CN201649115U

CN201649115U - Perpendicular positioning connection structure of tower mast mechanical device and foundation

Info

Publication number: CN201649115U
Application number: CN2010201326405U
Authority: CN
Inventors: 赵正义
Original assignee: Individual
Current assignee: Individual
Priority date: 2010-03-17
Filing date: 2010-03-17
Publication date: 2010-11-24
Anticipated expiration: 2020-03-17

Abstract

A perpendicular positioning connection structure of a tower mast mechanical device and a foundation is used for perpendicularly combining and connecting a set of lower perpendicular connection positioning structures and an upper structure into a structural whole or decomposing and restoring the structural whole into the upper structure and the lower structures, wherein the lower structures matching with foundation concrete can be optionally positioned inside a set zone along a foundation planar axis, and the upper structure is used for perpendicular connection positioning of different tower body structures with the foundation concrete. The perpendicular positioning connection structure comprises the upper structure (100), a first lower structure (101) and a second lower structure (102), wherein the upper structure (100) is formed by perpendicularly combining and connecting tower mast mechanical and foundation connection supporting columns (4) above the bottom plane of a first pressure-bearing connection plate (2) into a whole, and the two lower structures are respectively and perpendicularly combined and connected with the upper structure (100). The perpendicular positioning connection structure has the advantages of enabling the perpendicular positioning connection structure of the tower body structures and concrete not to be restrained by the concrete, and being capable of being optionally shifted along the foundation axis within a set range so as to meet different requirements of different sizes of the tower body structures on perpendicular positioning connection.

Description

A kind of tower mast-type mechanical equipment and basic perpendicular positioning joint construction

Technical field the utility model relates to the cycle and moves and use or the fixing tower mast-type mechanical equipment that uses does not have the perpendicular positioning joint construction of the body of the tower structure and the concrete foundation of undercarriage bea.

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 mast-type mechanical equipment bases 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 mast-type mechanical equipment basis assembling, repeated use, the light-weighted direction of basic concrete prefabricated parts and road.But reuse and lightweight two big Technological Economy targets at the tower mast-type mechanical equipment assembling type base, exist basic constructional design to be subjected to 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 mast-type 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 vertical positioning connection structure of fang bolt that more existing non-onces are built has solved the access times and the concrete basis unmatched difficult problem of life-span of stone bolt, but all to some extent damage is caused in the cross section on concrete basis, the anti-corrosion problem of stone bolt lower end structure also can become a kind of new hidden danger of basis safety, and cost is bigger.The industrialization of assembling type base facts have proved that this is the technical bottleneck problem that the tower mast-type mechanical equipment assembling type base accelerates to realize industrialization that influences that must break through.

Summary of the invention the purpose of this utility model and task are under the prerequisite of not damaging concrete foundation structure, the perpendicular positioning connection request on the concrete basis of a kind of body of the tower structure that can satisfy tower mast-type mechanical equipment and prefabricated typing is provided, 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 different body of the tower structure of same other tower mast-type mechanical equipment of service behaviour level of each producer perpendicular positioning joint construction different and the standardization of having finalized the design of batch production production with the concrete basis, drawback that can't be general between the assembling concrete basis of seriation, and eliminate the steady trouble of structural safety of the bottom structure that is positioned at the stone bolt below the plane on the basic concrete and the perpendicular positioning joint construction of corrosion hidden danger, for quickening the standardization on realization tower mast-type mechanical equipment basis, batch production is produced and is reduced use cost and creates conditions.

The cover that technical scheme handle and basic concrete cooperate can be connected to a structure integral body with different body of the tower structures with the vertical superstructure vertical cartel that is connected the location of basic concrete along the random positioned vertical connection of basic plane axis location infrastructure in setting section, or decomposition-reduction is superstructure and infrastructure; Two kinds of structural forms of the present utility model: structural form No. 1 (201), No. 2, structural form (202) comprise upper and lower two parts that mutual vertical cartel connects: No. 1 (2) baseplane of pressure-bearing junction plate above with tower mast type machinery and the basic superstructure (100) that support column (4) vertical cartel is connected in one that is connected; Two kinds of infrastructures that are connected with superstructure (100) vertical cartel respectively: infrastructure No. 1 (101), No. 2, infrastructure (102); Shown in Fig. 1,2,3,4,5,6,7,8,9,10,11,12.

The structure of structural form No. 1 (201) and identical superstructure (100) structural form No. 2 (202): pressure-bearing junction plate No. 1 (2) is horizontally placed on the concrete of the above or concrete pier (24) in plane on the concrete of basic concrete (1) more than the plane, concrete pier (24) is located at more than the above pressure-bearing junction plate in the last plane of basic concrete (1) or concrete grade beam (23) No. 2 (3), and the plane of concrete pier (24) is regular polygon or rectangle or circle; The plane of pressure-bearing junction plate No. 1 (2) is regular polygon or rectangle or circular steel plate, the plane longitudinal axis of pressure-bearing junction plate No. 1 (2) overlaps with the plane longitudinal axis of basic concrete (1) or concrete grade beam (23), and the last planar central of pressure-bearing junction plate No. 1 (2) overlaps with the lower end planar central that is connected support column (4) on basis with tower mast type machinery and connects; The vertical positive facade of vertical floor (18) is right-angled triangle or wherein one group or two groups or three groups of orthogonal polygons in adjacent both sides, a vertical stile of vertical floor (18) connects with the outer facade that is connected support column (4) on basis with tower mast type machinery, and a level of vertical floor (18) is following to be connected with the last plane of pressure-bearing junction plate No. 1 (2); Shown in Fig. 3,4,5,6,7,8,9,10.

The structure of the infrastructure No. 1 (101) of structural form No. 1 (201): the lower plane on last plane and pressure-bearing junction plate No. 1 (2) of the pressure-bearing junction plate No. 2 (3) of and each outside vertical coincidence identical with No. 1 (2) flat shape of pressure-bearing junction plate does not have the gap and cooperates; On the plane of pressure-bearing junction plate No. 2 (3) and pressure-bearing junction plate No. 1 (2), be distributed with the vertical connecting bolt hole No. 1 (8) and No. 2, vertical connecting bolt hole (9) that are used for vertically being connected pressure-bearing junction plate No. 1 (2) and pressure-bearing junction plate No. 2 (3), the first half in vertical connecting bolt hole No. 2 (9) is the cylinder upright opening, and the latter half in vertical connecting bolt hole No. 2 (9) is that positive hexagonal prism upright opening cooperates with the first end of hexagonal of vertical connecting bolt (21) and makes the lower plane of baseplane and pressure-bearing junction plate No. 2 (3) of turret head equal; The positive hexagonal prism upright opening of Lower Half in vertical connecting bolt hole No. 2 (9) and vertical coincidence of vertical central in first half cylindrical orthogonal hole; The vertical connecting bolt hole No. 1 (8) that is distributed in pressure-bearing junction plate No. 1 (2) 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. 2 (9); The internal diameter in vertical connecting bolt hole No. 1 (8) cooperates with vertical connecting bolt (21) external diameter, No. 2 (3) vertical cartels in No. 1 (2) and pressure-bearing junction plate of pressure-bearing junction plate is connected with nut (10) with vertical connecting bolt (21);

The cross section is that the plane longitudinal axis of the longitudinal axis and pressure-bearing junction plate No. 2 (3) on plane on the rectangle of vertical main floor No. 1 (27) of inverted T-shaped connector No. 1 (12) of rectangle overlaps and is connected with the lower plane of pressure-bearing junction plate No. 2 (3) for the inverted T-shaped vertical section; The longitudinal length of inverted T-shaped connector No. 1 (12) is less than the plane longitudinal axis length of pressure-bearing junction plate No. 2 (3), and the planar central at the center and pressure-bearing junction plate No. 2 (3) on plane overlaps on the rectangle of the vertical main floor No. 1 (27) of inverted T-shaped connector No. 1 (12); No. 1 (27) transverse width of vertical main floor of the first half of transverse width and inverted T-shaped connector No. 1 (12) of two baffle plates No. 1 (13) that horizontal vertical section is rectangle is identical, the vertical height of baffle plate No. 1 (13) is greater than the thickness of high strength dry cement mortar (11), the longitudinal length of baffle plate No. 1 (13) is the distance between the laterally outer facade of the vertical main floor No. 1 (27) of the horizontal edge and inverted T-shaped connector No. 1 (12) of No. 2 (3) longitudinal axis of pressure-bearing junction plate, the horizontal longitudinal axis line coincidence of the last plane longitudinal axis and pressure-bearing junction plate No. 2 (3) of baffle plate No. 1 (13) and be connected with the lower plane of pressure-bearing junction plate No. 2 (3); Or be rectangle or trapezoidal and measure-alike baffle plate No. 2 (26) substitutes No. 1, baffle plates (13) with two horizontal vertical sections of symmetry arranged side by side, the distance of the vertical outer facade of the vertical parallel of two baffle plates No. 2 (26) is identical with the width of vertical main floor No. 1 (27), the vertical height of baffle plate No. 2 (26) and baffle plate No. 1 (13) are identical, form cavity between No. 2 (26) interior facades of 2 baffle plates; The lower plane on the last plane of 2 baffle plates No. 2 (26) and pressure-bearing junction plate No. 2 (3) is connected; Be horizontally placed on cross section in the concrete of basic concrete (1) or concrete pier (24) or concrete grade beam (23) by 2 symmetries and be down that L shaped L shaped keeper (19) and 1 horizontally disposed inverted T-shaped groove base plate (20) cross section that cooperates with inverted T-shaped connector No. 1 (12) that forms that is connected is the inverted T-shaped groove (14) of inverted T-shaped, the horizontal stroke of inverted T-shaped groove base plate (20), the vertical section is rectangle, the width of inverted T-shaped groove base plate (20) is slightly larger than the T shape horizontal flange width of inverted T-shaped connector No. 1 (12), and facade is connected in the vertical edge of a wing of L shaped keeper (19) of the transverse ends face of inverted T-shaped groove base plate (20) and symmetry; The last plane of 2 L shaped keepers (19) is equal with the last plane of basic concrete (1) or concrete pier (24) or concrete grade beam (23), and the vertical height between the horizontal flange lower plane of the L shaped keeper (19) of inverted T-shaped groove (14) and the last plane of inverted T-shaped groove base plate (20) is greater than the vertical height of the horizontal flange of inverted T-shaped connector No. 1 (12); Be provided with the pressure part (15) that the cross section cooperates with this hole in the vertical hole of level that 2 cross sections on the horizontal flange of the horizontal flange lower plane of L shaped keeper (19) and inverted T-shaped connector No. 1 (12) between the plane are rectangle; The outer facade of L shaped keeper (19) is connected with horizontal anchor bar (16), vertical dowel (17) in the concrete that is anchored in basic concrete (1) or concrete pier (24) or concrete grade beam (23); Between the lower plane of plane and pressure-bearing junction plate No. 2 (3) on the concrete of basic concrete (1) or concrete pier (24) or concrete grade beam (23), be provided with high strength dry cement mortar (11); Shown in Fig. 3,4,5,6,10.

With the interior leveling bolt hole (6) that is provided with vertical concentric with the pressure-bearing junction plate of internal diameter, the aperture surface of leveling bolt hole (6) is provided with the internal thread that cooperates with the external screw thread of leveling bolt (7) in the plane outer rim of pressure-bearing junction plate No. 1 (2) and pressure-bearing junction plate No. 2 (3); Shown in Fig. 3,4,5,7,8,9.

The difference of the infrastructure of structural form No. 2 (202) No. 2 (102) and infrastructure No. 1 (101) is: inverted T-shaped connector No. 2 (22) is identical with the Lower Half T shape edge of a wing part of inverted T-shaped connector No. 1 (12), and the horizontal section of the vertical main floor No. 1 (27) of the first half of the vertical main floor of the first half of inverted T-shaped connector No. 2 (22) No. 2 (28) and inverted T-shaped connector No. 1 (12) is identical; The longitudinal profile of vertical main floor No. 2 (28) is down that it is the polygon of common edge that trapezoidal last base is fallen in the bottom of trapezoidal or top rectangle and bottom, and this inverted T-shaped or polygonal baseplane overlap with the horizontal profile of vertical main floor No. 1 (27); Shown in Fig. 7,8,9.

On the concrete of basic concrete (1) or concrete grade beam (23) below the plane and on the extended line of the longitudinal axis of the pressure-bearing junction plate No. 2 (3) of the plane dead in line of basic concrete (1) or concrete grade beam (23), be provided with the infrastructure lifting groove (25) that horizontal vertical section is rectangle, the length of infrastructure lifting groove (25) is greater than the longitudinal length of vertical main floor No. 1 (27) or vertical main floor No. 2 (28), and the transverse width of infrastructure lifting groove (25) is greater than the horizontal flange width of inverted T-shaped connector No. 1 (12) or inverted T-shaped connector No. 2 (22); The degree of depth of infrastructure lifting groove (25) is more than or equal to the degree of depth of inverted T-shaped groove (14), for the inverted T-shaped connector of infrastructure No. 1 (101) or infrastructure No. 2 (102) No. 1 (12) or inverted T-shaped connector No. 2 (22) in infrastructure lifting groove (25) vertical descend back and infrastructure No. 1 (101) or infrastructure No. 2 (102) be located at tectonic association location concrete in, the horizontal shift that maybe will need the inverted T-shaped connector No. 1 (12) of the infrastructure that decomposes with basic concrete (1) or concrete grade beam (23) No. 1 (101) or infrastructure No. 2 (102) or inverted T-shaped connector No. 2 (22) to infrastructure lifting groove (25) interior after vertical lifting; Shown in Figure 11,12.

The vertical connection construction of the no undercarriage bea on beneficial effect tower mast-type mechanical equipment of the present 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 mast-type 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.

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

Three, eliminate the corrosion problem of the stone bolt infrastructure below the plane on the base concrete, simplified structure, saved basic cost.

Four, the basic concrete cross section of stone bolt place section is weakened, and has guaranteed the bulk strength on concrete basis, has increased basic safety.

Description of drawings is described in further detail the utility model below in conjunction with the drawings and specific embodiments.

The general layout plan of the perpendicular positioning joint construction on accompanying drawing 1---a kind of tower mast-type mechanical equipment and basis

The sectional drawing of the perpendicular positioning joint construction general layout plan on accompanying drawing 2---a kind of tower mast-type mechanical equipment and basis

The plan view of accompanying drawing 3---structural form No. 1 (201)

The transverse cross-sectional view of accompanying drawing 4---structural form No. 1 (201)

The longitudinal sectional drawing of accompanying drawing 5---structural form No. 1 (201)

The transverse cross-sectional view of accompanying drawing 6---baffle plate No. 1 (13)

The plan view of accompanying drawing 7---structural form No. 2 (202)

The transverse cross-sectional view of accompanying drawing 8---structural form No. 2 (202)

The longitudinal sectional drawing of accompanying drawing 9---structural form No. 2 (202)

The transverse cross-sectional view of accompanying drawing 10---baffle plate No. 2 (26)

Accompanying drawing 11---the plan view of infrastructure lifting groove (25)

Accompanying drawing 12---the transverse cross-sectional view of infrastructure lifting groove (25)

The structure that the structural form No. 1 201 of the perpendicular positioning joint construction on specific embodiment Fig. 1,2,3,4,5,6,7,8,9,10,11,12 described a kind of tower mast-type mechanical equipments and basis or structural form are No. 2 202 reaches the matching relationship with basic concrete 1 or concrete grade beam 23 or concrete pier 24.

The transverse width that needs for No. 23 by the length sections and the pressure-bearing junction plate of the plane longitudinal axis of basic concrete 1 in the formed edge of diverse location that has included a plurality of different perpendicular positioning joint construction of intending the same model assembling type base of supporting use or concrete grade beam 23 more than the plane on the basic concrete of basic concrete 1 or concrete grade beam 23 is provided with concrete pier 24, and the height of concrete pier 24 is more than or equal to the vertical height on the bottom land of inverted T-shaped groove 14 plane to the concrete; 23 palpuses of the basic concrete 1 of no concrete pier 24 or concrete grade beam plane on basic concrete is provided with infrastructure lifting groove 25 with the lower part; Shown in Figure 11,12.

With 10 superstructure 100 and infrastructures No. 1 101 that match with the perpendicular positioning joint construction on top tower mast-type mechanical equipment and basis of vertical connecting bolt 21 and nut or infrastructure is connected into structural form for No. 2 102 No. 1 201 or structural form No. 2 202; Shown in Fig. 3,4,5,7,8,9.

The inverted T-shaped connector No. 1 12 of structural form No. 1 201 or structural form No. 2 202 or inverted T-shaped connector No. 2 22 are pushed inverted T-shaped groove 14 along the longitudinal axis level of pressure-bearing junction plate No. 23, during to desired location, rotation leveling bolt 7, the level of regulating and control each pressure-bearing junction plate No. 12 with level gauge hydrous water leveling ruler make the last planar horizontal that is connected locating structure 5 that respectively connects support column and tower mast type machinery; By on the horizontal flange of the horizontal flange lower plane of L shaped keeper 19 and inverted T-shaped connector No. 1 12 or inverted T-shaped connector No. 2 22 between the plane vertical distance with the pressure part 15 of respective thickness along No. 23 y directions propellings of pressure-bearing junction plate, making on the horizontal flange of the horizontal flange lower plane of the upper and lower plane of pressure part 15 and L shaped keeper 19 and inverted T-shaped connector No. 1 12 or inverted T-shaped connector No. 2 22 does not have the gap between the plane; Shown in Fig. 3,4,5,7,8,9.

The body of the tower structure that tower mast-type mechanical equipment is installed then is connected with the locating structure 5 that is connected of tower mast type machinery with the support column that is connected of the present utility model; Embed in the horizontal gap between the last plane of the lower plane of pressure-bearing junction plate No. 23 and basic concrete 1 or concrete grade beam 23 or concrete pier 24 with high strength dry cement mortar 11 levels then; Shown in Fig. 4,5,8,9.

In the time of need disassembling this structure, at first remove connect support column and tower mast type machinery be connected the body of the tower structure of locating structure more than 5, prolong No. 23 longitudinal axis levels extractions of pressure-bearing junction plate pressure part 15 then; Rotation leveling bolt 7 rises the pressure-bearing junction plate for No. 23, after removing high strength dry cement mortar 11, will make inverted T-shaped connector No. 1 12 or inverted T-shaped connector withdraw from inverted T-shaped groove 14 No. 2 22 with the pressure-bearing junction plate y direction horizontal shift that superstructure 100 for one prolongs pressure-bearing junction plate No. 23 that is connected for No. 23;

The utility model is supporting when being used to not have the basic concrete 1 of concrete pier 24 or concrete grade beam 23, must be connected with infrastructure lifting groove 25 outside inverted T-shaped groove 14 along the longitudinal axis of pressure-bearing junction plate No. 23; Mounting and dismounting structural form of the present utility model No. 1 201 or structural form No. 2 202 o'clock, must at first inverted T-shaped connector No. 1 12 or inverted T-shaped connector vertically be dropped to for No. 2 22 in the infrastructure lifting groove 25, make inverted T-shaped connector No. 1 12 or inverted T-shaped connector enter for No. 2 22 in the inverted T-shaped groove 14 along No. 23 longitudinal axis levels of pressure-bearing junction plate are mobile forward or backward then; When disassembling, the superstructure 100 that will be combined into one for No. 2 22 with inverted T-shaped connector No. 1 12 or inverted T-shaped connector to infrastructure lifting groove 25 direction horizontal shifts, is treated the inverted T-shaped connector No. 1 12 or the inverted T-shaped connector all breaks away from for No. 2 22 vertically to mention behind the inverted T-shaped grooves 14 again and gets final product along longitudinal axis; Pine withdrawing nut 10 and vertical connecting bolt 21 decompose superstructure 100 and infrastructure No. 1 101 or infrastructure for No. 2 102.

Claims

1. the perpendicular positioning joint construction on a tower mast-type mechanical equipment and basis, can in setting section, be connected to a structure integral body to a cover that cooperates with basic concrete with different body of the tower structures with the vertical superstructure vertical cartel that is connected the location of basic concrete along the random positioned vertical connection of basic plane axis location infrastructure, or decomposition-reduction is superstructure and infrastructure, it is characterized in that:

Two kinds of structural forms: structural form No. 1 (201), No. 2, structural form (202) comprise upper and lower two parts that mutual vertical cartel connects: No. 1 (2) baseplane of pressure-bearing junction plate above with tower mast type machinery and the basic superstructure (100) that support column (4) vertical cartel is connected in one that is connected; Two kinds of infrastructures that are connected with superstructure (100) vertical cartel respectively: infrastructure No. 1 (101), No. 2, infrastructure (102);

The structure of structural form No. 1 (201) and identical superstructure (100) structural form No. 2 (202): pressure-bearing junction plate No. 1 (2) is horizontally placed on the concrete of the above or concrete pier (24) in plane on the concrete of basic concrete (1) more than the plane, concrete pier (24) is located at more than the above pressure-bearing junction plate in the last plane of basic concrete (1) or concrete grade beam (23) No. 2 (3), and the plane of concrete pier (24) is regular polygon or rectangle or circle; The plane of pressure-bearing junction plate No. 1 (2) is regular polygon or rectangle or circular steel plate, the plane longitudinal axis of pressure-bearing junction plate No. 1 (2) overlaps with the plane longitudinal axis of basic concrete (1) or concrete grade beam (23), and the last planar central of pressure-bearing junction plate No. 1 (2) overlaps with the lower end planar central that is connected support column (4) on basis with tower mast type machinery and connects; The vertical positive facade of vertical floor (18) is right-angled triangle or wherein one group or two groups or three groups of orthogonal polygons in adjacent both sides, a vertical stile of vertical floor (18) connects with the outer facade that is connected support column (4) on basis with tower mast type machinery, and a level of vertical floor (18) is following to be connected with the last plane of pressure-bearing junction plate No. 1 (2);

The cross section is that the plane longitudinal axis of the longitudinal axis and pressure-bearing junction plate No. 2 (3) on plane on the rectangle of vertical main floor No. 1 (27) of inverted T-shaped connector No. 1 (12) of rectangle overlaps and is connected with the lower plane of pressure-bearing junction plate No. 2 (3) for the inverted T-shaped vertical section; The longitudinal length of inverted T-shaped connector No. 1 (12) is less than the plane longitudinal axis length of pressure-bearing junction plate No. 2 (3), and the planar central at the center and pressure-bearing junction plate No. 2 (3) on plane overlaps on the rectangle of the vertical main floor No. 1 (27) of inverted T-shaped connector No. 1 (12); No. 1 (27) transverse width of vertical main floor of the first half of transverse width and inverted T-shaped connector No. 1 (12) of two baffle plates No. 1 (13) that horizontal vertical section is rectangle is identical, the vertical height of baffle plate No. 1 (13) is greater than the thickness of high strength dry cement mortar (11), the longitudinal length of baffle plate No. 1 (13) is the distance between the laterally outer facade of the vertical main floor No. 1 (27) of the horizontal edge and inverted T-shaped connector No. 1 (12) of No. 2 (3) longitudinal axis of pressure-bearing junction plate, the horizontal longitudinal axis line coincidence of the last plane longitudinal axis and pressure-bearing junction plate No. 2 (3) of baffle plate No. 1 (13) and be connected with the lower plane of pressure-bearing junction plate No. 2 (3); Or be rectangle or trapezoidal and measure-alike baffle plate No. 2 (26) substitutes No. 1, baffle plates (13) with two horizontal vertical sections of symmetry arranged side by side, the distance of the vertical outer facade of the vertical parallel of two baffle plates No. 2 (26) is identical with the width of vertical main floor No. 1 (27), the vertical height of baffle plate No. 2 (26) and baffle plate No. 1 (13) are identical, form cavity between No. 2 (26) interior facades of 2 baffle plates; The lower plane on the last plane of 2 baffle plates No. 2 (26) and pressure-bearing junction plate No. 2 (3) is connected; Be horizontally placed on cross section in the concrete of basic concrete (1) or concrete pier (24) or concrete grade beam (23) by 2 symmetries and be down that L shaped L shaped keeper (19) and 1 horizontally disposed inverted T-shaped groove base plate (20) cross section that cooperates with inverted T-shaped connector No. 1 (12) that forms that is connected is the inverted T-shaped groove (14) of inverted T-shaped, the horizontal stroke of inverted T-shaped groove base plate (20), the vertical section is rectangle, the width of inverted T-shaped groove base plate (20) is slightly larger than the T shape horizontal flange width of inverted T-shaped connector No. 1 (12), and facade is connected in the vertical edge of a wing of L shaped keeper (19) of the transverse ends face of inverted T-shaped groove base plate (20) and symmetry; The last plane of 2 L shaped keepers (19) is equal with the last plane of basic concrete (1) or concrete pier (24) or concrete grade beam (23), and the vertical height between the horizontal flange lower plane of the L shaped keeper (19) of inverted T-shaped groove (14) and the last plane of inverted T-shaped groove base plate (20) is greater than the vertical height of the horizontal flange of inverted T-shaped connector No. 1 (12); Be provided with the pressure part (15) that the cross section cooperates with this hole in the vertical hole of level that 2 cross sections on the horizontal flange of the horizontal flange lower plane of L shaped keeper (19) and inverted T-shaped connector No. 1 (12) between the plane are rectangle; The outer facade of L shaped keeper (19) is connected with horizontal anchor bar (16), vertical dowel (17) in the concrete that is anchored in basic concrete (1) or concrete pier (24) or concrete grade beam (23); Between the lower plane of plane and pressure-bearing junction plate No. 2 (3) on the concrete of basic concrete (1) or concrete pier (24) or concrete grade beam (23), be provided with high strength dry cement mortar (11);

With the interior leveling bolt hole (6) that is provided with vertical concentric with the pressure-bearing junction plate of internal diameter, the aperture surface of leveling bolt hole (6) is provided with the internal thread that cooperates with the external screw thread of leveling bolt (7) in the plane outer rim of pressure-bearing junction plate No. 1 (2) and pressure-bearing junction plate No. 2 (3);

The difference of the infrastructure of structural form No. 2 (202) No. 2 (102) and infrastructure No. 1 (101) is: inverted T-shaped connector No. 2 (22) is identical with the Lower Half T shape edge of a wing part of inverted T-shaped connector No. 1 (12), and the horizontal section of the vertical main floor No. 1 (27) of the first half of the vertical main floor of the first half of inverted T-shaped connector No. 2 (22) No. 2 (28) and inverted T-shaped connector No. 1 (12) is identical; The longitudinal profile of vertical main floor No. 2 (28) is down that it is the polygon of common edge that trapezoidal last base is fallen in the bottom of trapezoidal or top rectangle and bottom, and this inverted T-shaped or polygonal baseplane overlap with the horizontal profile of vertical main floor No. 1 (27).

2. a kind of tower mast-type mechanical equipment as claimed in claim 1 and basic perpendicular positioning joint construction is characterized in that:

On the concrete of basic concrete (1) or concrete grade beam (23) below the plane and on the extended line of the longitudinal axis of the pressure-bearing junction plate No. 2 (3) of the plane dead in line of basic concrete (1) or concrete grade beam (23), be provided with the infrastructure lifting groove (25) that horizontal vertical section is rectangle, the length of infrastructure lifting groove (25) is greater than the longitudinal length of vertical main floor No. 1 (27) or vertical main floor No. 2 (28), and the transverse width of infrastructure lifting groove (25) is greater than the horizontal flange width of inverted T-shaped connector No. 1 (12) or inverted T-shaped connector No. 2 (22); The degree of depth of infrastructure lifting groove (25) is more than or equal to the degree of depth of inverted T-shaped groove (14).