CN202194154U

CN202194154U - Vertical locating connection structure for tower mast type mechanical device and foundation

Info

Publication number: CN202194154U
Application number: CN2011203045330U
Authority: CN
Inventors: 赵正义
Original assignee: Individual
Current assignee: Individual
Priority date: 2011-08-22
Filing date: 2011-08-22
Publication date: 2012-04-18
Anticipated expiration: 2021-08-22

Abstract

A vertical locating connection structure for a tower mast type mechanical device and a foundation comprises two structural modes for vertically combining and connecting vertical connection lower structure which is arranged in foundation concrete and capable of randomly locating in a set section along the surface axis of the foundation and different tower body structures with an upper structure vertically connected with the foundation concrete to form a structural integrity. The effect of the structure is that the vertical locating connection structure of the tower body structures and the concrete can randomly move in the set range along the axis of the foundation so as to meet the requirements for different locations of vertical locating connection and structural requirements for repeated combination and disassembling of different sizes of the tower body structures. Therefore, standard and serial prefabricated concrete foundation are widely applicable to vertical locating connection of tower mast type mechanical devices which are made in different manufactures and the same in performance and level, and simultaneously, production and use cost is reduced.

Description

Tower mast-type mechanical equipment and basic perpendicular positioning joint 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 perpendicular positioning joint construction 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 2 kinds of vertical connection construction forms---vertical connection construction form No. 1 (201) and No. 2, the vertical connection construction form (202) 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 No. 1 (201) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 1 (101) comprises No. 1, the horizontal mainboard in upper strata (7), the above tower mechanical in No. 1 (7) baseplane of the horizontal mainboard in upper strata with basic connected vertically be connected support bar (8), be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 1 (102) comprises the concrete grade beam (32) of the single footing beam and slab structure (30) that combines with superstructure No. 1 (101) and concrete prefabricated parts or the structure that concrete pier (31) vertical cartel is connected; Like Fig. 1,2,3,4, shown in 5; Vertical connection construction form No. 2 (202) comprises upper and lower two parts that mutual vertical cartel connects: superstructure No. 2 (103) comprise the above tower mechanical of the horizontal mainboard in upper strata No. 2 (50), No. 2 (50) baseplanes of the horizontal mainboard in upper strata with basic connected vertically be connected connection support bar that support bar (8) vertical cartel connects as one and tower mechanical be connected locating structure (9); Infrastructure No. 2 (104) comprises and superstructure No. 2 (103) and the concrete grade beam (32) of single footing beam and slab structure (30) or the structures that concrete pier (31) vertical cartel is connected; Like Fig. 1,2,6,7, shown in 8.

The structure of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 1 (7) is horizontally placed on more than the above horizontal mainboard of lower floor in plane on the concrete of the concrete grade beam (32) that is positioned at single footing beam and slab structure (30) or concrete pier (31) No. 1 (1); Concrete pier (31) is located at more than the last plane of concrete grade beam (32) of single footing beam and slab structure (30); Concrete pier (31) is polygon or circular cylinder for horizontal profile, the horizontal longitudinal axis of concrete pier (31) and basic plane dead in line; The plane of the horizontal mainboard in upper strata No. 1 (7) is polygon or circular slab; The plane longitudinal axis of the horizontal mainboard in upper strata No. 1 (7) overlaps with the plane longitudinal axis of basic single footing beam and slab structure (30), and the last planar central of the horizontal mainboard in upper strata No. 1 (7) overlaps with the lower end planar central that is connected support bar (8) and connects; The vertical positive facade of vertical floor (10) is right-angled triangle or polygon; Vertically a vertical stile of floor (10) does not have the gap cooperation with the outer facade that is connected support bar (8) and connects, and a level bottom of vertical floor (10) does not have the gap cooperation with the last plane of the horizontal mainboard in upper strata No. 1 (7) and is connected; Connect locating structure (9) and be connected support bar (8) orthogonal sets merging connection, through body of the tower structure vertical be connected of connection locating structure (9) with the tower mechanical equipment on top; Connecting support bar (8) is the vertical tube of ring-type for horizontal profile; This annular outer edge figure is polygon or circle; Upper end connecting support bar (8) is provided with cover plate (43); Cover plate (43) does not have the plate that the gap cooperates for outer rim planar graph and the aperture surface that is connected support bar (8), and the last plane of cover plate (43) is equal with the last transverse plane that is connected support bar (8); The outer diametric plane of support circle No. 1 (44) does not have the gap cooperation with the aperture surface that is connected support bar (8) and connects; The last plane of support circle No. 1 (44) does not have the gap with the lower plane of cover plate (43) and cooperates, and the internal orifice dimension of support circle No. 1 (44) is greater than the external diameter of spheric washer (5) or nut No. 1 (6); On the plane of the horizontal mainboard in upper strata No. 1 (7); Horizontal mainboard No. 1 (7) is provided with 1 No. 4, vertical connecting bolt hole (24) that 1 internal diameter cooperates with spheric washer (5) external diameter with the longitudinal axis central authorities of concrete grade beam (32) plane dead in line on the upper strata; Vertical connecting bolt hole No. 4 (24) supplies No. 1 (4) vertical passing of vertical connecting bolt with No. 3 (23) vertical concentrics in vertical connecting bolt hole of the horizontal mainboard of lower floor No. 1 (1); And No. 3 (23) internal diameters in vertical connecting bolt hole are greater than the external diameter of vertical connecting bolt No. 1 (4), and the internal diameter in vertical connecting bolt hole No. 4 (24) is greater than the external diameter of nut No. 1 (6); The horizontal mainboard in upper strata No. 1 (7) is connected as a single entity with the horizontal mainboard of lower floor No. 1 (1) through vertical connecting bolt No. 2 (18) and nut No. 2 (14); The outward flange position, plane of horizontal mainboard No. 1 (7) is provided with vertical internal diameter and supplies leveling bolts (13) vertically to pass through greater than No. 2 (22) m of the leveling bolt hole of leveling bolt (13) diameter on the upper strata, and m wherein is the integer more than or equal to 3; Like Fig. 3,4, shown in 5.

The structure of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): horizontally disposed plane is that the last plane of polygon or the circular horizontal mainboard of lower floor No. 1 (1) does not have the gap with the lower plane of the horizontal mainboard in upper strata No. 1 (7) and cooperates; On the plane of horizontal mainboard of lower floor No. 1 (1) and the horizontal mainboard in upper strata No. 1 (7), be distributed with and be used for the horizontal mainboard in upper strata No. 1 (7) and lower floor No. 1 (1) vertical connecting bolt connected vertically of horizontal mainboard hole No. 1 (19) and No. 2, vertical connecting bolt hole (20); The first half in vertical connecting bolt hole No. 1 (19) is the cylinder upright opening; The Lower Half in vertical connecting bolt hole No. 1 (19) is positive hexagonal prism upright opening, and vertical connecting bolt hole No. 1 (19) cooperate with the first end of hexagonal of vertical connecting bolt No. 2 (18) and make the baseplane of turret head equal with the lower plane of the horizontal mainboard of lower floor No. 1 (1); The positive hexagonal prism upright opening of Lower Half in vertical connecting bolt hole No. 1 (19) and the vertical central in first half cylindrical orthogonal hole overlap; The vertical connecting bolt hole No. 2 (20) that is distributed on the horizontal mainboard in upper strata No. 1 (7) is the cylinder upright opening, and this upright opening overlaps with internal diameter and vertical central with the first half cylinder upright opening in vertical connecting bolt hole No. 1 (19); No. 2 (18) external diameters of internal diameter and vertical connecting bolt in vertical connecting bolt hole No. 2 (20) cooperate, and with vertical connecting bolt No. 2 (18) and No. 2 (14) cooperations of nut no gap between the last plane of No. 1 (1) vertical cartel connection of No. 1 horizontal mainboard in (7) and lower floor of the horizontal mainboard in upper strata and the lower plane that makes the horizontal mainboard in upper strata No. 1 (7) and the horizontal mainboard of lower floor No. 1 (1) are cooperated; Be provided with on the horizontal mainboard of lower floor No. 1 (1) with No. 1 (7) plane of the horizontal mainboard in upper strata on No. 1, the leveling bolt hole (21) of No. 2 (22) quantity of leveling bolt hole of being provided with and vertical concentric identical with the position, the aperture surface of leveling bolt hole No. 1 (21) is provided with internal thread (26) and cooperates with the external screw thread of leveling bolt (13); Be provided with cylinder upright opening---No. 3, the vertical connecting bolt hole (23) that cooperates with No. 1 (4) external diameter of vertical connecting bolt at the horizontal mainboard of lower floor No. 1 (1) with the longitudinal axis central authorities of basic dead in line; Being provided with upright projection is the annular spherical groove (39) of internal diameter at the following position, last plane of the horizontal mainboard of the lower floor of the top circumference that is positioned at vertical connecting bolt hole No. 3 (23) No. 1 (1) for the internal diameter with vertical connecting bolt hole No. 3 (23), and the annular bottom surface of annular spherical groove (39) is not for to have the spheroid concave surface that the gap cooperates with the annular spheroid convex surface of spheric washer (5); Longitudinal axis at lower plane upper edge, the both sides horizontal mainboard of lower floor No. 1 (1) of lower plane upper edge, the both sides horizontal mainboard of lower floor No. 1 (1) of the horizontal mainboard of lower floor No. 1 (1) is arranged with length and lower floor identical longitudinal baffle (17) 2 roads of No. 1 (1) longitudinal length of horizontal mainboard; Longitudinal baffle (17) is connected with lower floor No. 1 (1) lower plane of horizontal mainboard; The cross section of longitudinal baffle (17) is rectangle or trapezoidal or triangle; Between vertical termination of twice longitudinal baffle (17), connect with bulkhead (42); The outside vertical facade of twice longitudinal baffle (17) cooperates with the vertical interior facade of the protruding key of the shearing resistance level of the superiors of vertical equity anchor (2) No. 1 (34), and the height of longitudinal baffle (17) is greater than the thickness of high strength dry cement mortar (11); Be provided with high strength dry cement mortar (11) between the plane on the concrete of the lower plane of the horizontal mainboard of lower floor No. 1 (1) and concrete grade beam (32) or concrete pier (31); Like Fig. 3,4, shown in 5.

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

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

The cylindrical assembly of different-diameter that vertical connecting 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 vertical connecting bolt No. 1 (4) is provided with the screw-internal thread fit of external screw thread (27) and nut No. 1 (6); The upper surface of the anchor head of vertical No. 1 (4) lower end of connecting bolt is an annular spheroid convex surface (41), and annular spheroid convex surface (41) cooperates with the no gap of annular spherical groove (39) that vertically moves connector (3); The section that is provided with No. 1 (4) lower end anchor head cylinder plane dead in line of axis and vertical connecting bolt more than the lower end plane of vertical connecting 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 (15) that arc string is common edge, and groove (15) cooperates with the section of the other bar of anti-rotation (16);

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

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

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

The superstructure of vertical connection construction form No. 2 (202) No. 2 (103) is with the difference of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 2 (50) is with the difference of the horizontal mainboard in upper strata No. 1 (7); The vertical connecting bolt hole No. 6 (47) that cooperates with No. 4 (45) external diameters of internal diameter and vertical connecting bolt substitutes No. 4, vertical connecting bolt hole (24), and vertical connecting bolt hole No. 6 (47) overlaps with the vertical axes heart in vertical connecting bolt hole No. 4 (24); Vertical connecting bolt No. 4 (45) is with the difference of vertical connecting bolt No. 1 (4); The spiro rod length of vertical connecting bolt No. 4 (45) is greater than the spiro rod length of vertical connecting bolt No. 1 (4), and the upper surface of vertical connecting bolt No. 4 (45) is lower than the lower plane of cover plate (43); On the aperture surface that connects support bar (8), be provided with outer diametric plane and be connected support bar (8) aperture surface and do not have No. 2, the support circle (46) of gap cooperation and connection; The planar central of support circle No. 2 (46) is provided with the vertical circular hole that No. 4 (45) external diameters of internal diameter and vertical connecting bolt cooperate; The upper end of this circular hole is the spherical groove of annular, and this groove does not have the gap with the spheroid convex surface of the lower surface of spheric washer (5) and cooperates; The lower plane on the last plane of spheric washer (5) and nut No. 1 (6) does not have the gap and cooperates; Like Fig. 3,4,5,6,7, shown in 8.

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

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.

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 single footing beam and slab structure (30)

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

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

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

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

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

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

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

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

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

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

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

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

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

The transverse width that on the basic concrete of concrete grade beam 32, needs for No. 11 by the horizontal mainboard of length sections and lower floor of the formed plane longitudinal axis along concrete grade beam 32 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 31, the height of concrete pier 31 more than or equal to above the vertical equity anchor base plate 36 of vertical equity anchor 2 to the concrete the vertical height on plane; 32 palpuses of the concrete grade beam of no concrete pier 31 plane on basic concrete is provided with concrete groove 28 with the lower part; Like Fig. 1,2,3,4,6,7, shown in 8.

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

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

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

With the vertical connecting bolt hole that has screw thread one end to pass up from bottom to top to vertically move connector 3 of vertical connecting bolt No. 14 No. 5 25; The annular spheroid convex surface 41 of No. 14 lower end of annular spherical groove 39 and vertical connecting bolt of the lower surface that vertically moves connector 3 is matched; And make the groove 15 of No. 14 lower surface of vertical connecting bolt equidirectional with the longitudinal axis of the other bar 16 of anti-rotation; The protruding key of shearing resistance level on the two vertical outer facades that vertically move connector 3 No. 2 37 and longitudinally horizontal anchor 2 longitudinal axis after horizontal groove 40 levels of vertical equity anchor 2 align are advanced 2 groups of assembly levels that vertically move connector 3 and vertical connecting bolt No. 14 make vertical connecting bolt No. 14 to assigned position; And the protruding key of the shearing resistance level that makes the two outer side elevations that vertically move connector 3 No. 2 37 matches with the horizontal groove 40 of two inboard facades of vertical equity anchor 2; Make No. 3 23 vertical the aligning in vertical connecting bolt hole on vertical connecting bolt No. 14 and the lower floor horizontal mainboard No. 11 simultaneously, and the groove 15 of No. 14 lower surface of vertical connecting bolt is matched with the other bar 16 of anti-rotation to restrict horizontally rotating of vertical connecting bolt No. 14;

Upper end with No. 3 23 aligned perpendicular connecting bolts in vertical connecting bolt hole of the assembly of horizontal mainboard of lower floor No. 11 and the horizontal mainboard in upper strata No. 17 No. 14; Make the assembly maintenance level of horizontal mainboard of lower floor No. 11 and the horizontal mainboard in upper strata No. 17; And make the vertical upper end that makes vertical connecting bolt No. 14 of descending of this assembly pass vertical connecting bolt hole No. 3 23 and vertical connecting bolt hole No. 4 24, make the horizontal mainboard of lower floor No. 11 longitudinal baffle 17 the lower surface and vertically move between the last plane of connector 3 and do not have the gap; Make simultaneously No. 11 lower plane of the horizontal mainboard of lower floor 2 longitudinal baffles 17 vertical outer facade and the protruding key of the shearing resistance level of vertical equity anchor 2 No. 1 34 vertically in facade cooperate; The annular spherical groove 39 of No. 3 23 upper surfaces, vertical connecting bolt hole that the following annular spheroid convex surface 41 that dress spheric washer 5 makes spheric washer 5 and lower floor horizontal mainboard are No. 11 cooperates;

Make No. 17 top level of the horizontal mainboard in each upper strata and control carry out the top level that respectively is connected support bar 8 connected vertically to regulate each leveling bolt 13 with same tower mechanical; Preliminary fastening each nut No. 16 embeds in the slit between the last plane of lower plane and concrete grade beam 32 or concrete pier 31 of the horizontal mainboard of lower floors No. 11 with high strength dry cement mortar 11 then; After fastening once more each nut No. 16, dress cover plate 43 makes the top of cover plate 43 equal with the upper surface that is connected support bar 8 in the upper surface that connects support bar 8; The tower mechanical base section is installed to be connected for No. 1 101 fixing to connect locating structure 9 with superstructure.

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

Regulate leveling bolt 13 and make the top level that respectively connects support bar 8; Preliminary fastening each nut No. 16 embeds on the concrete of lower plane and concrete grade beam 32 or concrete pier 31 of the horizontal mainboard of lower floors No. 2 49 in the slit between the plane with high strength dry cement mortar 11 then; After fastening once more each nut No. 16, dress cover plate 43 makes the last plane of cover plate 43 equal with the upper surface that is connected support bar 8 in the upper surface that connects support bar 8; Tower mast type Mechanical Fundamentals joint is installed No. 2 103 to be connected fixing with the locating structure 9 that is connected of tower mast type machinery with superstructure to connect support bar 8.

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

Claims

Tower mast-type mechanical equipment with the basis the perpendicular positioning joint construction; Comprise the superstructure vertical cartel that in setting section, is connected with basic concrete perpendicular positioning with the combination of basic concrete along random positioned perpendicular positioning infrastructure of basic plane axis and different body of the tower structures be one construct integral body 2 kinds of vertical connection construction forms---vertical connection construction form No. 1 (201) and No. 2, vertical connection construction form (202) is characterized in that:

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

The structure of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 1 (7) is horizontally placed on more than the above horizontal mainboard of lower floor in plane on the concrete of the concrete grade beam (32) that is positioned at single footing beam and slab structure (30) or concrete pier (31) No. 1 (1); Concrete pier (31) is located at more than the last plane of concrete grade beam (32) of single footing beam and slab structure (30); Concrete pier (31) is polygon or circular cylinder for horizontal profile, the horizontal longitudinal axis of concrete pier (31) and basic plane dead in line; The plane of the horizontal mainboard in upper strata No. 1 (7) is polygon or circular slab; The plane longitudinal axis of the horizontal mainboard in upper strata No. 1 (7) overlaps with the plane longitudinal axis of basic single footing beam and slab structure (30), and the last planar central of the horizontal mainboard in upper strata No. 1 (7) overlaps with the lower end planar central that is connected support bar (8) and connects; The vertical positive facade of vertical floor (10) is right-angled triangle or polygon; Vertically a vertical stile of floor (10) does not have the gap cooperation with the outer facade that is connected support bar (8) and connects, and a level bottom of vertical floor (10) does not have the gap cooperation with the last plane of the horizontal mainboard in upper strata No. 1 (7) and is connected; Connect locating structure (9) and be connected support bar (8) orthogonal sets merging connection, through body of the tower structure vertical be connected of connection locating structure (9) with the tower mechanical equipment on top; Connecting support bar (8) is the vertical tube of ring-type for horizontal profile; This annular outer edge figure is polygon or circle; Upper end connecting support bar (8) is provided with cover plate (43); Cover plate (43) does not have the plate that the gap cooperates for outer rim planar graph and the aperture surface that is connected support bar (8), and the last plane of cover plate (43) is equal with the last transverse plane that is connected support bar (8); The outer diametric plane of support circle No. 1 (44) does not have the gap cooperation with the aperture surface that is connected support bar (8) and connects; The last plane of support circle No. 1 (44) does not have the gap with the lower plane of cover plate (43) and cooperates, and the internal orifice dimension of support circle No. 1 (44) is greater than the external diameter of spheric washer (5) or nut No. 1 (6); On the plane of the horizontal mainboard in upper strata No. 1 (7); Horizontal mainboard No. 1 (7) is provided with 1 No. 4, vertical connecting bolt hole (24) that 1 internal diameter cooperates with spheric washer (5) external diameter with the longitudinal axis central authorities of concrete grade beam (32) plane dead in line on the upper strata; Vertical connecting bolt hole No. 4 (24) supplies No. 1 (4) vertical passing of vertical connecting bolt with No. 3 (23) vertical concentrics in vertical connecting bolt hole of the horizontal mainboard of lower floor No. 1 (1); And No. 3 (23) internal diameters in vertical connecting bolt hole are greater than the external diameter of vertical connecting bolt No. 1 (4), and the internal diameter in vertical connecting bolt hole No. 4 (24) is greater than the external diameter of nut No. 1 (6); The horizontal mainboard in upper strata No. 1 (7) is connected as a single entity with the horizontal mainboard of lower floor No. 1 (1) through vertical connecting bolt No. 2 (18) and nut No. 2 (14); The outward flange position, plane of horizontal mainboard No. 1 (7) is provided with vertical internal diameter and supplies leveling bolts (13) vertically to pass through greater than No. 2 (22) m of the leveling bolt hole of leveling bolt (13) diameter on the upper strata, and m wherein is the integer more than or equal to 3;

The structure of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): horizontally disposed plane is that the last plane of polygon or the circular horizontal mainboard of lower floor No. 1 (1) does not have the gap with the lower plane of the horizontal mainboard in upper strata No. 1 (7) and cooperates; On the plane of horizontal mainboard of lower floor No. 1 (1) and the horizontal mainboard in upper strata No. 1 (7), be distributed with and be used for the horizontal mainboard in upper strata No. 1 (7) and lower floor No. 1 (1) vertical connecting bolt connected vertically of horizontal mainboard hole No. 1 (19) and No. 2, vertical connecting bolt hole (20); The first half in vertical connecting bolt hole No. 1 (19) is the cylinder upright opening; The Lower Half in vertical connecting bolt hole No. 1 (19) is positive hexagonal prism upright opening, and vertical connecting bolt hole No. 1 (19) cooperate with the first end of hexagonal of vertical connecting bolt No. 2 (18) and make the baseplane of turret head equal with the lower plane of the horizontal mainboard of lower floor No. 1 (1); The positive hexagonal prism upright opening of Lower Half in vertical connecting bolt hole No. 1 (19) and the vertical central in first half cylindrical orthogonal hole overlap; The vertical connecting bolt hole No. 2 (20) that is distributed on the horizontal mainboard in upper strata No. 1 (7) is the cylinder upright opening, and this upright opening overlaps with internal diameter and vertical central with the first half cylinder upright opening in vertical connecting bolt hole No. 1 (19); No. 2 (18) external diameters of internal diameter and vertical connecting bolt in vertical connecting bolt hole No. 2 (20) cooperate, and with vertical connecting bolt No. 2 (18) and No. 2 (14) cooperations of nut no gap between the last plane of No. 1 (1) vertical cartel connection of No. 1 horizontal mainboard in (7) and lower floor of the horizontal mainboard in upper strata and the lower plane that makes the horizontal mainboard in upper strata No. 1 (7) and the horizontal mainboard of lower floor No. 1 (1) are cooperated; Be provided with on the horizontal mainboard of lower floor No. 1 (1) with No. 1 (7) plane of the horizontal mainboard in upper strata on No. 1, the leveling bolt hole (21) of No. 2 (22) quantity of leveling bolt hole of being provided with and vertical concentric identical with the position, the aperture surface of leveling bolt hole No. 1 (21) is provided with internal thread (26) and cooperates with the external screw thread of leveling bolt (13); Be provided with cylinder upright opening---No. 3, the vertical connecting bolt hole (23) that cooperates with No. 1 (4) external diameter of vertical connecting bolt at the horizontal mainboard of lower floor No. 1 (1) with the longitudinal axis central authorities of basic dead in line; Being provided with upright projection is the annular spherical groove (39) of internal diameter at the following position, last plane of the horizontal mainboard of the lower floor of the top circumference that is positioned at vertical connecting bolt hole No. 3 (23) No. 1 (1) for the internal diameter with vertical connecting bolt hole No. 3 (23), and the annular bottom surface of annular spherical groove (39) is not for to have the spheroid concave surface that the gap cooperates with the annular spheroid convex surface of spheric washer (5); Longitudinal axis at lower plane upper edge, the both sides horizontal mainboard of lower floor No. 1 (1) of lower plane upper edge, the both sides horizontal mainboard of lower floor No. 1 (1) of the horizontal mainboard of lower floor No. 1 (1) is arranged with length and lower floor identical longitudinal baffle (17) 2 roads of No. 1 (1) longitudinal length of horizontal mainboard; Longitudinal baffle (17) is connected with lower floor No. 1 (1) lower plane of horizontal mainboard; The cross section of longitudinal baffle (17) is rectangle or trapezoidal or triangle; Between vertical termination of twice longitudinal baffle (17), connect with bulkhead (42); The outside vertical facade of twice longitudinal baffle (17) cooperates with the vertical interior facade of the protruding key of the shearing resistance level of the superiors of vertical equity anchor (2) No. 1 (34), and the height of longitudinal baffle (17) is greater than the thickness of high strength dry cement mortar (11); Be provided with high strength dry cement mortar (11) between the plane on the concrete of the lower plane of the horizontal mainboard of lower floor No. 1 (1) and concrete grade beam (32) or concrete pier (31);

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

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

The cylindrical assembly of different-diameter that vertical connecting 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 vertical connecting bolt No. 1 (4) is provided with the screw-internal thread fit of external screw thread (27) and nut No. 1 (6); The upper surface of the anchor head of vertical No. 1 (4) lower end of connecting bolt is an annular spheroid convex surface (41), and annular spheroid convex surface (41) cooperates with the no gap of annular spherical groove (39) that vertically moves connector (3); The section that is provided with No. 1 (4) lower end anchor head cylinder plane dead in line of axis and vertical connecting bolt more than the lower end plane of vertical connecting 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 (15) that arc string is common edge, and groove (15) cooperates with the section of the other bar of anti-rotation (16);

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

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

The superstructure of vertical connection construction form No. 2 (202) No. 2 (103) is with the difference of the superstructure No. 1 (101) of vertical connection construction form No. 1 (201): the horizontal mainboard in upper strata No. 2 (50) is with the difference of the horizontal mainboard in upper strata No. 1 (7); The vertical connecting bolt hole No. 6 (47) that cooperates with No. 4 (45) external diameters of internal diameter and vertical connecting bolt substitutes No. 4, vertical connecting bolt hole (24), and vertical connecting bolt hole No. 6 (47) overlaps with the vertical axes heart in vertical connecting bolt hole No. 4 (24); Vertical connecting bolt No. 4 (45) is with the difference of vertical connecting bolt No. 1 (4); The spiro rod length of vertical connecting bolt No. 4 (45) is greater than the spiro rod length of vertical connecting bolt No. 1 (4), and the upper surface of vertical connecting bolt No. 4 (45) is lower than the lower plane of cover plate (43); On the aperture surface that connects support bar (8), be provided with outer diametric plane and be connected support bar (8) aperture surface and do not have No. 2, the support circle (46) of gap cooperation and connection; The planar central of support circle No. 2 (46) is provided with the vertical circular hole that No. 4 (45) external diameters of internal diameter and vertical connecting bolt cooperate; The upper end of this circular hole is the spherical groove of annular, and this groove does not have the gap with the spheroid convex surface of the lower surface of spheric washer (5) and cooperates; The lower plane on the last plane of spheric washer (5) and nut No. 1 (6) does not have the gap and cooperates;

The infrastructure of vertical connection construction form No. 2 (202) No. 2 (104) is with the difference of the infrastructure No. 1 (102) of vertical connection construction form No. 1 (201): the horizontal mainboard of lower floor No. 2 (49) is with the difference of the horizontal mainboard of lower floor No. 1 (1); Vertical connecting bolt hole No. 7 (48) is the vertical circular hole that cooperates with No. 4 (45) external diameters of vertical connecting bolt; Substitute No. 3, vertical connecting bolt hole (23) with vertical connecting bolt hole No. 7 (48), and vertical connecting bolt hole No. 7 (48) overlaps with the vertical axes heart in vertical connecting bolt hole No. 3 (23).
2. tower mast-type mechanical equipment as claimed in claim 1 and basic perpendicular positioning joint construction is characterized in that:

Each component is steel except that single footing beam and slab structure (30), concrete pier (31), concrete grade beam (32), concrete groove (28) and high strength dry cement mortar (11).