CN111827759A - Bailey steel truss supporting device for shallow round bin construction and construction method thereof - Google Patents

Bailey steel truss supporting device for shallow round bin construction and construction method thereof Download PDF

Info

Publication number
CN111827759A
CN111827759A CN202010640033.8A CN202010640033A CN111827759A CN 111827759 A CN111827759 A CN 111827759A CN 202010640033 A CN202010640033 A CN 202010640033A CN 111827759 A CN111827759 A CN 111827759A
Authority
CN
China
Prior art keywords
bailey
upright post
support
construction
umbrella
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010640033.8A
Other languages
Chinese (zh)
Inventor
年夫桃
金泽
朱浙汉
程胡珉
钟波
叶学平
徐梦杰
徐江利
阮高祥
周林元
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Sanjian Construction Group Co Ltd
Original Assignee
Zhejiang Sanjian Construction Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Sanjian Construction Group Co Ltd filed Critical Zhejiang Sanjian Construction Group Co Ltd
Priority to CN202010640033.8A priority Critical patent/CN111827759A/en
Publication of CN111827759A publication Critical patent/CN111827759A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H7/00Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
    • E04H7/22Containers for fluent solids, e.g. silos, bunkers; Supports therefor
    • E04H7/24Constructions, with or without perforated walls, depending on the use of specified materials
    • E04H7/26Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
    • 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
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/17Comprising essentially pre-assembled three-dimensional elements, e.g. cubic elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a bailey steel truss supporting device for construction of a squat silo and a construction method thereof, and the bailey steel truss supporting device comprises a central supporting upright post and a plurality of combined bailey frames, wherein the central supporting upright post comprises an umbrella-shaped support at the top end and a plurality of sections of upright post standard sections, the umbrella-shaped support and each upright post standard section are connected through bolts, and the umbrella-shaped support is provided with a circular mounting plate; the combined Bailey frame comprises a Bailey frame and fixed brackets, and the fixed brackets are respectively arranged at two ends of the Bailey frame; the fixed bolster includes horizon bar and sloping pole, and wherein the tip of one side horizon bar is fixed on the ring form mounting panel of umbrella type support in the bailey frame, and opposite side horizon bar tip is the installation department. According to the invention, the built Bailey frames originally used for bridge engineering are used for construction of the top of the squat silo, the Bailey frames can be assembled and spliced according to actual construction conditions, the Bailey frames and the central support upright post are combined for convenient assembly and splicing, the construction speed is high, and the Bailey frames can be disassembled, recycled and reused after use.

Description

Bailey steel truss supporting device for shallow round bin construction and construction method thereof
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a bailey steel truss supporting device for construction of a squat silo and a construction method thereof.
Background
The shallow round bin is also called short round bin, and is a cylindrical overground granary with the ratio of the height to the diameter of the bin body smaller than 1.5, and is mostly a flat-bottom bin, and the main body of the bin wall is mostly of a reinforced concrete structure. At present, slip form technology is generally adopted in the construction of the silo wall of the reinforced concrete silo, the construction period is short, a full scaffold is often erected in the construction of the silo top, the construction mode consumes more manpower and material resources, the economy is poor, the construction period is long, and the requirements of modern social economic development cannot be met.
Disclosure of Invention
The invention aims to solve the problems and provides a bailey steel truss supporting device for shallow circular silo construction and a construction method thereof, wherein the bailey steel truss supporting device is convenient and firm to mount and connect and can reduce the construction period.
Therefore, the first technical scheme of the invention is as follows: the utility model provides a bailey steel truss strutting arrangement for construction of squat silo which characterized in that: the combined Bailey truss type wind power generation device comprises a central support upright post and a plurality of combined Bailey trusses, wherein the combined Bailey trusses are uniformly arranged at the top end of the central support upright post; the central supporting upright post comprises an umbrella-shaped support at the top end and a plurality of sections of upright post standard sections, the umbrella-shaped support and each upright post standard section are connected through bolts, and the umbrella-shaped support is provided with a circular mounting plate; the combined Bailey frame comprises a Bailey frame and fixed brackets, and the fixed brackets are respectively arranged at two ends of the Bailey frame; the fixed support comprises a horizontal rod and an inclined rod, and the horizontal rod and the inclined rod and the end part of the Bailey truss form a right-angle triangular structure; the end part of one horizontal rod of the bailey truss is fixed on the circular mounting plate of the umbrella-shaped bracket, and the end part of the other horizontal rod is a mounting part.
Preferably, the umbrella-shaped support comprises a tubular first support, a plurality of mounting surfaces are uniformly arranged on the outer circumferential wall of the first support, the second support is fixed on the mounting surfaces, a section of arc-shaped mounting plate is fixed between every two adjacent second supports, and the annular mounting plates are formed by a plurality of sections of arc-shaped mounting plates.
Preferably, the stand standard node comprises a tubular body, the upper end face and the lower end face of the tubular body are provided with annular connecting faces, and reinforcing blocks are arranged between the tubular body and the annular connecting faces.
The second technical scheme of the invention is as follows: a construction method of a Bailey steel truss supporting device for shallow round silo construction comprises the following steps:
1) a central support upright post is erected on the ground, and the lower part of the central support upright post is reinforced through a guy cable;
2) a horizontal rod at one end of the combined Bailey frame is connected with an umbrella-shaped bracket of the central support upright post through a bolt, and an installation part of the horizontal rod at the other end is placed in a reserved hole of the wall of the bin; the combined Bailey frames are uniformly wound between the central support upright post and the bin wall;
3) and after the installation is finished, the flatness of the combined Bailey frames and the verticality of the central support upright post are checked.
The Bailey truss is also called as an assembled highway steel bridge and is originally named as a '321' highway steel bridge. The bailey truss is a steel frame forming a certain unit, and can be spliced and assembled into a plurality of members and equipment.
The invention is used for building the top of the squat silo, the central supporting upright post is erected at the central position of the squat silo, the multi-frame combined Bailey frames are uniformly arranged around the central supporting upright post, the horizontal rod at one end of the combined Bailey frame is fixed on the central supporting upright post, and the mounting part of the horizontal rod at the other side is anchored in the silo wall, thereby completing the integral building of the Bailey beam truss.
According to the invention, the built Bailey frames originally used for bridge engineering are used for construction of the top of the squat silo, the Bailey frames can be assembled and spliced according to actual construction conditions, the Bailey frames and the central support upright post are combined for convenient assembly and splicing, the construction speed is high, and the Bailey frames can be disassembled, recycled and reused after use.
Drawings
The following detailed description is made with reference to the accompanying drawings and embodiments of the present invention
Fig. 1 is a schematic structural view of a beret beam truss support device;
FIG. 2 is a schematic structural view of an umbrella-shaped support;
FIG. 3 is a top view of the umbrella stand;
FIG. 4 is a schematic structural view of a standard section of a column;
FIG. 5 is a schematic structural diagram of a combined Bailey frame;
fig. 6 is an operational view of the beret girder truss support device;
fig. 7 is a top view of the operation of the beret truss support apparatus.
Labeled as: the device comprises a central support upright 1, an upright standard joint 11, an annular connecting surface 12, a reinforcing block 13, a first bracket 14, a mounting surface 15, a second bracket 16 and an annular mounting plate 17;
the combined Bailey frames 2, 21, 22 and 23; a cabin wall 3 and a guy rope 4.
Detailed Description
See the drawings. The bailey steel truss supporting device comprises a central supporting upright post 1 and a plurality of combined bailey frames 2, wherein the combined bailey frames 2 are uniformly arranged around the central supporting upright post 1; the central support upright 1 comprises an umbrella-shaped support at the top end and a plurality of sections of upright standard sections 11, each upright standard section 11 comprises a tubular body, annular connecting surfaces 12 are arranged on the upper end surface and the lower end surface of each tubular body, a reinforcing block 13 is arranged between each tubular body and each annular connecting surface, and the annular connecting surfaces of the adjacent upright standard sections are attached and fixedly connected through high-strength bolts; the umbrella-shaped support comprises a tubular first support 14, four strip-shaped mounting surfaces 15 are uniformly arranged on the outer circumferential wall of the first support 14, a second support 16 is fixed on each mounting surface, a section of arc-shaped mounting plate is fixed between every two adjacent second supports 16, and the plurality of sections of arc-shaped mounting plates form an annular mounting plate 17.
The combined bailey truss 2 comprises a bailey truss 21 and a fixed bracket 22, and the bailey truss is an existing bailey truss in the market; two ends of the Bailey truss 21 are respectively provided with a fixed support 22, each fixed support comprises a horizontal rod and an inclined rod, and the horizontal rod and the inclined rod and the vertical edge of the end part of the Bailey truss form a right-angle triangular structure; the horizontal rod of the bailey truss 21 facing to the side of the central support upright 1 is fixed on the circular mounting plate 17 of the umbrella-shaped bracket, and the end part of the horizontal rod facing to the side of the bin wall is provided with a mounting part 23 for being placed in the reserved hole of the bin wall.
During construction:
1) a central support upright post 1 is erected on the ground, the verticality of the central support upright post is controlled during installation, and the lower part of the central support upright post is reinforced by four cable ropes 4;
2) a tower crane hoists the combined Bailey truss 2, a horizontal rod at one end of the combined Bailey truss 2 is connected with an umbrella-shaped bracket at the top of the central support upright post 1 through a bolt, and a horizontal rod mounting part at the other end of the combined Bailey truss is placed in a reserved hole of the bin wall 3 and approximately penetrates through the reserved hole by 100 mm; the flatness of the combined Bailey frames is controlled when the combined Bailey frames are installed, and 32 combined Bailey frames are uniformly wound between the central support upright post 1 and the bin wall 3 and are in a launching shape;
3) after the installation is finished, the flatness of the combined Bailey truss and the verticality of the central support upright post are checked, and the safety and stability of the combined Bailey truss are strictly controlled;
4) when in use, whether the bolt is loosened or not needs to be dynamically checked.

Claims (4)

1. The utility model provides a bailey steel truss strutting arrangement for construction of squat silo which characterized in that: the combined Bailey truss type wind power generation device comprises a central support upright post and a plurality of combined Bailey trusses, wherein the combined Bailey trusses are uniformly arranged at the top end of the central support upright post; the central supporting upright post comprises an umbrella-shaped support at the top end and a plurality of sections of upright post standard sections, the umbrella-shaped support and each upright post standard section are connected through bolts, and the umbrella-shaped support is provided with a circular mounting plate; the combined Bailey frame comprises a Bailey frame and fixed brackets, and the fixed brackets are respectively arranged at two ends of the Bailey frame; the fixed support comprises a horizontal rod and an inclined rod, and the horizontal rod and the inclined rod and the end part of the Bailey truss form a right-angle triangular structure; the end part of one horizontal rod of the bailey truss is fixed on the circular mounting plate of the umbrella-shaped bracket, and the end part of the other horizontal rod is a mounting part.
2. The bailey steel truss support device for construction of the squat silo according to claim 1, wherein: the umbrella-shaped support comprises a tubular first support, a plurality of mounting surfaces are uniformly arranged on the outer circumferential wall of the first support, second supports are fixed on the mounting surfaces, a section of arc-shaped mounting plate is fixed between every two adjacent second supports, and the plurality of sections of arc-shaped mounting plates form a circular ring-shaped mounting plate.
3. The bailey steel truss support device for construction of the squat silo according to claim 1, wherein: the stand standard knot includes the tubulose body, and the terminal surface is equipped with the annular and connects the face about the tubulose body, is equipped with the boss between tubulose body and the annular connection face.
4. A construction method of the bailey steel truss support device of claim 1, wherein: the method comprises the following steps:
1) a central support upright post is erected on the ground, and the lower part of the central support upright post is reinforced through a guy cable;
2) a horizontal rod at one end of the combined Bailey frame is connected with an umbrella-shaped bracket of the central support upright post through a bolt, and an installation part of the horizontal rod at the other end is placed in a reserved hole of the wall of the bin; the combined Bailey frames are uniformly wound between the central support upright post and the bin wall;
3) and after the installation is finished, the flatness of the combined Bailey frames and the verticality of the central support upright post are checked.
CN202010640033.8A 2020-07-06 2020-07-06 Bailey steel truss supporting device for shallow round bin construction and construction method thereof Pending CN111827759A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010640033.8A CN111827759A (en) 2020-07-06 2020-07-06 Bailey steel truss supporting device for shallow round bin construction and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010640033.8A CN111827759A (en) 2020-07-06 2020-07-06 Bailey steel truss supporting device for shallow round bin construction and construction method thereof

Publications (1)

Publication Number Publication Date
CN111827759A true CN111827759A (en) 2020-10-27

Family

ID=72901150

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010640033.8A Pending CN111827759A (en) 2020-07-06 2020-07-06 Bailey steel truss supporting device for shallow round bin construction and construction method thereof

Country Status (1)

Country Link
CN (1) CN111827759A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112360148A (en) * 2020-10-30 2021-02-12 中国一冶集团有限公司 Supporting structure for construction of large-diameter silo conical roof
CN112443188A (en) * 2020-11-03 2021-03-05 中国一冶集团有限公司 Large-diameter squat silo top umbrella-shaped truss support system and use method thereof
CN114370150A (en) * 2022-02-17 2022-04-19 中建安装集团有限公司 Assembled hydraulic lifting platform and use method thereof
CN114412169A (en) * 2021-12-28 2022-04-29 浙江省三建建设集团有限公司 Post-cast strip construction method
CN114991477A (en) * 2022-06-20 2022-09-02 中铁十局集团第一工程有限公司 Construction method of umbrella-shaped support system of silo conical shell structure
CN114991439A (en) * 2022-03-14 2022-09-02 中建八局新型建造工程有限公司 Ultrahigh large-span umbrella-shaped support combination system and construction method thereof

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112360148A (en) * 2020-10-30 2021-02-12 中国一冶集团有限公司 Supporting structure for construction of large-diameter silo conical roof
CN112360148B (en) * 2020-10-30 2022-05-10 中国一冶集团有限公司 Supporting structure for construction of large-diameter silo conical roof
CN112443188A (en) * 2020-11-03 2021-03-05 中国一冶集团有限公司 Large-diameter squat silo top umbrella-shaped truss support system and use method thereof
CN114412169A (en) * 2021-12-28 2022-04-29 浙江省三建建设集团有限公司 Post-cast strip construction method
CN114370150A (en) * 2022-02-17 2022-04-19 中建安装集团有限公司 Assembled hydraulic lifting platform and use method thereof
CN114370150B (en) * 2022-02-17 2022-08-30 中建安装集团有限公司 Assembled hydraulic lifting platform and use method thereof
CN114991439A (en) * 2022-03-14 2022-09-02 中建八局新型建造工程有限公司 Ultrahigh large-span umbrella-shaped support combination system and construction method thereof
CN114991477A (en) * 2022-06-20 2022-09-02 中铁十局集团第一工程有限公司 Construction method of umbrella-shaped support system of silo conical shell structure

Similar Documents

Publication Publication Date Title
CN111827759A (en) Bailey steel truss supporting device for shallow round bin construction and construction method thereof
CN109184189B (en) Construction method for conical shell silo top structure of large-diameter silo
CN114482280B (en) Hexagonal section assembled annular supporting system and installation method thereof
CN208604921U (en) A kind of dome template steel truss support system
CN206692235U (en) A kind of steel structure dome lifts by crane erecting device
CN114525877B (en) Stadium combined roof based on large cantilever inclined triangular truss and construction method
CN207268073U (en) Novel flexible formwork bearing frame
CN103993735A (en) Support system of roof inclined beam and slab cantilever structure and construction method of support system
CN109826082B (en) Construction method for installing decorative structure in multi-tower combined space of cable-stayed bridge
CN110725597A (en) Construction platform erection structure and method for ring beam at top of concrete silo
CN203867181U (en) Supporting system for roof inclined beam and slab cantilever structure
CN211949511U (en) Aerial cast-in-place structure that encorbelments greatly strides sky combination bearing steel platform
CN212336672U (en) I-steel overhanging bearing frame of basket pull rod for constructional engineering
CN205777489U (en) A kind of support system of high and big die plate
CN109989590B (en) Auxiliary fixing device for mounting roof overlong steel beam and hoisting method of steel beam
CN212359276U (en) Bailey steel truss supporting device for construction of squat silo
CN217150619U (en) Annular steel structure mounting structure
CN103790376A (en) Wall framework applied to hyperboloid building construction and wall construction method
CN215670948U (en) Steel cable truss device for dome structure construction
CN112412152B (en) Construction method of underslung derrick-free variable-section rectangular chimney support system
CN215054431U (en) Unequal-diameter ring truss high-altitude sectional installation fixing device
CN212533734U (en) Cable buckle integrated tower
CN211772932U (en) Large-span steel pipe arch rib horizontal splicing vertical rotating in-place system
CN210946829U (en) Regularization standard festival sectional shelf-unit
CN210420898U (en) Novel No. 0 block support of steel box girder

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination