CN207862965U - The hanging foundation structure of derrick crane - Google Patents

The hanging foundation structure of derrick crane Download PDF

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Publication number
CN207862965U
CN207862965U CN201820206357.9U CN201820206357U CN207862965U CN 207862965 U CN207862965 U CN 207862965U CN 201820206357 U CN201820206357 U CN 201820206357U CN 207862965 U CN207862965 U CN 207862965U
Authority
CN
China
Prior art keywords
basis
shaped steel
girt
tower crane
vertical ties
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
CN201820206357.9U
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Chinese (zh)
Inventor
王祺东
任洪亮
胡凯
何峰
庞亚飞
王宇文
陈诗萌
陈伟
刘杰
巢小红
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.)
China Gezhouba Group No 5 Engineering Co Ltd
Original Assignee
China Gezhouba Group No 5 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 China Gezhouba Group No 5 Engineering Co Ltd filed Critical China Gezhouba Group No 5 Engineering Co Ltd
Priority to CN201820206357.9U priority Critical patent/CN207862965U/en
Application granted granted Critical
Publication of CN207862965U publication Critical patent/CN207862965U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of hanging foundation structure of derrick crane, it includes positioned at shaped steel basis top both ends horizontal shoulder pole girder connected vertically, the vertical ties being connect with shoulder pole girder both ends, the anchor plate being connect with vertical ties, the girt being connect with anchor plate, by laying shaped steel basis on bridge pier revetment, shaped steel basis is connected and fixed by shoulder pole girder, vertical ties and girt and the anchor plate being fixed on bridge pier revetment, installing component and the tower crane connecting seat of tower crane bottom are connected and fixed.The utility model needs in addition to pour tower crane when overcoming bridge construction in raw water, and dismounting basis, problem of high cost are also needed to after completion, with simple in structure, without in addition pouring the basis of carrying tower crane, without dismantling the basis for carrying tower crane, the low feature of construction cost after completion.

Description

The hanging foundation structure of derrick crane
Technical field
The utility model belongs to the hanging mounting technique field of derrick crane, is related to a kind of hanging basis knot of derrick crane Structure.
Background technology
The construction of water Bridge needs to install derrick crane transhipment material auxiliary construction, and generally use concreting is independent Tower crane foundation or directly standard section of tower crane section is poured to cushion cap, construction precision require it is high, and the later stage remove by Water level is affected, expensive.
Invention content
The technical problem to be solved by the utility model is to provide a kind of hanging foundation structure of derrick crane, structure letters It is single, using shaped steel basis is laid on bridge pier revetment, it is connected with each other by shoulder pole girder, vertical ties, anchor plate and girt Fixed, installing component and the tower crane connecting seat of tower crane bottom are connected and fixed, without in addition pouring the basis of carrying tower crane, after completion Without dismantling the basis of carrying tower crane, construction cost is low.
In order to solve the above technical problems, technical solution used by the utility model is:A kind of hanging base of derrick crane Plinth structure, it include positioned at shaped steel basis top both ends horizontal shoulder pole girder connected vertically, connect with shoulder pole girder both ends it is vertical Pull rod, the anchor plate being connect with vertical ties, the girt being connect with anchor plate;The shaped steel basis is intermediate to be equipped with Fixed tower crane connecting seat.
The shaped steel basis is I-steel or channel steel.
The shoulder pole girder is rectangle proximate matter.
The vertical ties are the screw thread body of rod, and both ends are equipped with the nut locked.
The girt is the screw thread body of rod, and both ends are equipped with the nut locked.
The anchor plate includes the fixed seat being connect with tablet, and tablet is equipped with girt connecting hole, fixed seat For U-shaped trough body structure, vertical ties connecting hole which is provided with.
A kind of hanging foundation structure of derrick crane, it includes connected vertically flat positioned at shaped steel basis top both ends horizontal Spreader beam, the vertical ties being connect with shoulder pole girder both ends, the anchor plate being connect with vertical ties, the level being connect with anchor plate Pull rod;Shaped steel basis is intermediate to be equipped with fixed tower crane connecting seat.It is simple in structure, by laying shaped steel basis on bridge pier revetment, Shaped steel basis, tower crane are connected and fixed by shoulder pole girder, vertical ties and girt and the anchor plate being fixed on bridge pier revetment The installing component of bottom is connected and fixed with tower crane connecting seat, and without in addition pouring the basis of carrying tower crane, construction cost is low.
In the preferred scheme, shaped steel basis is I-steel or channel steel.Structural strength is high, and single joist support carrying capacity is big, structure Stablize.
In the preferred scheme, shoulder pole girder is rectangle proximate matter.Structural strength is high, and the both ends of used time shoulder pole girder, which need to process, to be passed through The vertical ties connecting hole worn, easy to connect, easy to process, processing is simple.
In the preferred scheme, vertical ties are the screw thread body of rod, and both ends are equipped with the nut locked.Vertical ties pass through The vertical ties connecting hole of shoulder pole girder and fixed seat prevents shaped steel base by the nut check shaped steel basis at vertical ties both ends Plinth is slided with bridge pier revetment level.
In the preferred scheme, girt is the screw thread body of rod, and both ends are equipped with the nut locked.Girt passes through The girt connecting hole of bridge pier revetment both sides prevents shaped steel basic by the nut check shaped steel basis at girt both ends With bridge pier revetment longitudinal sliding motion.
In the preferred scheme, anchor plate includes the fixed seat being connect with tablet, and tablet is connected equipped with girt Hole, fixed seat are U-shaped trough body structure, which is provided with vertical ties connecting hole.The both sides that anchor plate is located at bridge pier revetment are mutual Corresponding, girt connecting hole runs through bridge pier revetment, is connected and fixed by girt, and the vertical ties being located in fixed seat connect Hole is connect to connect with vertical ties.
A kind of hanging foundation structure of derrick crane, it includes connected vertically flat positioned at shaped steel basis top both ends horizontal Spreader beam, the vertical ties being connect with shoulder pole girder both ends, the anchor plate being connect with vertical ties, the level being connect with anchor plate Pull rod by shoulder pole girder, vertical ties and girt and is fixed on bridge pier revetment by laying shaped steel basis on bridge pier revetment On anchor plate be connected and fixed shaped steel basis, installing component and the tower crane connecting seat of tower crane bottom are connected and fixed.This practicality is new Type needs in addition to pour tower crane when overcoming bridge construction in raw water, and dismounting basis, problem of high cost, tool are also needed to after completion Have simple in structure, without in addition pouring the basis of carrying tower crane, without dismantling the basis of carrying tower crane after completion, construction cost is low The characteristics of.
Description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and examples:
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is Fig. 1 schematic side views.
Fig. 3 is the structural schematic diagram of the utility model anchor plate.
Fig. 4 is utility model works state diagram.
Fig. 5 is the schematic side view of Fig. 4.
In figure:Shaped steel basis 1, tower crane connecting seat 11, shoulder pole girder 2, vertical ties 3, anchor plate 4, tablet 41, fixed seat 42, girt connecting hole 421, girt 5, bridge pier revetment 6.
Specific implementation mode
In Fig. 1 ~ Fig. 5, a kind of hanging foundation structure of derrick crane, it includes being located at the basic 1 both upper ends thereof water of shaped steel Flat shoulder pole girder 2 connected vertically, the vertical ties 3 being connect with 2 both ends of shoulder pole girder, the anchor plate 4 being connect with vertical ties 3, The girt 5 being connect with anchor plate 4;It is equipped with fixed tower crane connecting seat 11 among the shaped steel basis 1.Structure letter It is single, by laying shaped steel basis 1 on bridge pier revetment 6, by shoulder pole girder 2, vertical ties 3 and girt 5 and it is fixed on bridge pier Anchor plate 4 on revetment 6 is connected and fixed shaped steel basis 1, and installing component and the tower crane connecting seat 11 of tower crane bottom are connected and fixed, Without in addition pouring the basis of carrying tower crane, construction cost is low.
In preferred scheme, shaped steel basis 1 is I-steel or channel steel.Structural strength is high, and single joist support carrying capacity is big, Stable structure.
In preferred scheme, the shoulder pole girder 2 is rectangle proximate matter.Structural strength is high, and the both ends of used time shoulder pole girder 2 need Perforative vertical ties connecting hole is processed, easy to connect, easy to process, processing is simple.
In preferred scheme, the vertical ties 3 are the screw thread body of rod, and both ends are equipped with the nut locked.It is vertical to draw Bar 3 passes through the vertical ties connecting hole of shoulder pole girder 2 and fixed seat 42, passes through the nut check shaped steel basis at 3 both ends of vertical ties 1, prevent shaped steel basis 1 and the horizontal sliding of bridge pier revetment 6.
In preferred scheme, the girt 5 is the screw thread body of rod, and both ends are equipped with the nut locked.Level is drawn Bar 5 passes through the girt connecting hole 421 of 6 both sides of bridge pier revetment, by the nut check shaped steel basis 1 at 5 both ends of girt, Prevent shaped steel basis 1 and 6 longitudinal sliding motion of bridge pier revetment.
In preferred scheme, the anchor plate 4 includes the fixed seat 42 being connect with tablet 41, and tablet 41 is equipped with water Horizontal drawing lever attachment hole 421, fixed seat 42 are U-shaped trough body structure, which is provided with vertical ties connecting hole.Anchor plate 4 is located at bridge The both sides of pier revetment 6 correspond, and girt connecting hole 421 runs through bridge pier revetment 6, is connected and fixed by girt 5, position It is connect with vertical ties 3 in the vertical ties connecting hole in fixed seat 42.
The hanging foundation structure of derrick crane as described above, in use, anchor plate 4 passes through girt 5 and bridge pier Revetment 6 is connected and fixed, and vertical ties 3 pass through the vertical ties connecting hole of shoulder pole girder 2 and fixed seat 42, by 3 liang of vertical ties The nut check shaped steel basis 1 at end, girt 5 pass through the girt connecting hole 421 of 6 both sides of bridge pier revetment, pass through level The nut check shaped steel basis 1 at 5 both ends of pull rod, installing component and the tower crane connecting seat 11 of tower crane bottom are connected and fixed, without another The outer basis for pouring carrying tower crane, construction cost are low.
The above embodiments are only the optimal technical scheme of the utility model, and are not construed as the limit for the utility model System, the features in the embodiments and the embodiments of the present application in the absence of conflict, mutually can be combined arbitrarily.This practicality is new Technical characteristic in the technical solution that the protection domain of type should be recorded with claim, including the technical solution of claim record Equivalents are protection domain.Equivalent replacement i.e. within this range is improved, also the scope of protection of the utility model it It is interior.

Claims (6)

1. a kind of hanging foundation structure of derrick crane, it is characterized in that:It includes being located at shaped steel basis(1)Both upper ends thereof level is hung down The direct-connected shoulder pole girder connect(2)With shoulder pole girder(2)The vertical ties of both ends connection(3)With vertical ties(3)The anchoring steel of connection Plate(4)With anchor plate(4)The girt of connection(5);The shaped steel basis(1)Centre is equipped with fixed tower crane and connects Seat(11).
2. the hanging foundation structure of derrick crane according to claim 1, it is characterized in that:The shaped steel basis(1)For I-steel or channel steel.
3. the hanging foundation structure of derrick crane according to claim 1, it is characterized in that:The shoulder pole girder(2)For square Shape proximate matter.
4. the hanging foundation structure of derrick crane according to claim 1, it is characterized in that:The vertical ties(3)For The screw thread body of rod, both ends are equipped with the nut locked.
5. the hanging foundation structure of derrick crane according to claim 1, it is characterized in that:The girt(5)For The screw thread body of rod, both ends are equipped with the nut locked.
6. the hanging foundation structure of derrick crane according to claim 1, it is characterized in that:The anchor plate(4)Packet It includes and tablet(41)The fixed seat of connection(42), tablet(41)It is equipped with girt connecting hole(421), fixed seat(42)For U Type trough body structure which is provided with vertical ties connecting hole.
CN201820206357.9U 2018-02-06 2018-02-06 The hanging foundation structure of derrick crane Expired - Fee Related CN207862965U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820206357.9U CN207862965U (en) 2018-02-06 2018-02-06 The hanging foundation structure of derrick crane

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820206357.9U CN207862965U (en) 2018-02-06 2018-02-06 The hanging foundation structure of derrick crane

Publications (1)

Publication Number Publication Date
CN207862965U true CN207862965U (en) 2018-09-14

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ID=63457608

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820206357.9U Expired - Fee Related CN207862965U (en) 2018-02-06 2018-02-06 The hanging foundation structure of derrick crane

Country Status (1)

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CN (1) CN207862965U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113073677A (en) * 2021-03-29 2021-07-06 四川省建筑科学研究院有限公司 Tower crane suspended foundation device for reinforced concrete core barrel and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113073677A (en) * 2021-03-29 2021-07-06 四川省建筑科学研究院有限公司 Tower crane suspended foundation device for reinforced concrete core barrel and construction method thereof

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

Granted publication date: 20180914

Termination date: 20210206

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