CN113062804B - Gas turbine base fixing device and fixing device installation method - Google Patents

Gas turbine base fixing device and fixing device installation method Download PDF

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Publication number
CN113062804B
CN113062804B CN202110328325.2A CN202110328325A CN113062804B CN 113062804 B CN113062804 B CN 113062804B CN 202110328325 A CN202110328325 A CN 202110328325A CN 113062804 B CN113062804 B CN 113062804B
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China
Prior art keywords
channel
steel
embedded
channel steel
sleeve
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CN202110328325.2A
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CN113062804A (en
Inventor
魏佳明
邵艳红
杨雄兵
汪宽华
余沛坰
白东方
俞胤杰
鲍林军
蓝吉兵
隋永枫
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Hangzhou Steam Turbine Power Group Co Ltd
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Hangzhou Steam Turbine Co Ltd
Hangzhou Steam Turbine Power Group Co Ltd
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Application filed by Hangzhou Steam Turbine Co Ltd, Hangzhou Steam Turbine Power Group Co Ltd filed Critical Hangzhou Steam Turbine Co Ltd
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Publication of CN113062804A publication Critical patent/CN113062804A/en
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    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F02COMBUSTION ENGINES; HOT-GAS OR COMBUSTION-PRODUCT ENGINE PLANTS
    • F02CGAS-TURBINE PLANTS; AIR INTAKES FOR JET-PROPULSION PLANTS; CONTROLLING FUEL SUPPLY IN AIR-BREATHING JET-PROPULSION PLANTS
    • F02C7/00Features, components parts, details or accessories, not provided for in, or of interest apart form groups F02C1/00 - F02C6/00; Air intakes for jet-propulsion plants
    • F02C7/20Mounting or supporting of plant; Accommodating heat expansion or creep
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/18Adjusting tools; Templates

Abstract

The invention relates to a gas turbine base fixing device and a fixing device installation method, wherein the device comprises a bearing part structure, an embedded part structure and a screwing structure; the bearing part structure comprises an embedded plate and an embedded plate supporting seat; the embedded plate supporting seat is connected with the embedded plate; the embedded plate is used for fixing a base of the gas turbine; the embedded part structure comprises a sleeve, a channel steel I and a bottom bracket; the method comprises the steps that after the embedded parts are welded, the embedded parts are transported to the site, after positioning, the levelness of the channel steel is ensured to be within a tolerance range through a level gauge, primary grouting is carried out, after concrete is cured, the T-shaped foundation bolt can be placed into the channel steel, screwed to the position of the limiting baffle and screwed down by the nut. The invention uses the embedded part structure, can improve the control on the position deviation of the whole embedded part in the concrete pouring process, thereby ensuring high installation precision of the embedded part.

Description

Gas turbine base fixing device and fixing device installation method
Technical Field
The invention relates to the field of gas turbines, in particular to a gas turbine base fixing device and a gas turbine base fixing method.
Background
In the installation and construction of the gas turbine unit, the anchor bolts have the function of ensuring the levelness and positioning of the unit, and are particularly used as a reference for the levelness adjustment of a stator. Therefore, the operation of the unit is directly influenced by the construction quality of the foundation bolts. Particularly, in a large-scale gas turbine unit, the installation accuracy of the foundation bolts has greater influence on the stability of the unit operation.
The embedded part is a member pre-installed in concrete and mainly used as a connecting part or a building part of the foundation bolt in the subsequent construction process. In a construction site, because the stability of the steel bars and the temporary supports is poor, impact force generated in the concrete pouring process can impact the embedded part, so that the fixed position of the embedded part is changed violently. In addition, under the condition, the position of the embedded part is changed randomly and uncontrollably due to concrete impact, so that the mounting precision of the embedded part can not meet the design requirement frequently, the gas turbine can not be normally mounted and fixed, and the whole construction progress is influenced.
Meanwhile, the foundation bolts are strictly required to be installed, the conventional foundation bolts are often installed and placed by being assisted by a mold, a bracket or other fixtures, the deviation conditions of X, Y shafts of the mold and the heights of the foundation bolts are repeatedly checked through a theodolite and a level gauge which are placed at proper positions so as to ensure that the positions and the heights of the foundation bolts are within an allowable tolerance range (for example, the allowable deviation of the verticality of the bolts is not more than L/200 and not more than 5mm, the inclination is not more than 1.0/1000 and the like), then, the concrete can be poured for one time, and after the concrete is cured (generally, the periphery or more is needed), the shaping mold can be disassembled. Meanwhile, in order to enable the foundation to uniformly support the weight of the equipment, secondary grouting is often needed for a gap between a chassis of the combustion engine and a concrete foundation. The construction process is relatively complicated and the construction period is long.
Patent document CN106321587A discloses an adjustable anchor bolt embedded nut structure, which comprises a sleeve, an anchor bolt, an embedded plate, a concave ring, a convex ring and an embedded nut; the sleeve and the buried plate are welded into a whole and buried in concrete; the foundation bolt penetrates through the sleeve to the lower part of the embedded plate, and the concave ring, the convex ring and the embedded nut are sequentially sleeved at the lower position of the embedded plate; the outer diameter of the concave ring is larger than the inner diameter of the sleeve; a space in which the concave ring, the convex ring and the embedded nut can move is arranged below the embedded plate; the inner diameter of the sleeve is larger than the outer diameter of the foundation bolt, so that the foundation bolt has a horizontal displacement space in the sleeve. The structure can correct position degree deviation and perpendicularity deviation of the foundation bolt embedded part, and design requirements cannot be met when the foundation bolt embedded part is installed on site, so that interference or reworking with equipment is avoided, and installation progress is influenced.
The method aims to solve the problems that the embedded part cannot be accurately adjusted and the installation precision is low in the process of fixing the embedded part of the steam turbine by adopting a conventional method; patent document CN106869162B discloses a steam turbine embedded part fixing device and method. The steam turbine embedded part fixing device comprises a fixing support and an adjusting device, wherein an embedded part is connected with the adjusting device; the fixed support comprises a steel upright post and a sample plate frame, and the steel upright post is fixedly connected with the sample plate frame; the template frame comprises a cross beam and a longitudinal beam, and the cross beam and the longitudinal beam are fixedly connected with each other to form an integral frame; the adjusting device is fixedly connected with the sample plate frame and used for adjusting the relative position relation between the embedded part and the sample plate frame. According to the invention, the steam turbine embedded part fixing device is adopted to adjust and fix the position of the embedded part, so that not only can the adjustment precision be improved, but also the control on the position deviation of the whole embedded part in the concrete pouring process can be improved, and the installation precision of the embedded part is ensured.
However, the installation efficiency and the installation accuracy of the embedded parts need to be further improved. Therefore, an embedded part structure and an anchor bolt mounting method which are high in precision, simple and convenient to operate and high in reliability are needed.
Disclosure of Invention
In order to solve the technical problems, the invention provides a gas turbine base fixing device and a foundation bolt installation method.
Specifically, in one aspect, a gas turbine base fixture includes a load bearing member structure, an embedded member structure, and a tightening structure; the bearing part structure comprises an embedded plate and an embedded plate supporting seat; the pre-embedded plate supporting seat is connected with the pre-embedded plate; the embedded plate is used for fixing a base of the gas turbine;
the embedded part structure comprises a sleeve, a channel steel I and a bottom bracket; one end of the sleeve is connected with the embedded plate, the other end of the sleeve is connected with a channel steel I, and a bottom support is arranged at the bottom of the channel steel I;
the tightening structure comprises an anchor bolt and a nut, one end of the anchor bolt penetrates through the top of the sleeve and is fixed on the embedded plate through the nut, and the other end of the anchor bolt extends out of the bottom of the sleeve.
Preferably, rag bolt one end is the screw thread end, and the other end is T type structure, stretches out telescopic rag bolt bilateral symmetry and is provided with channel-section steel I, rag bolt's T type structure passes two channel-section steels I and rotatory 90 back joint between two channel-section steels I.
Preferably, the channel steel is welded with a limiting baffle, and the limiting baffle is used for restraining rotation of the foundation bolt.
Preferably, the tightening structure further comprises a gasket, the threaded end of the foundation bolt penetrates through the embedded plate and the hole of the combustion engine base, the locking gasket is installed, the foundation bolt is tightened through a nut, and the combustion engine base is fixed.
Preferably, the embedded part structure further comprises angle steel, and the angle steel is welded on the outer wall surface of the sleeve.
Preferably, 4 sleeves are installed at four corners of the embedded plate, and 1 angle steel is welded on the outer wall surface of each adjacent 2 sleeves.
Preferably, a first group of channel steel is arranged below 2 adjacent sleeves, the first group of channel steel is two channel steel I, notches of the two channel steel I are arranged in an opposite mode, and groove surfaces of the two channel steel I are arranged in an opposite mode; a second group of channel steel is arranged below the other 2 adjacent sleeves, the second group of channel steel is two channel steel I, notches of the two channel steel I are arranged in a back mode, and groove surfaces of the two channel steel I are arranged oppositely; stretch out telescopic rag bolt and pass respectively between two channel-section steels I of corresponding first group channel-section steel and second group channel-section steel, be provided with two channel-section steels II between first group channel-section steel and the second group channel-section steel, the built-in plate supporting seat is located the space that two channel-section steels II, first group channel-section steel and second group channel-section steel formed to with two II welding of channel-section steels.
Preferably, the upper end of channel-section steel I and telescopic bottom butt, the lower extreme of channel-section steel I and the top butt of bottom support.
Preferably, the inner diameter of the sleeve is larger than the diameter of the anchor bolt, so that the anchor bolt has a horizontal moving space in the sleeve.
Preferably, the inner wall and the outer wall of the sleeve are respectively in full welding with the channel steel I and are welded with the bottom support. The angle steel is welded with the outer wall surface of the sleeve at 60% -80% of the height of the sleeve. All the embedded part structures form a whole, and are welded with the peripheral steel bars to form a net structure, and finally primary grouting is carried out.
Preferably, the outer diameter of the sleeve is 200-220mm, the wall thickness is 5-7mm, and the height is 800-900 mm.
Preferably, the thickness of the channel I is 8-10mm, the height is 200-240mm, and the distance between the two channels I is 60-80 mm. A limiting baffle is welded on the channel steel I. The limit baffle on the channel steel I can restrict the rotation of the foundation bolt.
Preferably, the bottom of the threaded side of the foundation bolt is marked with a 'straight' scale mark to ensure accurate installation. The anchor bolt has the diameter of 60-80mm, the length of 600-1000mm, the length of the bottom T-shaped block of 110-150 mm, the height of 40-60 mm and the thickness of 50-70 mm. The specification of the nut is M60-M80.
Preferably, the embedded plate supporting seat is located in the middle of the embedded part. The bearing part structure and the embedded part structure are combined for use and are used for supporting and positioning the gas turbine unit.
In another aspect, the present invention provides a method for installing a gas turbine base fixture, comprising the steps of:
s1: integrally welding the embedded part and the bearing part;
s2: arranging a steel bar net structure;
s3: placing the embedded part and the bearing part structure in a gap of a reinforcing mesh, positioning, and ensuring the levelness of the channel steel through a level meter;
s4: welding the embedded part and the bearing part structure with a peripheral reinforcing mesh;
s5: pouring concrete;
s6: after the concrete is solidified, the foundation bolt extends to the bottom of the sleeve and then rotates for 90 degrees to the limiting baffle, after the embedded plate is installed, the locking gasket is installed on the foundation bolt, and the foundation bolt is screwed up through the nut.
Preferably, the step S1 of integrally welding the embedded part and the bearing part specifically includes:
s11: adopting angle steel, and welding every two adjacent 2 sleeves in the 4 sleeves on the outer arm of the sleeve;
s12: welding a limiting baffle on the channel steel I;
s13: welding 4 channel steels I with the bottom of the sleeve;
s14: the bottom of the sleeve is welded with the bottom bracket;
S15: placing the pre-embedded plate supporting seat between 4 sleeves, and welding the positioned pre-embedded plate supporting seat with 2 channel steels II
Compared with the prior art, the invention has the following beneficial effects:
(1) the bearing part structure and the embedded part structure are combined for use, the bearing part structure is suitable for a high-power gas turbine unit, and the embedded part structure can improve the control on the position deviation of the whole embedded part in the concrete pouring process, so that the high installation precision of the embedded part is ensured.
(2) The foundation bolt has small adjustment amount in the installation process and short adjustment time, thereby greatly saving the on-site assembly time and the construction cost. The tightening torque that rag bolt can bear is big, and the channel-section steel atress is even, and stability is good when can guaranteeing the unit operation and use, and rag bolt has the horizontal migration space in the sleeve, the problem of the unable accurate installation of bolt that the chassis hole position degree deviation leads to when can avoiding the on-the-spot installation.
(3) The embedded part and the foundation bolt provided by the invention are convenient to install, and the on-site assembly time of the unit is greatly saved.
(4) Compared with the prior art, such as CN106321587A, the anchor bolt disclosed by the invention can realize the fixation of the base of the combustion engine under the condition of greatly simplifying the structural form, and meanwhile, the anchor bolt has small adjustment amount and short adjustment time in the installation process, thereby greatly saving the field assembly time and saving the construction cost. Secondly, the tightening torque that rag bolt can bear is big.
(5) Compared with the prior art, for example, CN106869162B, by using the embedded part structure disclosed by the invention, after the embedded part is welded integrally, the embedded part is transported integrally to a site, and when the embedded part is installed, the embedded part is positioned well, and the levelness of the channel steel is ensured within a tolerance range through a level gauge, so that primary grouting can be carried out, and after concrete is cured, the T-shaped foundation bolt can be put in, screwed to a limit baffle and screwed with a nut. The whole welding structure of the embedded part can improve the control on the position deviation of the whole embedded part in the primary grouting process, so that the high installation precision of the embedded part is ensured.
Drawings
FIG. 1 is a schematic view of a gas turbine engine base fixture according to the present invention;
FIG. 2 is a limit stop for the anchor bolts of the present invention;
FIG. 3 is a cross-sectional view of the anchor bolt of the present invention in cooperation with an embedment;
the reference numbers are as follows:
1. pre-burying a plate; 2. a pre-buried plate supporting seat; 3. a sleeve; 4. angle steel; 51. channel steel I; 52. channel steel II; 6. a bottom bracket; 7. a nut; 8. a gasket; 9. anchor bolts; 10. and a limiting baffle.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
The invention provides a gas turbine base fixing device and a foundation bolt installation method. Meanwhile, the special foundation bolt structure enables installation to be convenient and fast and adjustment to be flexible, shortens the period of installation and adjustment of the unit, and is also beneficial to later maintenance and change.
Referring to fig. 1-3, in one aspect, the present invention provides a gas turbine base fixing device, which includes a bearing member structure, an embedded member structure, and a tightening structure.
The bearing part structure comprises an embedded plate 1 and an embedded plate supporting seat 2; the pre-embedded plate supporting seat 2 is connected with the pre-embedded plate 1; the pre-buried plate supporting seat 2 is used for supporting the pre-buried plate 1 placed above the pre-buried plate supporting seat, and the gas turbine base is placed on the pre-buried plate 1 to bear the weight of the unit.
The embedded part structure comprises 4 sleeves 3, channel steel I51, channel steel II 52, angle steel 4 and a bottom bracket 6; the embedded part structure is used for fixing a base of the gas turbine to ensure the positioning and running stability of the unit; the angle steel 4 of the embedded part is respectively welded with the outer wall surfaces of the 4 sleeves 3; the bottom of the sleeve 3 is fully welded with the channel steel I51 and is integrally welded with the bottom support 6.
The tightening structure comprises an anchor bolt 9, a nut 7 and a gasket 8; one end of the foundation bolt penetrates through the top of the sleeve and is fixed on the embedded plate through a nut, and the other end of the foundation bolt extends out of the bottom of the sleeve. One side of the foundation bolt 9 is a threaded section, and the other side of the foundation bolt is of a T-shaped structure. Channel steel I are symmetrically arranged on two sides of the foundation bolt extending out of the sleeve, and a T-shaped structure of the foundation bolt penetrates through the two channel steel I and is clamped between the two channel steel I after rotating for 90 degrees; the T-shaped end extends to the bottom of the sleeve and then rotates by 90 degrees, the threaded end penetrates through a base hole of the combustion engine, a locking gasket 8 is installed, and an anchor bolt 9 is screwed through a nut 7, so that the base of the combustion engine is fixed.
The inner diameter of the sleeve is larger than the outer diameter of the foundation bolt, so that the foundation bolt is provided with a horizontal moving space in the sleeve. The bearing part structure and the embedded part structure are combined for use, and the bearing part structure is suitable for a high-power gas turbine unit. The integral welding structure of the embedded part can improve the control on the position deviation of the whole embedded part in the primary grouting process, thereby ensuring high installation precision of the embedded part; meanwhile, the foundation bolt is small in adjustment amount in the installation process, short in adjustment time, and capable of greatly saving on-site assembly time and construction cost. Secondly, the tightening torque that rag bolt can bear is big, and the channel-section steel atress is even, and stability is good when can guaranteeing the unit operation use. The structure is also suitable for other large-scale heavy power devices.
The embedded plate provided by the invention is positioned in the middle of the embedded part. The bearing part structure and the embedded part structure are combined for use and are used for supporting and positioning the gas turbine unit.
Specifically, the outer wall of the sleeve is fully welded with the channel steel I, and the inner wall of the sleeve is fully welded with the channel steel II and is welded with the bottom support. The angle steel is welded with the outer wall surface of the sleeve at 60% -80% of the height of the sleeve. All the embedded part structures form a whole, and are welded with the peripheral steel bars to form a net structure, and finally primary grouting is carried out. The outer diameter of the sleeve is 200-220mm, the wall thickness is 5-7mm, and the height is 800-900 mm. The thickness of the channel I is 8-10mm, the height of the channel I is 240mm, and the distance between the two channels I is 60mm-80 mm. The U-steel I is welded with a limiting baffle, and the limiting baffle is used for restraining the foundation bolt to rotate. The sleeve and the groove cylinder welding position need to be welded integrally and leakage detection is carried out, and the grouting material is prevented from leaking to the inner area when grouting is carried out once.
More specifically, the four corners of the rectangular embedded plate provided by the invention are respectively provided with 1 sleeve 3, 4 sleeves 3 in total, and the outer wall surfaces of 2 adjacent sleeves 3 are welded with 1 angle steel 4. A first group of channel steel is arranged below 2 adjacent sleeves, the first group of channel steel is two channel steel I51, notches of the two channel steel I are arranged in a reverse manner, and groove surfaces of the two channel steel I are arranged oppositely; a second group of channel steel is arranged below the other 2 adjacent sleeves, the second group of channel steel is two channel steel I, notches of the two channel steel I are arranged in a back mode, and groove surfaces of the two channel steel I are arranged oppositely; stretch out between two channel-section steels I of telescopic rag bolt pass corresponding first group channel-section steel and second group channel-section steel respectively, be provided with two channel-section steels II 52 between first group channel-section steel and the second group channel-section steel, built-in plate supporting seat 2 is located the space that two channel-section steels II 52, first group channel-section steel and second group channel-section steel formed to weld built-in plate supporting seat 2 and two channel-section steels II 52. The upper end and the telescopic bottom butt of channel-section steel I, the lower extreme of channel-section steel I51 and the top butt of bottom support 6.
One side of the foundation bolt 9 is a threaded section, and the other side of the foundation bolt is of a T-shaped structure. The T-shaped end penetrates the bottom of the sleeve and then rotates by 90 degrees, the threaded end penetrates a base hole of the combustion engine, and an anchor bolt 9 is screwed through a nut 7. The bottom of the threaded side of the foundation bolt is marked with a straight scale line, so that the installation accuracy is ensured. The anchor bolt has the diameter of 60-80mm, the length of 600-1000mm, the length of the bottom T-shaped block of 110-150 mm, the height of 40-60 mm and the thickness of 50-70 mm. The specification of the nut is M60-M80.
The anchor nut is tightened by a special tool, and the limit stop 10 on the channel i restrains the anchor bolt from rotating when a tightening torque is applied to a prescribed value. The foundation bolts can bear the tightening torque of 3000-4000N. Foundation bolt passes through T type structure and channel-section steel I through forming good plane contact to it is even to guarantee foundation bolt and the I atress of channel-section steel, and unloads the load in the concrete through peripheral reinforcing bar net. The diameter of the foundation bolt is smaller than the inner diameter of the sleeve, so that the foundation bolt is provided with a horizontal moving space in the sleeve.
In another aspect, the present invention provides a method for installing a gas turbine base fixture, comprising the steps of:
s1: the embedded part and the bearing part are integrally welded and then sent to the site;
s2: arranging a steel bar net structure according to the site requirement;
s3: placing the embedded part and the bearing part structure in a gap of a steel bar, positioning according to the field condition, and ensuring the levelness of the channel steel through a level gauge;
s4: welding the embedded part and the bearing part structure with a peripheral reinforcing mesh;
s5: pouring concrete;
s6: after the concrete is solidified, the foundation bolt extends to the bottom of the sleeve and then rotates for 90 degrees to the limiting baffle, after the embedded plate is installed, the locking gasket is installed on the foundation bolt, and the foundation bolt is screwed up through the nut.
Specifically, the step S1 of integrally welding the embedded part and the bearing part specifically includes:
s11: adopting angle steel, and welding every two adjacent 2 sleeves in the 4 sleeves on the outer arm of the sleeve;
s12: welding a limiting baffle on the channel steel I;
s13: welding 4 channel steels I with the bottom of the sleeve;
s14: the bottom of the sleeve is welded with the bottom bracket;
s15: and placing the embedded plate supporting seat between 4 sleeves, and welding the positioned embedded plate supporting seat with 2 channel steels II.
The whole back of having welded of built-in fitting, whole shipment to the scene, only need during the installation with its location after, ensure the levelness of channel-section steel within the tolerance range through the spirit level, alright carry out grout once, treat the concrete solidification back, alright put into T type rag bolt, revolve to limit baffle department and screw up the nut.
Those of ordinary skill in the art will understand that: the invention is not to be considered as limited to the specific embodiments thereof, but is to be understood as being modified in all respects, all changes and equivalents that come within the spirit and scope of the invention.

Claims (5)

1. A gas turbine base fixing device is characterized by comprising a bearing part structure, an embedded part structure and a screwing structure; the bearing part structure comprises an embedded plate and an embedded plate supporting seat; the embedded plate supporting seat is connected with the embedded plate;
The embedded part structure comprises a sleeve, channel steel I and a bottom bracket; one end of the sleeve is connected with the embedded plate, the other end of the sleeve is connected with a channel steel I, and a bottom support is arranged at the bottom of the channel steel I;
the tightening structure comprises a foundation bolt and a nut, one end of the foundation bolt penetrates through the top of the sleeve and is fixed on the embedded plate through the nut, and the other end of the foundation bolt extends out of the bottom of the sleeve;
one end of each foundation bolt is a threaded end, the other end of each foundation bolt is a T-shaped structure, two sides of each foundation bolt extending out of the sleeve are symmetrically provided with channel steel I, and the T-shaped structures of the foundation bolts penetrate through the two channel steel I and are clamped between the two channel steel I after rotating 90 degrees;
a limiting baffle is welded on the channel steel I and used for limiting the foundation bolt to rotate;
the four corners of the embedded plate are provided with 4 sleeves, and the outer wall surfaces of every two adjacent sleeves are welded with 1 angle steel;
a first group of channel steel is arranged below the 2 adjacent sleeves, the first group of channel steel is two channel steel I, notches of the two channel steel I are arranged in a reverse manner, and groove surfaces of the two channel steel I are arranged oppositely; a second group of channel steel is arranged below the other 2 adjacent sleeves, the second group of channel steel is two channel steel I, notches of the two channel steel I are arranged in a back mode, and groove surfaces of the two channel steel I are arranged oppositely; stretch out between two channel-section steels I of telescopic foundation bolt pass first group channel-section steel and the second group channel-section steel that corresponds respectively, be provided with two channel-section steels II between first group channel-section steel and the second group channel-section steel, the built-in plate supporting seat is located the space that two channel-section steels II, first group channel-section steel and second group channel-section steel formed to with two II welding of channel-section steel.
2. The gas turbine engine base fixing device according to claim 1, wherein the tightening structure further comprises a lock washer, and the threaded end of the anchor bolt penetrates through the embedded plate and the engine base hole, the lock washer is installed, and the anchor bolt is tightened through a nut to fix the engine base.
3. The gas turbine engine mount fixture of claim 1, wherein the embedment structure further includes angle steel welded to the sleeve outer wall surface.
4. The gas turbine engine base fixing device according to claim 1, wherein an upper end of the channel steel I abuts against a bottom end of the sleeve, and a lower end of the channel steel I abuts against a top end of the bottom bracket.
5. A gas turbine base fixture mounting method for mounting the gas turbine base fixture according to any one of claims 1 to 4, comprising the steps of:
s1: integrally welding the embedded part structure and the bearing part structure;
s2: arranging a steel bar net structure;
s3: placing the embedded part structure and the bearing part structure in a gap of a reinforcing mesh, positioning, and ensuring the levelness of the channel steel I through a level meter;
s4: welding the embedded part structure and the bearing part structure with a peripheral reinforcing mesh;
S5: pouring concrete;
s6: after the concrete is cured, extending the foundation bolt to the bottom of the sleeve, rotating the foundation bolt by 90 degrees to a limiting baffle, installing the pre-embedded plate, installing a locking gasket on the foundation bolt, and screwing the foundation bolt through a nut;
the step S1 of integrally welding the embedded part structure and the bearing part structure specifically comprises the following steps:
s11: adopting angle steel to weld 2 adjacent sleeves in 4 sleeves in pairs on the outer wall of the sleeve;
s12: welding a limiting baffle on the channel steel I;
s13: welding 4 channel steels I with the bottom of the sleeve;
s14: welding the lower end of the channel steel I with a bottom bracket;
s15: and placing the embedded plate supporting seat between 4 sleeves, and welding the positioned embedded plate supporting seat with 2 channel steels II.
CN202110328325.2A 2021-03-26 2021-03-26 Gas turbine base fixing device and fixing device installation method Active CN113062804B (en)

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CN101338566A (en) * 2008-08-29 2009-01-07 河北省第四建筑工程公司 Integral built-in process for groups of anchor bolts
CN102080417A (en) * 2010-12-15 2011-06-01 中国二十二冶集团有限公司 Construction method for split burying of large T-shaped sleeve bolt
CN204040056U (en) * 2014-06-26 2014-12-24 中国建筑第八工程局有限公司 A kind of location and installation support of pre-embedded anchoring bolts
CN107503369A (en) * 2017-08-30 2017-12-22 云南工程建设总承包公司 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method
CN208167780U (en) * 2017-12-06 2018-11-30 深圳市润昌游乐文化集团有限公司 A kind of foundation bolt mounting device
CN212375900U (en) * 2020-05-19 2021-01-19 宁夏第一建筑有限公司 Large-scale equipment mounting base location steel sheet bearing structure
CN212508453U (en) * 2020-06-03 2021-02-09 河南欣源电力科技有限公司 Power plant turbo generator base

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CN101338566A (en) * 2008-08-29 2009-01-07 河北省第四建筑工程公司 Integral built-in process for groups of anchor bolts
CN102080417A (en) * 2010-12-15 2011-06-01 中国二十二冶集团有限公司 Construction method for split burying of large T-shaped sleeve bolt
CN204040056U (en) * 2014-06-26 2014-12-24 中国建筑第八工程局有限公司 A kind of location and installation support of pre-embedded anchoring bolts
CN107503369A (en) * 2017-08-30 2017-12-22 云南工程建设总承包公司 A kind of high precision apparatus foundation built-in bolt sleeve and its installation method
CN208167780U (en) * 2017-12-06 2018-11-30 深圳市润昌游乐文化集团有限公司 A kind of foundation bolt mounting device
CN212375900U (en) * 2020-05-19 2021-01-19 宁夏第一建筑有限公司 Large-scale equipment mounting base location steel sheet bearing structure
CN212508453U (en) * 2020-06-03 2021-02-09 河南欣源电力科技有限公司 Power plant turbo generator base

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Address after: No. 1188, Dongxin Road, Hangzhou, Zhejiang, 310022

Patentee after: Hangzhou Steam Turbine Holding Co.,Ltd.

Patentee after: Hangzhou Turbine Power Group Co.,Ltd.

Address before: No. 1188, Dongxin Road, Hangzhou, Zhejiang, 310022

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