CN208618438U - A kind of tower-crane foundation structure - Google Patents

A kind of tower-crane foundation structure Download PDF

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Publication number
CN208618438U
CN208618438U CN201821153090.8U CN201821153090U CN208618438U CN 208618438 U CN208618438 U CN 208618438U CN 201821153090 U CN201821153090 U CN 201821153090U CN 208618438 U CN208618438 U CN 208618438U
Authority
CN
China
Prior art keywords
circle
rod piece
hole
telescopic cylinder
perforation
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.)
Expired - Fee Related
Application number
CN201821153090.8U
Other languages
Chinese (zh)
Inventor
陈廷木
朱杰
陈雷
郑建新
台陈友
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.)
Hubei Jinhu Construction Engineering Co Ltd
Original Assignee
Hubei Jinhu Construction Engineering 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 Hubei Jinhu Construction Engineering Co Ltd filed Critical Hubei Jinhu Construction Engineering Co Ltd
Priority to CN201821153090.8U priority Critical patent/CN208618438U/en
Application granted granted Critical
Publication of CN208618438U publication Critical patent/CN208618438U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a kind of tower-crane foundation structure, including round prefabricated component, telescopic cylinder, annular slab and rod piece, the circle prefabricated component, which is equipped with a circle, can place the groove of the telescopic cylinder, the circle prefabricated component is equipped with the perforation of multiple connection grooves, the telescopic rod of the corresponding telescopic cylinder of perforation, wherein one end is located in the perforation rod piece, the rod piece other end corresponds to the annular slab inner wall, four annular slabs can piece together a circle, the annular slab is adjacent to foundation pit side-wall, the annular board ends are equipped with card slot, fastener both ends are equipped with the boss that can be caught in the card slot.The utility model squeezes foundation pit side-wall using the telescopic cylinder to increase foundation pit walls to the pressure on basis, increases the stability of tower crane.

Description

A kind of tower-crane foundation structure
Technical field
The utility model relates to building fields, and in particular to a kind of tower-crane foundation structure.
Background technique
In the construction stage, often transport material requires to build tower crane for convenience, but if tower crane not Accomplish fluently, after long, tower crane often all can run-off the straight, so that safety accident occur, shorter tower crane, Due to basis do not need beat it is very deep, so sometimes basis is made just more careless.
Utility model content
Problem to be solved in the utility model is to provide a kind of tower crane for the above-mentioned deficiency in the presence of the prior art The stability of foundation structure increase tower crane.
To achieve the above object, the utility model uses the following technical solution: a kind of tower-crane foundation structure, including circle Shape prefabricated component, telescopic cylinder, annular slab and rod piece, the circle prefabricated component, which is equipped with a circle, can place the recessed of the telescopic cylinder Slot, the circle prefabricated component are equipped with the perforation of multiple connection grooves, and the perforation corresponds to the flexible of the telescopic cylinder Bar, wherein one end is located in the perforation rod piece, and the rod piece other end corresponds to the annular slab inner wall, described in four Annular slab can piece together a circle, and the annular slab is adjacent to foundation pit side-wall, and the annular board ends are equipped with card slot, fastener two End is equipped with the boss that can be caught in the card slot.
Further, the annular slab inner wall is equipped with arc groove, and the arc groove corresponds to the rod piece.
Further, the arc groove longitudinal arrangement is three, has first on three rod pieces of longitudinal arrangement Through-hole, the second through-hole and third through-hole, the first through hole, second are led to when three rod pieces of longitudinal arrangement are in step arrangement Hole and third through-hole successively correspond to up and down and can be inserted into vertical bar.
Compared with the prior art, it the utility model has the following beneficial effects: the utility model is before laying foundation, first excavates Circular Pit simultaneously forms Circular Pit side wall, and then the round prefabricated component is placed in foundation pit, then true according to foundation pit size The arc length of the fixed annular slab makes radius of the foundation pit radius equal to arc panel, will be described in four pieces after the annular slab is successful Arc panel is placed in foundation pit and circle of encircling a city, and the telescopic cylinder is then put in the groove keeps the telescopic rod corresponding The perforation, while wherein one end of the rod piece is protruded into the perforation, starting multiple telescopic cylinder work makes institute It states telescopic rod and protrudes into the perforation and then the rod piece is pushed to be pushed to the arc panel and squeeze foundation pit side-wall until can not Subject to squeezing again, four arc panels squeezed after the completion of finally on the same circle, can not pass through in the same circle Excavating the mode banketed makes four arc panels uniquely on same circle, after all arc panels are pushed against, according to adjacent The distance between two described arc panels customize the length of the fastener, are then caught in the card slot by the boss thus will Four arc panel clampings, then take out thus the telescopic cylinder, in Xiang Suoshu groove and the round prefabricated component The casting concrete between the arc panel squeezes foundation pit side-wall using the telescopic cylinder to increase foundation pit walls to basis Pressure increases the stability of tower crane.
The further advantage, target and feature of the utility model will be partially reflected by the following instructions, and part will also pass through Research and practice to the utility model and be understood by the person skilled in the art.
Detailed description of the invention
Fig. 1 is a kind of tower-crane foundation structure cross-section diagram of the utility model.
Fig. 2 is a kind of tower-crane foundation structure top view of the utility model.
Fig. 3 is the utility model fastener structural schematic diagram.
Specific embodiment
In order to make technological means of the utility model, creation characteristic, reach purpose and effect is more clear and is easy to Understand, the utility model be further elaborated with reference to the accompanying drawings and detailed description:
The utility model proposes a kind of tower-crane foundation structures, including round prefabricated component 1, telescopic cylinder 2,3 and of annular slab Rod piece 4, the annular slab 3 are 4 blocks of steel plates, and mutual split forms circle, the circle prefabricated component 1 to every piece of arc panel 3 two-by-two For reinforced concrete precast member, tower crane build 1 top of round prefabricated component, each corresponding 6 flexible gas of the arc panel 3 in Four, cylinder 2 and 6 rod pieces 4, every 32 longitudinal arrangements of telescopic cylinder, the telescopic cylinder 2 of 3 of longitudinal arrangement it Between by timber wedge increase height, the rod piece 4 be solid iron staff, it is described circle prefabricated component 1 be equipped with one circle can place it is described stretch The groove 5 of cylinder 2, the circle prefabricated component 1 are equipped with the perforation 7 of multiple connection grooves 5, the internal diameter etc. of the perforation 7 In the outer diameter of the rod piece 4, the telescopic rod 8 of the corresponding telescopic cylinder 2 of the perforation 7, wherein one end is located at institute to the rod piece 4 It states in perforation 7,4 other end of rod piece corresponds to 3 inner wall of annular slab, and four annular slabs 3 can piece together a circle Shape, the annular slab 3 are adjacent to foundation pit side-wall 6, and 3 both ends of annular slab are equipped with card slot 10, and 9 both ends of fastener are equipped with and can be caught in The rod piece 4 is first placed in the perforation 7, then puts the arc panel 3, the flexible gas again by the boss of the card slot 10 Cylinder 2 make the telescopic rod 8 push the rod piece 4 that the annular slab 3 is pushed against on foundation pit side-wall 6 after by the institute of the fastener 9 It states boss and is caught in the card slot 10, then take out 2 casting concrete of telescopic cylinder in the groove 5 and the round prefabricated component 1 Between the foundation pit side-wall 6.
As specific embodiment, the rod piece 4 pushes the arc panel 3 for convenience, and 3 inner wall of annular slab is equipped with arc Shape slot 15, the corresponding rod piece 4 of the arc groove 15, the end of the rod piece 4 protrudes into the arc groove 15 and squeezes the arc Plate 3.
As specific embodiment, 15 longitudinal arrangement of arc groove is three, is divided on the rod piece 4 of three of longitudinal arrangement It is not provided with first through hole 12, the second through-hole 13 and third through-hole 14, the rod piece 4 of three of longitudinal arrangement is in step arrangement when institute It states first through hole 12, the second through-hole 13 and third through-hole 14 successively to correspond to up and down and vertical bar 11 can be inserted into, when four arcs Plate 3 is squeezed tightly 9 clamping of fastener and taken out the telescopic cylinder 2 after, successively by three of the longitudinal arrangement rod pieces 4 Position is adjusted, 4 end of rod piece of the top is made to be adjacent to the innermost inner wall of the groove 5, then the rod piece of bottom is not Dynamic, the position of the intermediate rod piece 4 of adjustment keeps the first through hole 12, the second through-hole 13 and third through-hole 14 corresponding, then will The vertical bar 11 is inserted into the first through hole 12, the second through-hole 13 and third through-hole 14, last casting concrete, longitudinal in this way The rod piece 4 just prevents its inclination in the stepped round prefabricated component 1 that is adjacent to increase the top stress on entire basis.
Finally, it is stated that above embodiments are merely intended for describing the technical solutions of the present application, but not for limiting the present application, although ginseng The utility model is described in detail according to preferred embodiment, those skilled in the art should understand that, it can be to this The technical solution of utility model is modified or replaced equivalently, without departing from the objective and model of technical solutions of the utility model It encloses, should all cover in the scope of the claims of the utility model.

Claims (3)

1. a kind of tower-crane foundation structure, it is characterised in that: including round prefabricated component (1), telescopic cylinder (2), annular slab (3) and bar Part (4), the circle prefabricated component (1), which is equipped with a circle, can place the groove (5) of the telescopic cylinder (2), the circle prefabricated component (1) perforation (7) of multiple connection grooves (5), the telescopic rod of the corresponding telescopic cylinder (2) of perforation (7) are equipped with (8), wherein one end is located in the perforation (7) rod piece (4), and rod piece (4) other end corresponds to the annular slab (3) Inner wall, four annular slabs (3) can piece together a circle, and the annular slab (3) is adjacent to foundation pit side-wall (6), the annular Plate (3) both ends are equipped with card slot (10), and fastener (9) both ends are equipped with the boss that can be caught in the card slot (10).
2. a kind of tower-crane foundation structure according to claim 1, it is characterised in that: annular slab (3) inner wall is equipped with arc Slot (15), the corresponding rod piece (4) of the arc groove (15).
3. a kind of tower-crane foundation structure according to claim 2, it is characterised in that: arc groove (15) longitudinal arrangement is three It is a, first through hole (12), the second through-hole (13) and third through-hole are had on the rod piece (4) of three of longitudinal arrangement (14), the first through hole (12), the second through-hole (13) and third when three of the longitudinal arrangement rod pieces (4) are in step arrangement Through-hole (14) is successively corresponding up and down and can be inserted into vertical bar (11).
CN201821153090.8U 2018-07-19 2018-07-19 A kind of tower-crane foundation structure Expired - Fee Related CN208618438U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821153090.8U CN208618438U (en) 2018-07-19 2018-07-19 A kind of tower-crane foundation structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821153090.8U CN208618438U (en) 2018-07-19 2018-07-19 A kind of tower-crane foundation structure

Publications (1)

Publication Number Publication Date
CN208618438U true CN208618438U (en) 2019-03-19

Family

ID=65706513

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821153090.8U Expired - Fee Related CN208618438U (en) 2018-07-19 2018-07-19 A kind of tower-crane foundation structure

Country Status (1)

Country Link
CN (1) CN208618438U (en)

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190319

Termination date: 20200719