal to the internal diameter of hole No. 6 (44); Between vertical termination of twice longitudinal baffle (9), connect with bulkhead (10), the outside vertical facade of twice longitudinal baffle (9) cooperates with the vertical interior facade of the protruding key of the level of the superiors of horizontal location anchor (2) No. 1 (38), and the height of longitudinal baffle (9) is greater than the thickness of cement mortar (7); Be provided with cement mortar (7) between the plane on the concrete of the lower plane of plate No. 1 (1) and concrete grade beam (37) or concrete pier (36); Is No. 1 (19) n in vertical hole of circle at the plane outward flange of plate No. 1 (1) with the interior horizontal profile that is provided with, and this n is the integer more than or equal to 3, and the external screw thread that the aperture surface of hole No. 1 (19) is provided with internal thread and bolt No. 2 (8) cooperates; Pressure-bearing connector (18) is the vertical tube of the ring-type of polygon or circle for horizontal profile; The internal diameter of pressure-bearing connector (18) is greater than the internal diameter of hole No. 6 (44) and greater than the external diameter of nut No. 1 (5) and packing ring (6), and the lower surface of pressure-bearing connector (18) and plate No. 1 (1) top is connected and the vertical axes heart of the endoporus vertical axes heart and hole No. 6 (44) of pressure-bearing connector (18) overlaps; The plane outer rim is that the endoporus of the circle (21) of polygon or circular ring-type overlaps with the endoporus upright projection of pressure-bearing connector (18), and the lower plane that encloses (21) does not have the gap cooperation with the last plane of pressure-bearing connector (18) and is connected; The plane of pressure-bearing connector (18) is provided with section and is circular No. 4 (26) m in vertical hole, and this m is the integer more than or equal to 2, and the vertical axes heart of hole No. 4 (26) overlaps with hole No. 3 (25) on being positioned at plate No. 2 (22); The external diameter of the internal diameter in hole No. 4 (26) and bolt No. 3 (23) cooperates;

Between the last plane of the plate No. 1 (1) beyond the external diameter of pressure-bearing connector (18) and the lower plane of circle (21) if do not establish vertical floor (17); Vertical floor (17) facade is a polygon; Last transverse plane, inboard vertical elevation and the following transverse plane of vertical floor (17) respectively with the lower plane that encloses (21), the last plane of the external diameter vertical plane of pressure-bearing connector (18) and plate No. 1 (1) is connected;

The structure of body of the tower structure and the superstructure No. 1 (101) of the vertical connection construction coupling combination on basis: the plane of plate No. 2 (22) is polygon or circle, the vertical vertically axle center of plate No. 2 (22) and pressure-bearing connector (18) or enclose the endoporus vertical axes heart of (21) and the endoporus vertical axes heart of hole No. 6 (44) overlaps; The lower plane of plate No. 2 (22) does not have the gap with the last plane of circle (21) and cooperates; The last plane of plate No. 2 (22) and body of the tower base section main chord No. 1 (31) cooperate with the lower end plane clearance of each sleeve (30) that is connected with body of the tower base section main chord No. 1 (31); On plate No. 2 (22), be provided with No. 5, hole (29), hole No. 5 (29) are identical with the quantity of sleeve (30), and hole No. 5 (29) overlap with the vertical axes heart in the hole No. 8 (49) of sleeve (30); The section of No. 5 (29) first halves in hole is circular; And the external diameter of circular internal diameter and bolt No. 4 (27) cooperates; No. 5 (29) Lower Halves in hole are for being regular hexagon or square with horizontal profile that the first half vertical axes heart overlaps and matching with the lower end turret head or the square head of bolt No. 4 (27), and make the lower surface of bolt No. 4 (27) not protrude from the lower plane of plate No. 2 (22) downwards; On plate No. 2 (22), be provided with No. 3, the hole (25) that overlaps with the vertical axes heart of the hole of enclosing (21) No. 4 (26); The horizontal profile of the Lower Half in hole No. 3 (25) is circular; And the external diameter of circular internal diameter and bolt No. 3 (23) cooperates; The first half in hole No. 3 (25) is for being regular hexagon or square with horizontal profile that the Lower Half vertical axes heart overlaps and cooperating with the turret head or the square head of No. 3 (23) upper ends of bolt, and makes the upper surface of bolt No. 3 (23) not protrude from the last plane of plate No. 2 (22);

The structure of body of the tower structure and the superstructure No. 2 (102) of the vertical connection construction coupling combination on basis: the outer rim of the upright projection of the suspension column (32) that is connected with the body of the tower base section is polygon or circle; The suspension column (32) that is connected with the body of the tower base section overlaps with the vertical axes heart of circle (21); The external diameter of the suspension column (32) that is connected with the body of the tower base section is less than the distance in 2 holes No. 3 (25) that are symmetrically distributed in No. 2 (22) centers of plate, and the upper surface of the lower surface and plate No. 2 (22) of the suspension column (32) that is connected with the body of the tower base section does not have the gap cooperation and is connected;

The structure of the superstructure No. 3 (103) of the vertical connection construction coupling combination on body of the tower structure and basis: the outer rim of the upright projection of plate No. 3 (45) is polygon or circle; The last plane vertical rod of the lower surface of body of the tower base section main chord No. 2 (33) and plate No. 3 (45) is connected; And the vertical axes heart of body of the tower base section main chord No. 2 (33) and plate No. 3 (45) overlaps, and plate No. 3 (45) is provided with No. 7, the hole (48) that the vertical axes heart in each hole No. 5 (29) on the vertical axes heart and the plate No. 2 (22) overlaps; The horizontal profile in hole No. 7 (48) is that circle and No. 5 (46) external diameters of internal diameter and bolt cooperate; Regular hexagon or square with the hole Lower Half of the lower end turret head of bolt No. 5 (46) or square head and hole No. 5 (29) cooperate; Make the following transverse plane of bolt No. 5 (46) not protrude from the lower plane of plate No. 3 (45); After passing hole No. 5 (29) and hole No. 7 (48) vertically upward with bolt No. 5 (46), cooperate between the last plane of the lower plane and plate No. 2 (22) that make plate No. 3 (45) cooperation of no gap with the external screw thread of the internal thread and bolt No. 5 (46) of nut No. 4 (47) and be connected.
2. tower mechanical equipment as claimed in claim 1 and basic vertical connection construction is characterized in that:

The structure of infrastructure (300): the laterally positive facade of horizontal location anchor (2) is a U-shaped, vertically side elevation is a rectangle; Horizontal location anchor (2) is connected by vertical outside of the bottom horizontal of 2 parallel vertical cant boards (40) and 1 base plate (41) and forms, and makes between the inboard facade of 2 vertical cant boards (40) and forms the vertically anchor cannelure (39) of each cross section, position congruence; Interior facade upper edge anchor cannelure (39) horizontal longitudinal axis of two vertical cant boards (40) be arranged with vertical equity, horizontal section protrude from for the rectangle of congruence or triangle or trapezoidal vertical cant board (40) vertical in No. 1 (38) n of the protruding key of level of facade individual, n wherein is the integer more than or equal to 1; Be symmetrically formed between the protruding key of upper and lower two levels No. 1 (38) on the interior facade of two vertical cant boards (40) or protruding key of undermost level No. 1 (38) and base plate (41) between the symmetry that forms and the horizontal groove (43) of cross section congruence, each horizontal groove (43) matches with the protruding key of corresponding level No. 2 (42) of two vertical outer facades of being located at horizontal location connector (3); Longitudinal axis along horizontal location anchor (2); On base plate (41), be provided with vertical equity key (12); The cross section of vertical any part of vertical equity key (12) is that the rectangle or the first half are that top and the arc lower edge arc, that Lower Half is rectangle and this rectangle is the polygon of common edge, matches with the groove (13) of the cross section cooperation of vertical equity key (12) in vertical equity key (12) cross section above with being located at No. 1 (4) following transverse plane of bolt; On two of horizontal location anchor (2) vertically outer facades, being provided with vertical dowel (11) is connected with the outer facade of vertical cant board (40); The longitudinal axis of horizontal location anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (37), and the plane is equal on the concrete of the last plane of horizontal location anchor (2) and concrete grade beam (37) or concrete pier (36);

The profile of horizontal location connector (3) is that the plane is the cube of rectangle; Be provided with horizontal profile in horizontal location connector (3) planar central and be circular and No. 2, hole (20) that No. 1 (4) external diameter of internal diameter and bolt cooperates; The annular spheroid groove (14) that to be provided with No. 2 (20) internal diameters in hole on the lower plane of the horizontal location connector (3) of No. 2 (20) lower ends in the hole be internal diameter, the no gap of annular spheroid convex surface (15) of No. 1 (4) lower end of annular spheroid groove (14) and bolt cooperates; With two vertical outer facades of horizontal location connector (3) the equidirectional horizontal location connector of y direction (3) on to be provided with the horizontal section that the horizontal groove (43) on two vertical vertical inboard facades with horizontal location anchor (2) matches be rectangle or triangle or trapezoidal No. 2, protruding key of level (42);

The cylindrical assembly of different-diameter that bolt No. 1 (4) is two concentrics; The first half is the less screw rod of diameter; Lower end is the bigger anchor head of diameter; The outer diametric plane of the first half screw rod of bolt No. 1 (4) is provided with the screw-internal thread fit of external screw thread and nut No. 1 (5), and the upper surface of the anchor head of No. 1 (4) lower end of bolt is an annular spheroid convex surface (15), and annular spheroid convex surface (15) cooperates with the no gap of annular spheroid groove (14) of horizontal location connector (3); The section that is provided with the anchor head cylinder plane dead in line of No. 1 (4) lower end of axis and bolt more than the lower end plane of bolt No. 1 (4) is that the rectangle or the first half are arc; Lower Half is the top of rectangle and this rectangle and the polygonal groove (13) that arc string is common edge, and groove (13) cooperates with the section of vertical equity key (12);

With the last plane of the lower plane and plate No. 1 (1) of No. 1 (4) upper external screw thread nut engaged of bolt No. 1 (5) between if do not establish the packing ring (6) that external diameter cooperates less than pressure-bearing connector (18) internal diameter, No. 1 (4) external diameter of internal diameter and bolt;

Each component is steel except that concrete single footing beam and slab structure (35), concrete pier (36), concrete grade beam (37), concrete groove (16) and cement mortar (7);

On the concrete of concrete grade beam (37) or concrete pier (36) below the plane; And with the extended line of the longitudinal axis of the plate No. 1 (1) of the plane dead in line of concrete grade beam (37) or concrete pier (36) on vertical one or both ends of anchor cannelure (39) be provided with the concrete groove (16) that horizontal vertical section is rectangle; The length of concrete groove (16) is greater than the longitudinal length of horizontal location connector (3), and the transverse width of concrete groove (16) is more than or equal to the transverse width of anchor cannelure (39); The degree of depth of concrete groove (16) is more than or equal to the degree of depth of anchor cannelure (39).