CN202273245U

CN202273245U - Vertical connection structure between tower-type mechanical equipment and base

Info

Publication number: CN202273245U
Application number: CN2011203403415U
Authority: CN
Inventors: 赵正义
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-09-13
Filing date: 2011-09-13
Publication date: 2012-06-13
Anticipated expiration: 2021-09-13

Abstract

The utility model provides a vertical connection structure between tower-type mechanical equipment and a base, comprising a vertical connection lower structure which is arranged in a base concrete and capable of being randomly positioned along with the axes of a basic plane in a set region and a structural mode vertically combining and connecting different tower body structures with upper structure vertically connected with the base concrete into a whole body; and the structure has the functions that the vertical connection structure between the tower-type construction and the concrete can randomly move along with the axes of the basic plane in the set region, so that the different position requirements of the different sizes of the tower body structures to the vertical positioning and connecting and the structural requirements of the different sizes of the tower body structures to the repeated combining and decomposing can be met, the wide applicability of the vertical connection structure between the standardized, serialized and precast concrete base and the tower body structure of the structural mast type mechanical equipment with identical performance level from different manufacturers can be realized, and the production cost and the use cost can be reduced.

Description

A kind of 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.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, for acceleration realizes standardization, the batch production production of tower mechanical Equipment Foundations and reduce use cost creating conditions.

Technical scheme the utility model comprises that be whole a kind of vertical connection construction form---the vertical connection construction form (201) of a structure to the superstructure vertical cartel that in setting section, is connected with basic concrete perpendicular positioning along random positioned perpendicular positioning infrastructure of basic plane axis and different body of the tower structures with basic concrete combination; Vertical connection construction form (201) comprises upper and lower two parts that vertical cartel connects: superstructure (100) comprises upper water dull and stereotyped (9), above tower mechanical and the basic structure connected vertically in dull and stereotyped (9) baseplane of upper water; Infrastructure (101) comprises the concrete grade beam (45) of the concrete single footing beam and slab structure (43) that combines with superstructure (100) and concrete prefabricated parts by concrete resistance to compression plate (11) and concrete grade beam (45) or the structure that concrete pier (44) vertical cartel is connected; Like Fig. 1,2,3,4, shown in 5.

The structure of superstructure (100): upper water dull and stereotyped (9) is horizontally placed on the above lower layer of water dull and stereotyped (1) in plane on the concrete of the concrete grade beam (45) that is positioned at concrete single footing beam and slab structure (43) or concrete pier (44); Concrete pier (44) is located at more than the last plane of concrete grade beam (45) of concrete single footing beam and slab structure (43); Concrete pier (44) is polygon or circular cylinder for horizontal profile, the last planar horizontal of concrete pier (44) and the plane longitudinal axis and basic plane dead in line; Upper water dull and stereotyped (9) is polygon or circular flat board for the plane; The plane longitudinal axis of upper water dull and stereotyped (9) overlaps with the plane longitudinal axis of concrete single footing beam and slab structure (43); The planar central of upper water dull and stereotyped (9) is provided with horizontal profile and is circular No. 8, vertical hole (32); The pipe of pressure-bearing connector (28) horizontal back cover plate (46) for the upper surface has; The horizontal back cover plate of pressure-bearing connector (28) (46) serves as circular or polygonal annular with the outer rim of the horizontal profile of lower part pipe; This annular internal diameter is more than or equal to the internal diameter in the hole No. 8 (32) of being located at upper water flat board (9) planar central, and the vertical axes heart of pressure-bearing connector (28) overlaps with the vertical axes heart of upper water dull and stereotyped (9), and the lower surface of pressure-bearing connector (28) is connected with the last plane of upper water dull and stereotyped (9); Vertical connector (29) is identical pipe or box section or the equal leg angle of shape specification with the vertical main chord of the body of the tower structure of the tower plant equipment in top; The last plane of upper end hush panel (30) is equal with the upper surface of vertical connector (29); The lower plane of lower end hush panel (25) is equal with the lower surface of vertical connector (29); The outer diametric plane of upper end hush panel (30) and lower end hush panel (25) does not have the gap cooperation with the aperture surface of vertical connector (29) and is connected, and the lower surface of vertically disposed vertical connector (29) is connected with the upper surface of pressure-bearing connector (28); The vertical positive facade of vertical floor (34) is right-angled triangle or polygon; The inboard vertical stile of vertical floor (34) does not have the gap cooperation with the vertical outer facade of vertical connector (29) and pressure-bearing connector (28) respectively from top to bottom and is connected; The following last plane with upper water dull and stereotyped (9) of the level of vertical floor (34) does not have the gap cooperation and is connected; The number of packages of vertical floor (34) is n, and this n is the integer more than or equal to 2; The vertical locating structure (31) that connects is connected with the merging of vertical connector (29) orthogonal sets, through body of the tower structure vertical be connected of vertical connection locating structure (31) with the tower mechanical equipment on top; The internal diameter in hole No. 8 (32) is greater than the external diameter of spheric washer (5) and nut No. 1 (6); And the internal diameter of hole No. 8 (32) is greater than the external diameter of the upright projection of annular spherical groove No. 1 (41); No. 4 (15) the vertical concentrics in No. 8 (32) and the hole of being located at lower layer of water flat board (1) planar central, hole supply No. 1 (4) vertical passing of bolt, and No. 4 (15) internal diameters in hole are greater than the external diameter of bolt No. 1 (4); Upper water dull and stereotyped (9) cooperates through bolt No. 2 (26) and nut No. 2 (27) and lower layer of water flat board (1) is connected as a single entity, No. 2 (26) external diameters of internal diameter and bolt cooperate be distributed on the upper water flat board (9) hole No. 6 (18) be distributed in lower layer of water flat board (1) on No. 7 (19) the vertical concentrics in hole; Is that the internal diameter of circle vertically passes through greater than No. 1 (7) m the confession bolts in vertical hole No. 3 (12) of No. 3 (12) diameters of bolt at the plane outward flange of upper water dull and stereotyped (9) with the interior horizontal profile that is provided with, and m wherein is the integer more than or equal to 3; Like Fig. 3,4, shown in 5.

The structure of infrastructure (101): lower layer of water dull and stereotyped (1) for horizontally disposed plane be polygon or circular and with the plate of dull and stereotyped (9) plane of upper water congruence; On the plane of lower layer of water dull and stereotyped (1) and upper water dull and stereotyped (9), be distributed with and be used for upper water flat board (9) and dull and stereotyped (1) hole connected vertically of lower layer of water No. 7 (19) and No. 6, holes (18); The first half in hole No. 7 (19) is the cylinder upright opening; The Lower Half in hole No. 7 (19) is positive hexagonal prism upright opening, and the first end of hexagonal of the Lower Half of hole No. 7 (19) and bolt No. 2 (26) cooperates and makes the baseplane of turret head equal with the lower plane of lower layer of water dull and stereotyped (1); The external diameter of the vertical central coincidence of positive hexagonal prism upright opening of the Lower Half in hole No. 7 (19) and first half cylinder upright opening and the internal diameter and bolt No. 2 (26) of this cylinder upright opening cooperates; The hole No. 6 (18) that is distributed on the upper water flat board (9) is the cylinder upright opening, and the first half cylinder upright opening of this upright opening and hole No. 7 (19) overlaps with internal diameter and vertical central; With bolt No. 2 (26) and nut No. 2 (27) cooperate with dull and stereotyped (1) vertical cartel of upper water dull and stereotyped (9) and lower layer of water connect and the last plane of the lower plane that makes upper water dull and stereotyped (9) and lower layer of water flat board (1) between no gap cooperate; Be provided with on the lower layer of water dull and stereotyped (1) with dull and stereotyped (9) plane of upper water on No. 2, the hole (8) of No. 1 (7) quantity in hole of being provided with and vertical concentric identical with the position, the external screw thread that the aperture surface of hole No. 2 (8) is provided with internal thread and bolt No. 3 (12) cooperates; Be provided with cylinder upright opening---No. 4, the hole (15) that cooperates with No. 1 (4) external diameter of bolt in lower layer of water dull and stereotyped (1) with the longitudinal axis central authorities of basic plane dead in line; The internal diameter that is provided with upright projection at the position, last plane of the lower layer of water of the top circumference that is positioned at hole No. 4 (15) dull and stereotyped (1) and is with hole No. 4 (15) is No. 2, the annular spherical groove (37) of internal diameter, and the annular bottom surface of annular spherical groove No. 2 (37) is not for to have the spheroid concave surface that the gap cooperates with spheric washer (5) annular spheroid convex surface down; Longitudinal axis in the both sides in the hole No. 4 (15) of dull and stereotyped (1) lower plane of lower layer of water along lower layer of water dull and stereotyped (1) is arranged with length and identical longitudinal baffle (16) 2 roads of lower layer of water flat board (1) longitudinal length; The upper surface of longitudinal baffle (16) is connected with dull and stereotyped (1) lower plane of lower layer of water; The cross section of longitudinal baffle (16) is rectangle or trapezoidal or triangle; The horizontal internal diameter of longitudinal baffle (16) is more than or equal to the internal diameter of hole No. 4 (15); Between vertical termination of twice longitudinal baffle (16), connect with bulkhead (22); The outside vertical facade of twice longitudinal baffle (16) cooperates with the vertical interior facade of the protruding key of the level of the superiors of vertical equity anchor (2) No. 1 (33), and the height of longitudinal baffle (16) is greater than the thickness of high strength dry cement mortar (10); Be provided with high strength dry cement mortar (10) between the plane on the concrete of the lower plane of lower layer of water dull and stereotyped (1) and concrete grade beam (45) or concrete pier (44); Like Fig. 3,4, shown in 5.

The laterally positive facade of vertical equity anchor (2) is a U-shaped, vertically side elevation is a rectangle; Vertical equity anchor (2) is connected by vertical outside of the bottom horizontal of 2 parallel vertical cant boards (38) and 1 vertical equity anchor base plate (39) and forms, and makes between the inboard facade of 2 vertical cant boards (38) and forms the vertically anchor cannelure (36) of each cross section, position congruence; Vertical equity that interior facade upper edge anchor cannelure (36) horizontal longitudinal axis of two vertical cant boards (38) is arranged with, horizontal section protrude from for the triangle of the rectangle of congruence or congruence or congruence trapezoidal vertical cant board (38) vertical in No. 1 (33) 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 (33) on the interior facade of two vertical cant boards (38) or protruding key of undermost level No. 1 (33) and vertical equity anchor base plate (39) between the symmetry that forms and the horizontal groove (42) of cross section congruence, each horizontal groove (42) matches with the protruding key of corresponding level No. 2 (40) of two vertical outer facades of being located at horizontal location connector (3); The longitudinal axis of longitudinally horizontal anchor (2); On vertical equity anchor base plate (39), be provided with vertical equity key (20); The cross section of vertical equity key (20) 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 (21) of the cross section cooperation of vertical equity key (20) in vertical equity key (20) cross section above with being located at No. 1 (4) following transverse plane of bolt; Being provided with vertical dowel (24) on the facade at two of vertical equity anchor (2) outside vertically is connected with vertical equity anchor (2); The longitudinal axis of vertical equity anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (45), and the plane is equal on the concrete of the last plane of vertical equity anchor (2) and concrete grade beam (45) or concrete pier (44); Like Fig. 3,4,5,6, shown in 7.

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. 5, upright opening (17) that No. 1 (4) external diameter of internal diameter and bolt cooperates; No. 1, the annular spherical groove (41) that to be provided with No. 5 (17) internal diameters in hole on the lower plane of the horizontal location connector (3) of No. 5 (17) lower ends in the hole be internal diameter, No. 1 (35) no gap of annular spheroid convex surface of No. 1 (4) lower end, No. 1 (41) and bolt of annular spherical groove 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 (42) on the two vertical inboard facades with vertical equity anchor (2) matches be rectangle or triangle or trapezoidal No. 2, protruding key of level (40); Like Fig. 3,4,5,6,7,8,9, shown in 10.

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 (6), and the upper surface of the anchor head of No. 1 (4) lower end of bolt is No. 1, an annular spheroid convex surface (35), and annular spheroid convex surface No. 1 (35) cooperates with No. 1 (41) no gap of annular spherical groove 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 (21) that arc string is common edge, and groove (21) cooperates with the section of vertical equity key (20);

The plane of spheric washer (5) is circular ring-type, is provided with horizontal profile in spheric washer (5) planar central and cooperates for the external diameter of the internal diameter and bolt No. 1 (4) in circular vertical hole No. 3 (14); The annular bottom surface, lower end in the hole No. 3 (14) of spheric washer (5) be provided with lower layer of water dull and stereotyped (1) on No. 2, the annular spheroid convex surface (13) that cooperates of No. 2 (37) no gaps of annular spherical groove of No. 4 (15) upper surfaces, hole;

Each component of the utility model are steel except that concrete single footing beam and slab structure (43), concrete pier (44), concrete grade beam (45), concrete groove (23) and high strength dry cement mortar (10).

On the concrete of concrete grade beam (45) or concrete pier (44) below the plane; And with the extended line of the longitudinal axis of the lower layer of water dull and stereotyped (1) of the plane dead in line of concrete grade beam (45) or concrete pier (44) on vertical one or both ends of anchor cannelure (36) be provided with the concrete groove (23) that horizontal vertical section is rectangle; The length of concrete groove (23) is greater than the longitudinal length of horizontal location connector (3), and the transverse width of concrete groove (23) is more than or equal to the transverse width of anchor cannelure (36); The degree of depth of concrete groove (23) is more than or equal to the degree of depth of anchor cannelure (36); Like Fig. 1,2,3,4, shown in 5.

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.

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 point of the joint construction that causes because of various factors; It is stressed to make main force part be face, facts have proved, has improved the reliability and the durability of structural system.

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 (43)

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 (43)

Accompanying drawing 3---the general layout plan of vertical connection construction form (201)

Accompanying drawing 4---the transverse cross-sectional view of vertical connection construction form (201)

Accompanying drawing 5---the longitudinal sectional drawing of vertical connection construction form (201)

Accompanying drawing 6---the transverse cross-sectional view of vertical equity anchor (2)

Accompanying drawing 7---the longitudinal sectional drawing of vertical equity anchor (2)

Accompanying drawing 8---the transverse cross-sectional view of horizontal location connector (3)

Accompanying drawing 9---the longitudinal sectional drawing of horizontal location connector (3)

Accompanying drawing 10---the plan view of horizontal location connector (3)

The vertical connection construction form 201 of specific embodiment Fig. 1,2,3,4,5,6,7,8,9,10 described tower mechanical equipment and the vertical connection construction on basis and with the concrete grade beam 45 of the concrete single footing beam and slab structure 43 of the tower mechanical equipment on top and bottom or the matching relationship of concrete pier 44.

The transverse width that on the basic concrete of concrete grade beam 45, needs by the length sections and the lower layer of water dull and stereotyped 1 of the formed plane longitudinal axis along concrete grade beam 45 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 44, and the height of concrete pier 44 is more than or equal to the height of vertical equity anchor 2; 45 palpuses of the concrete grade beam of no concrete pier 44 plane on basic concrete is provided with concrete groove 23 with the lower part; Like Fig. 1,2,3,4, shown in 5.

Each component-assembled of superstructure 100 is connected as one; Like Fig. 3,4, shown in 5.

The erection procedure of vertical connection construction form 201:

Each bolt is penetrated the hole for No. 2 26 make for No. 7 19 the turret head baseplane of bolt No. 2 26 equal, and screw for No. 2 26 with bolt with nut No. 2 27 and to make No. 2 26 location of bolt with the lower plane of lower layer of water dull and stereotyped 1;

Vertical equity anchor 2 is arranged on the plane longitudinal axis of concrete grade beam 45 corresponding or concrete pier 44 with the top tower mechanical; The plane is equal on the last plane that makes vertical equity anchor 2 and the concrete of concrete grade beam 45 or concrete pier 44, and makes the longitudinal length section of vertical equity 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. 5 17 of horizontal location connector 3 up from bottom to top; The annular spherical groove No. 1 41 of the lower surface of horizontal location connector 3 is matched for No. 1 35 with the annular spheroid convex surface of No. 14 lower end of bolt; And make the groove 21 of No. 14 lower surface of bolt equidirectional with the longitudinal axis of vertical equity key 20; Longitudinally horizontal anchor 2 longitudinal axis advanced the assembly level of 1 group of horizontal location connector 3 and bolt No. 14 and make bolt No. 14 to desired location after horizontal groove 42 levels of the protruding key of level on two vertical outer facades of horizontal location connector 3 No. 2 40 and vertical equity anchor 2 were aligned; And the protruding key of level No. 2 40 of two outer side elevations of horizontal location connector 3 is matched with the horizontal groove 42 of two inboard facades of vertical equity anchor 2; Make No. 4 15 vertical the aligning in hole on bolt No. 14 and the lower layer of water dull and stereotyped 1 simultaneously, and make the groove 21 of No. 14 lower surface of bolt the horizontally rotating of matching with vertical equity key 20 with restraining bolt No. 14;

The hole of lower layer of water dull and stereotyped 1 is aimed at the upper end of bolt No. 14 for No. 4 15; Make the dull and stereotyped 1 maintenance level of lower layer of water; And make vertical decline of lower layer of water dull and stereotyped 1 make the upper end of bolt No. 14 pass the hole No. 4 15, making between the last plane of lower surface and horizontal location connector 3 of longitudinal baffle 16 of lower layer of water dull and stereotyped 1 does not have the gap; The vertical outer facade that makes 2 longitudinal baffles 16 simultaneously and 2 upper water plano-convex keys of vertical equity anchor 2 No. 1 33 vertically in facade cooperate; Dress spheric washer 5 makes the following annular spheroid convex surface No. 2 13 of spheric washer 5 cooperate for No. 2 37 with the annular spherical groove of No. 4 15 upper surfaces, hole of lower layer of water flat board 1;

The screw-internal thread fit that erection bolt No. 3 12 and hole are No. 28 is to regulate the top level that each bolt makes the top level of every the lower layer of water dull and stereotyped 1 on the same seat basis for No. 3 12 and controls each lower layer of water flat board 1 on same seat basis; Install and preliminary fastening each nut No. 16, embed in the slit between the last plane of lower plane and concrete grade beam 45 or concrete pier 44 of lower layer of water dull and stereotyped 1 with high strength dry cement mortar 10 then; Revolve simultaneously and unload each bolt No. 3 12; After fastening once more each nut No. 16, the 2nd nut No. 16 and fastening anticreep are installed are moved back; Above the dismounting lower layer of water dull and stereotyped 1 with No. 2 26 nut engaged of bolt No. 2 27; With each hole of each hole of the upper water dull and stereotyped 9 of the assembly of superstructure 100 No. 6 18 and lower layer of water dull and stereotyped 1 No. 7 19 vertical align make each bolt upwards penetrate each hole No. 6 18 of upper water dull and stereotyped 9 for No. 2 26 after, cooperate with nut No. 2 27 and bolt again that no gap cooperates between the last plane of the fastening lower plane that makes upper water flat board 9 and lower layer of water flat board 1 for No. 2 26.

The body of the tower base section of tower mechanical is installed, is connected the location with vertical connection locating structure 31.

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

Claims

1. the vertical connection construction on a tower mechanical equipment and basis; Comprise that be a kind of whole vertical connection construction form of a structure to the superstructure vertical cartel that in setting section, is connected with basic concrete perpendicular positioning, it is characterized in that along random positioned perpendicular positioning infrastructure of basic plane axis and different body of the tower structures with basic concrete combination:

The structure of superstructure (100): upper water dull and stereotyped (9) is horizontally placed on the above lower layer of water dull and stereotyped (1) in plane on the concrete of the concrete grade beam (45) that is positioned at concrete single footing beam and slab structure (43) or concrete pier (44); Concrete pier (44) is located at more than the last plane of concrete grade beam (45) of concrete single footing beam and slab structure (43); Concrete pier (44) is polygon or circular cylinder for horizontal profile, the last planar horizontal of concrete pier (44) and the plane longitudinal axis and basic plane dead in line; Upper water dull and stereotyped (9) is polygon or circular flat board for the plane; The plane longitudinal axis of upper water dull and stereotyped (9) overlaps with the plane longitudinal axis of concrete single footing beam and slab structure (43); The planar central of upper water dull and stereotyped (9) is provided with horizontal profile and is circular No. 8, vertical hole (32); The pipe of pressure-bearing connector (28) horizontal back cover plate (46) for the upper surface has; The horizontal back cover plate of pressure-bearing connector (28) (46) serves as circular or polygonal annular with the outer rim of the horizontal profile of lower part pipe; This annular internal diameter is more than or equal to the internal diameter in the hole No. 8 (32) of being located at upper water flat board (9) planar central, and the vertical axes heart of pressure-bearing connector (28) overlaps with the vertical axes heart of upper water dull and stereotyped (9), and the lower surface of pressure-bearing connector (28) is connected with the last plane of upper water dull and stereotyped (9); Vertical connector (29) is identical pipe or box section or the equal leg angle of shape specification with the vertical main chord of the body of the tower structure of the tower plant equipment in top; The last plane of upper end hush panel (30) is equal with the upper surface of vertical connector (29); The lower plane of lower end hush panel (25) is equal with the lower surface of vertical connector (29); The outer diametric plane of upper end hush panel (30) and lower end hush panel (25) does not have the gap cooperation with the aperture surface of vertical connector (29) and is connected, and the lower surface of vertically disposed vertical connector (29) is connected with the upper surface of pressure-bearing connector (28); The vertical positive facade of vertical floor (34) is right-angled triangle or polygon; The inboard vertical stile of vertical floor (34) does not have the gap cooperation with the vertical outer facade of vertical connector (29) and pressure-bearing connector (28) respectively from top to bottom and is connected; The following last plane with upper water dull and stereotyped (9) of the level of vertical floor (34) does not have the gap cooperation and is connected; The number of packages of vertical floor (34) is n, and this n is the integer more than or equal to 2; The vertical locating structure (31) that connects is connected with the merging of vertical connector (29) orthogonal sets, through body of the tower structure vertical be connected of vertical connection locating structure (31) with the tower mechanical equipment on top; The internal diameter in hole No. 8 (32) is greater than the external diameter of spheric washer (5) and nut No. 1 (6); And the internal diameter of hole No. 8 (32) is greater than the external diameter of the upright projection of annular spherical groove No. 1 (41); No. 4 (15) the vertical concentrics in No. 8 (32) and the hole of being located at lower layer of water flat board (1) planar central, hole supply No. 1 (4) vertical passing of bolt, and No. 4 (15) internal diameters in hole are greater than the external diameter of bolt No. 1 (4); Upper water dull and stereotyped (9) cooperates through bolt No. 2 (26) and nut No. 2 (27) and lower layer of water flat board (1) is connected as a single entity, No. 2 (26) external diameters of internal diameter and bolt cooperate be distributed on the upper water flat board (9) hole No. 6 (18) be distributed in lower layer of water flat board (1) on No. 7 (19) the vertical concentrics in hole; Is that the internal diameter of circle vertically passes through greater than No. 1 (7) m the confession bolts in vertical hole No. 3 (12) of No. 3 (12) diameters of bolt at the plane outward flange of upper water dull and stereotyped (9) with the interior horizontal profile that is provided with, and m wherein is the integer more than or equal to 3;

The structure of infrastructure (101): lower layer of water dull and stereotyped (1) for horizontally disposed plane be polygon or circular and with the plate of dull and stereotyped (9) plane of upper water congruence; On the plane of lower layer of water dull and stereotyped (1) and upper water dull and stereotyped (9), be distributed with and be used for upper water flat board (9) and dull and stereotyped (1) hole connected vertically of lower layer of water No. 7 (19) and No. 6, holes (18); The first half in hole No. 7 (19) is the cylinder upright opening; The Lower Half in hole No. 7 (19) is positive hexagonal prism upright opening, and the first end of hexagonal of the Lower Half of hole No. 7 (19) and bolt No. 2 (26) cooperates and makes the baseplane of turret head equal with the lower plane of lower layer of water dull and stereotyped (1); The external diameter of the vertical central coincidence of positive hexagonal prism upright opening of the Lower Half in hole No. 7 (19) and first half cylinder upright opening and the internal diameter and bolt No. 2 (26) of this cylinder upright opening cooperates; The hole No. 6 (18) that is distributed on the upper water flat board (9) is the cylinder upright opening, and the first half cylinder upright opening of this upright opening and hole No. 7 (19) overlaps with internal diameter and vertical central; With bolt No. 2 (26) and nut No. 2 (27) cooperate with dull and stereotyped (1) vertical cartel of upper water dull and stereotyped (9) and lower layer of water connect and the last plane of the lower plane that makes upper water dull and stereotyped (9) and lower layer of water flat board (1) between no gap cooperate; Be provided with on the lower layer of water dull and stereotyped (1) with dull and stereotyped (9) plane of upper water on No. 2, the hole (8) of No. 1 (7) quantity in hole of being provided with and vertical concentric identical with the position, the external screw thread that the aperture surface of hole No. 2 (8) is provided with internal thread and bolt No. 3 (12) cooperates; Be provided with cylinder upright opening---No. 4, the hole (15) that cooperates with No. 1 (4) external diameter of bolt in lower layer of water dull and stereotyped (1) with the longitudinal axis central authorities of basic plane dead in line; The internal diameter that is provided with upright projection at the position, last plane of the lower layer of water of the top circumference that is positioned at hole No. 4 (15) dull and stereotyped (1) and is with hole No. 4 (15) is No. 2, the annular spherical groove (37) of internal diameter, and the annular bottom surface of annular spherical groove No. 2 (37) is not for to have the spheroid concave surface that the gap cooperates with spheric washer (5) annular spheroid convex surface down; Longitudinal axis in the both sides in the hole No. 4 (15) of dull and stereotyped (1) lower plane of lower layer of water along lower layer of water dull and stereotyped (1) is arranged with length and identical longitudinal baffle (16) 2 roads of lower layer of water flat board (1) longitudinal length; The upper surface of longitudinal baffle (16) is connected with dull and stereotyped (1) lower plane of lower layer of water; The cross section of longitudinal baffle (16) is rectangle or trapezoidal or triangle; The horizontal internal diameter of longitudinal baffle (16) is more than or equal to the internal diameter of hole No. 4 (15); Between vertical termination of twice longitudinal baffle (16), connect with bulkhead (22); The outside vertical facade of twice longitudinal baffle (16) cooperates with the vertical interior facade of the protruding key of the level of the superiors of vertical equity anchor (2) No. 1 (33), and the height of longitudinal baffle (16) is greater than the thickness of high strength dry cement mortar (10); Be provided with high strength dry cement mortar (10) between the plane on the concrete of the lower plane of lower layer of water dull and stereotyped (1) and concrete grade beam (45) or concrete pier (44),

The laterally positive facade of vertical equity anchor (2) is a U-shaped, vertically side elevation is a rectangle; Vertical equity anchor (2) is connected by vertical outside of the bottom horizontal of 2 parallel vertical cant boards (38) and 1 vertical equity anchor base plate (39) and forms, and makes between the inboard facade of 2 vertical cant boards (38) and forms the vertically anchor cannelure (36) of each cross section, position congruence; Vertical equity that interior facade upper edge anchor cannelure (36) horizontal longitudinal axis of two vertical cant boards (38) is arranged with, horizontal section protrude from for the triangle of the rectangle of congruence or congruence or congruence trapezoidal vertical cant board (38) vertical in No. 1 (33) 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 (33) on the interior facade of two vertical cant boards (38) or protruding key of undermost level No. 1 (33) and vertical equity anchor base plate (39) between the symmetry that forms and the horizontal groove (42) of cross section congruence, each horizontal groove (42) matches with the protruding key of corresponding level No. 2 (40) of two vertical outer facades of being located at horizontal location connector (3); The longitudinal axis of longitudinally horizontal anchor (2); On vertical equity anchor base plate (39), be provided with vertical equity key (20); The cross section of vertical equity key (20) 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 (21) of the cross section cooperation of vertical equity key (20) in vertical equity key (20) cross section above with being located at No. 1 (4) following transverse plane of bolt; Being provided with vertical dowel (24) on the facade at two of vertical equity anchor (2) outside vertically is connected with vertical equity anchor (2); The longitudinal axis of vertical equity anchor (2) overlaps with the plane longitudinal axis of concrete grade beam (45), and the plane is equal on the concrete of the last plane of vertical equity anchor (2) and concrete grade beam (45) or concrete pier (44),

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. 5, upright opening (17) that No. 1 (4) external diameter of internal diameter and bolt cooperates; No. 1, the annular spherical groove (41) that to be provided with No. 5 (17) internal diameters in hole on the lower plane of the horizontal location connector (3) of No. 5 (17) lower ends in the hole be internal diameter, No. 1 (35) no gap of annular spheroid convex surface of No. 1 (4) lower end, No. 1 (41) and bolt of annular spherical groove 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 (42) on the two vertical inboard facades with vertical equity anchor (2) matches be rectangle or triangle or trapezoidal No. 2, protruding key of level (40);

The plane of spheric washer (5) is circular ring-type, is provided with horizontal profile in spheric washer (5) planar central and cooperates for the external diameter of the internal diameter and bolt No. 1 (4) in circular vertical hole No. 3 (14); The annular bottom surface, lower end in the hole No. 3 (14) of spheric washer (5) be provided with lower layer of water dull and stereotyped (1) on No. 2, the annular spheroid convex surface (13) that cooperates of No. 2 (37) no gaps of annular spherical groove of No. 4 (15) upper surfaces, hole.

2. a kind of tower mechanical equipment as claimed in claim 1 and basic vertical connection construction is characterized in that:

On the concrete of concrete grade beam (45) or concrete pier (44) below the plane; And with the extended line of the longitudinal axis of the lower layer of water dull and stereotyped (1) of the plane dead in line of concrete grade beam (45) or concrete pier (44) on vertical one or both ends of anchor cannelure (36) be provided with the concrete groove (23) that horizontal vertical section is rectangle; The length of concrete groove (23) is greater than the longitudinal length of horizontal location connector (3), and the transverse width of concrete groove (23) is more than or equal to the transverse width of anchor cannelure (36); The degree of depth of concrete groove (23) is more than or equal to the degree of depth of anchor cannelure (36).