CN104480959A - General tower crane supporting base - Google Patents

General tower crane supporting base Download PDF

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Publication number
CN104480959A
CN104480959A CN201410787000.0A CN201410787000A CN104480959A CN 104480959 A CN104480959 A CN 104480959A CN 201410787000 A CN201410787000 A CN 201410787000A CN 104480959 A CN104480959 A CN 104480959A
Authority
CN
China
Prior art keywords
tailpiece
connector
crossware
small
tower crane
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
CN201410787000.0A
Other languages
Chinese (zh)
Inventor
高怀俊
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.)
Wuxi Yinuo Yongli Culture Creative Co Ltd
Original Assignee
Wuxi Yinuo Yongli Culture Creative 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 Wuxi Yinuo Yongli Culture Creative Co Ltd filed Critical Wuxi Yinuo Yongli Culture Creative Co Ltd
Priority to CN201410787000.0A priority Critical patent/CN104480959A/en
Publication of CN104480959A publication Critical patent/CN104480959A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • 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
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0004Synthetics
    • E02D2300/0018Cement used as binder
    • E02D2300/002Concrete
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • E02D2300/0029Steel; Iron
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/20Miscellaneous comprising details of connection between elements

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Jib Cranes (AREA)

Abstract

The invention provides a general tower crane supporting base. A crossware, a large tail piece, a small tail piece and a connecting piece are connected into a cross shape; the crossware is provided with four vertical faces; each vertical face is used for connecting the connecting piece; the connecting piece is connected with the small tail piece; the small tail piece is connected with the large tail piece; locating male and female pieces are pre-buried in the vertical faces of the crossware, the large tailpiece, the small tail piece and the connecting piece; the vertical faces of the crossware, the large tail piece, the small tail piece and the connecting piece are provided with multiple corresponding linear pipes. According to the general tower crane supporting base, the top of the general tower crane supporting base can support various tower cranes, so that the general tower crane supporting base is a general supporting base.

Description

Universal tower crane supporting seat
Technical field
The present invention relates to a kind of universal tower crane supporting seat, belong to technical field of civil engineering.
Background technology
Current China pillar crane can be installed and used after needing to have built immobilizing foundation at the scene.This kind of Cast-in-situs type supporting seat every platform cement consumption about 20 ~ 50m 3, steel consumption about 2 ~ 4 tons, bearing capacity of foundation soil requirement be not less than 0.2Mpa, when needing the tower machine of replacing other type, this supporting seat must be built again, causes the wasting of resources.How making a kind of universal tower crane supporting seat is the problem that the present invention will study.
Summary of the invention
The invention provides a kind of universal tower crane supporting seat, solve cannot be general problem.
For solving above technical problem, the invention provides following technical scheme: a kind of universal tower crane supporting seat, described supporting seat mainly comprises Crossware, large tailpiece, little tailpiece, connector and connecting key; Crossware is provided with one, large and small tailpiece and each four of connector; In cross after connecting between Crossware, large and small tailpiece and connector; Crossware has four facades, and each facade is for connecting described connector, and connector connects little tailpiece, and little tailpiece connects large tailpiece; Pre-buried location male and female part on the facade of Crossware, size tailpiece and connector; The facade of Crossware, large and small tailpiece and connector is provided with the rectilinear tubes of multiple correspondence; The facade of described large and small tailpiece and connector is inverted T-shaped; The flat shape of described large tailpiece is trapezoidally add rectangle, trapezoidal large end length and the appearance etc. of rectangle; Described large and small tailpiece is placed with balancing weight, and the flat shape of balancing weight is trapezoidal, is Split type structure.
Further, the middle part of described connector plane is provided with connecting key, and connecting key is provided with kingbolt locating hole, inserts pvc pipe in kingbolt locating hole.
Further, described connector plane, large and small tailpiece plane are equipped with auxiliary connecting key, this auxiliary connecting key is equipped with auxiliary bolt locating hole.
Further, described Crossware, large and small tailpiece and connector are concrete product; Connecting key and auxiliary connecting key are iron piece.
This universal tower crane supporting seat that the present invention relates to, top can support various types of tower machine, is the general shape supporting seat of one.
Accompanying drawing explanation
Fig. 1 is the present invention's universal tower crane supporting seat plane structure schematic diagram;
Fig. 2 is connector elevation;
Tailpiece elevation sized by Fig. 3;
Fig. 4 is connector elevation.
Detailed description of the invention
As shown in Figure 1, supporting seat of the present invention is by 1 piece of concrete Crossware, 1,4 pieces of concrete connectors, 8,4 pieces of little tailpiece of concrete system, 24,4 pieces of large tailpiece of concrete system, 2,4 pieces of little counterweights of concrete system, 4,4 pieces of large counterweights 5 of concrete system, and totally 21 blocks of concrete components form.Crossware 1 four facades are connected with connector ledge, and connector 8 afterbody is connected with little tailpiece 2, and little tailpiece 2 is connected with large tailpiece 3, overall formation chi structure.Utilize prestress wire to connect between every 7 components in diagonal angle, be provided with positioner between component, this positioner is location male and female part, as the location male and female part 9 in Fig. 2 and the location male and female part 11 in Fig. 3.For increasing antitorque, the resistance to capsizing of supporting seat, often covering little counterweight 4 between adjacent two little tailpiece 2, between large tailpiece 30, cover large counterweight 5.
Connector 8 is provided with kingbolt locating hole 7 near Crossware 1 one end.When tower machine base is rood beam, use the auxiliary bolt locating hole 6 fixed cross beam in connector 8, little tailpiece 2, large tailpiece 3.When supporting seat joint is for independent seat, use kingbolt locating hole 7 mounting foot bolt 7.
Independent seat supports seat is directly connected with tower machine standard knot, no longer installation foundation pipe nipple.Connection Block adopts embedded mode, as shown in Figure 4, imbeds iron connecting key 9, perforate on connecting key 9 in connector 8 cement, and the bottom of inserting pvc pipe 13, pvc pipe 13 is bolt fixing hole, for the installation of stone bolt.
Three location male and female parts that connector, size tailpiece and Crossware side elevation are pre-buried, are convenient to accurately locate when splicing is installed on basis.Be connected by prestress wire between each component in basis, basic internal is embedded with rectilinear tubes, as the rectilinear tubes 12 on large and small tailpiece facade in the rectilinear tubes 10 on inside connector in Fig. 2 and Fig. 3.Pre-buried 16 of rectilinear tubes, position, top, basis is provided with four, and bottom is provided with 12.
Top single 2 and the single 6 steel strand tension in bottom is used when QTZ40 tower machine is installed; Use top two to arrange 4 when QTZ63 tower machine is installed and arrange 8 steel strand tensions with bottom two; Use top two to arrange 4 when QTZ80 tower machine is installed and arrange 10 steel strand tensions with bottom two.Untapped rectilinear tubes is reserved substitute pipeline, the installation on impact basis when preventing individual tubes from damaging.
On connector, the size of the anchor (bolt) hole of fixed tower machine, spacing, arrangement mode make the connector of production various ways according to concrete model, only need change connector, need not change large and small tailpiece when tower machine is installed.When below QTZ63 tower machine is installed, large counterweight and large tailpiece are not installed; When QTZ63 tower machine is installed, large tailpiece, large counterweight need be installed; When QTZ80 basis is installed, 4 pieces of large counterweights must be added.
This universal tower crane supporting seat that the present invention relates to, strengthen the tightness degree connected between basic each component, improve security performance, achieve QTZ63 and use with the exchange of upper support seat and below QTZ63 supporting seat, independent seat tower machine and rood beam tower machine can share this supporting seat simultaneously, more save resource.
Detailed description of the invention of the present invention does not form the restriction to the application's scope; within every spirit in the present invention's design and principle, any amendment that one of skill in the art can make, equivalent to replace and improvement etc. all should be included within protection scope of the present invention.

Claims (4)

1. a universal tower crane supporting seat, is characterized in that, described supporting seat mainly comprises Crossware, large tailpiece, little tailpiece, connector and connecting key; Crossware is provided with one, large and small tailpiece and each four of connector; In cross after connecting between Crossware, large and small tailpiece and connector; Crossware has four facades, and each facade is for connecting described connector, and connector connects little tailpiece, and little tailpiece connects large tailpiece; Pre-buried location male and female part on the facade of Crossware, size tailpiece and connector; The facade of Crossware, large and small tailpiece and connector is provided with the rectilinear tubes of multiple correspondence; The facade of described large and small tailpiece and connector is inverted T-shaped; The flat shape of described large tailpiece is trapezoidally add rectangle, trapezoidal large end length and the appearance etc. of rectangle; Described large and small tailpiece is placed with balancing weight, and the flat shape of balancing weight is trapezoidal, is Split type structure.
2. universal tower crane supporting seat according to claim 1, is characterized in that, the middle part of described connector plane is provided with connecting key, and connecting key is provided with kingbolt locating hole, inserts pvc pipe in kingbolt locating hole.
3. universal tower crane supporting seat according to claim 1, is characterized in that, described connector plane, large and small tailpiece plane is equipped with auxiliary connecting key, this auxiliary connecting key is equipped with auxiliary bolt locating hole.
4. universal tower crane supporting seat according to claim 1, is characterized in that, described Crossware, large and small tailpiece and connector are concrete product; Connecting key and auxiliary connecting key are iron piece.
CN201410787000.0A 2014-12-18 2014-12-18 General tower crane supporting base Pending CN104480959A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410787000.0A CN104480959A (en) 2014-12-18 2014-12-18 General tower crane supporting base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410787000.0A CN104480959A (en) 2014-12-18 2014-12-18 General tower crane supporting base

Publications (1)

Publication Number Publication Date
CN104480959A true CN104480959A (en) 2015-04-01

Family

ID=52755557

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410787000.0A Pending CN104480959A (en) 2014-12-18 2014-12-18 General tower crane supporting base

Country Status (1)

Country Link
CN (1) CN104480959A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106315431A (en) * 2016-07-19 2017-01-11 中天建设集团有限公司 Tower crane dual embedded section and construction method thereof
CN107507504A (en) * 2017-09-01 2017-12-22 徐知非 A kind of new cross connecting piece
CN108385710A (en) * 2018-04-04 2018-08-10 温州伊诺韦特科技有限公司 A kind of reusable column foot and its installation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203113364U (en) * 2013-03-27 2013-08-07 冯计锁 Quake-proof assembly type prefabricated reinforced concrete tower crane foundation
US20130212963A1 (en) * 2012-02-21 2013-08-22 Fabcon, Inc. Wind Turbine Tower
CN203160265U (en) * 2012-12-19 2013-08-28 施俊平 Multipurpose type movable tower crane foundation
CN203229963U (en) * 2013-04-25 2013-10-09 王卫星 Concrete precast and assembled multipurpose tower crane foundation

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130212963A1 (en) * 2012-02-21 2013-08-22 Fabcon, Inc. Wind Turbine Tower
CN203160265U (en) * 2012-12-19 2013-08-28 施俊平 Multipurpose type movable tower crane foundation
CN203113364U (en) * 2013-03-27 2013-08-07 冯计锁 Quake-proof assembly type prefabricated reinforced concrete tower crane foundation
CN203229963U (en) * 2013-04-25 2013-10-09 王卫星 Concrete precast and assembled multipurpose tower crane foundation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106315431A (en) * 2016-07-19 2017-01-11 中天建设集团有限公司 Tower crane dual embedded section and construction method thereof
CN107507504A (en) * 2017-09-01 2017-12-22 徐知非 A kind of new cross connecting piece
CN108385710A (en) * 2018-04-04 2018-08-10 温州伊诺韦特科技有限公司 A kind of reusable column foot and its installation method
CN108385710B (en) * 2018-04-04 2020-03-13 温州伊诺韦特科技有限公司 Reusable tower foundation and installation method thereof

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RJ01 Rejection of invention patent application after publication

Application publication date: 20150401

RJ01 Rejection of invention patent application after publication