CN204038921U - Super High tower crane wall-attaching equipment - Google Patents

Super High tower crane wall-attaching equipment Download PDF

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Publication number
CN204038921U
CN204038921U CN201420530559.0U CN201420530559U CN204038921U CN 204038921 U CN204038921 U CN 204038921U CN 201420530559 U CN201420530559 U CN 201420530559U CN 204038921 U CN204038921 U CN 204038921U
Authority
CN
China
Prior art keywords
bar
wall
tower crane
attached wall
attached
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
CN201420530559.0U
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Chinese (zh)
Inventor
马立功
马力
乜来彬
张福明
王全逵
刘坤
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 Construction Second Engineering Bureau Co Ltd
Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc
Original Assignee
China Construction Second Engineering Bureau Co Ltd
Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc
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 Construction Second Engineering Bureau Co Ltd, Fourth Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltc filed Critical China Construction Second Engineering Bureau Co Ltd
Priority to CN201420530559.0U priority Critical patent/CN204038921U/en
Application granted granted Critical
Publication of CN204038921U publication Critical patent/CN204038921U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of Super High tower crane wall-attaching equipment, comprise attaching parts and be connected to the first attached wall bar, the second attached wall bar and the 3rd attached wall bar between building and tower crane by attaching parts, first attached one end of wall bar is connected with the left-front corner of tower crane, the other end is connected with the outer end of horizontal support bar, the other end of horizontal support bar and the side wall connecting of building, be connected with horizontal surface hound and vertical plane hound between the outer end of horizontal support bar and the side body of wall of building; The left-front corner of tower crane and be connected the second attached wall bar and the 3rd attached wall bar between right front angle and the front body of wall of building respectively.The feature of the utility model incorporation engineering structure and difficult point, from construction reality, successfully solve the technical matters that high-rise building 16 ~ 17m is remote, large-tonnage tower crane attached wall is constructed, its in-site installation is convenient, safety is secure, reduce risk, greatly accelerate construction speed, ensure that efficiency.The construction of tower crane attached wall can be widely used in.

Description

Super High tower crane wall-attaching equipment
Technical field
The utility model relates to a kind of tower crane wall-attaching equipment.
Background technology
During general tower crane attached wall, the vertical distance of tower crane and building is 6 ~ 7m, rod member and building level angle are between 60 ~ 75 degree, the limitation of this shortcoming of prior art just, for engineering below: when Construction of Steel Structure progress lags far behind the construction of concrete core cylinder, original original plan tower crane attachment point is on steel structure column, if install tower crane wall-attaching equipment, can substantially keep synchronous with concrete core tube construction, the climbing support of concrete core tube construction so just can be utilized as the temporary operating platform of tower crane attached wall installation personnel, reduce security risk, but because the progress of steel structure lags far behind concrete construction, sometimes concrete core cylinder climbing support leaves driving surface, this adds increased the risk of construction, and tower crane tonnage is large, hoisting moment is 450tm, the biggest lifting capacity is 25T, the vertical distance of tower crane and building is far away, be about 16 ~ 17m, suitable attached wall angle and fulcrum is not had yet, more add difficulty of construction, traditional tower crane attached wall mode can not meet this kind of construction.
Utility model content
The purpose of this utility model is to provide a kind of Super High tower crane wall-attaching equipment, solve technical matters that is far away in the vertical distance of tower crane and building, tower crane attached wall when not having a suitable attached wall point.
For achieving the above object, the utility model adopts following technical scheme:
A kind of Super High tower crane wall-attaching equipment, comprise attaching parts and be connected to the first attached wall bar, the second attached wall bar and the 3rd attached wall bar between building and tower crane by attaching parts, described first attached one end of wall bar is connected with the left-front corner of tower crane, the other end is connected with the outer end of horizontal support bar, the other end of described horizontal support bar and the side wall connecting of building, be connected with horizontal surface hound and vertical plane hound between the outer end of described horizontal support bar and the side body of wall of building; The left-front corner of described tower crane and be connected the second attached wall bar and the 3rd attached wall bar between right front angle and the front body of wall of building respectively.
Described horizontal support bar is connected with horizontal surface hound and the first attached wall bar by strut bar termination attaching parts.
Described strut bar termination attaching parts comprises two butt junctions, each butt junction comprises base plate, is vertically welded in the riser of base plate side and is vertically welded in the otic placode of base plate opposite side, described riser and otic placode are mutually vertical, riser has semicircular arc groove, riser docking anchor ear in two butt junctions is fixedly connected with in the outside of horizontal support bar, otic placode in a butt junction and horizontal surface hound pinned connection, the otic placode in another butt junction and the first attached wall bar pinned connection.
Riser in each butt junction and otic placode respectively have two pieces.
Floor is connected with between described otic placode and base plate.
Described horizontal support bar, horizontal surface hound, vertical plane hound, the first attached wall bar, the second attached wall bar and the 3rd attached wall bar are steel pipe.
The length of described first attached wall bar, the second attached wall bar and the 3rd attached wall bar is 16 ~ 17m.
The angle of described 3rd attached wall bar and building masonry wall is 75 °.
Compared with prior art the utility model has following characteristics and beneficial effect:
The utility model overcomes tower crane and building is remote, the shortcoming of non-angular attached wall difficulty, solves the technical matters of the remote attached wall of large-tonnage tower crane.
The feature of the utility model incorporation engineering structure and difficult point, from construction reality, mainly outside the building side connects horizontal support bar, horizontal surface hound and vertical plane hound, for tower crane attached wall provides a suitable attachment point and attach angle, selected material all can obtain at the construction field (site), meet the requirement of gathering materials on the spot, reduce cost, wherein horizontal support bar and horizontal surface hound angle 45 °, be also 45 ° with vertical plane hound angle, triangle rock-steady structure is all formed, reasonable stress in plane and vertical direction; Adopt pinned connection between each bar, easy accessibility, meet the fatigue property requirement of tower crane attached wall; 3rd attached wall bar and building angle 75 °, meet design requirement; The hoisting moment applying the tower crane of this device is 450tm, the biggest lifting capacity is 25T, brachium 70m, this structure successfully solves the technical matters that high-rise building 16 ~ 17m is remote, large-tonnage tower crane attached wall is constructed, tower crane lifting performance also meets the requirement of specification sheets completely, and its in-site installation is convenient, safety is secure, reduces risk, greatly accelerate construction speed, ensure that efficiency.
The utility model can be widely used in the construction of tower crane attached wall.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the connection structure schematic diagram of horizontal support bar of the present utility model and vertical plane hound.
Fig. 3 is the connection structure schematic diagram of horizontal support bar of the present utility model and strut bar termination attaching parts.
Fig. 4 is the plan structure schematic diagram of Fig. 3.
Reference numeral: 1-building, 2-tower crane, 3-first attached wall bar, 4-second attached wall bar, the attached wall bar of 5-the 3rd, 6-horizontal support bar, 7-horizontal surface hound, 8-vertical plane hound, 9-strut bar termination attaching parts, 9.1-base plate, 9.2-riser, 9.3-otic placode, 9.4-floor.
Detailed description of the invention
Embodiment is see Fig. 1, shown in Fig. 2, this Super High tower crane wall-attaching equipment, comprise attaching parts and be connected to the first attached wall bar 3 between building 1 and tower crane 2 by attaching parts, second attached wall bar 4 and the 3rd attached wall bar 5, described first attached wall bar 3, the length of the second attached wall bar 4 and the 3rd attached wall bar 5 is 16 ~ 17m, the angle of described 3rd attached wall bar and building masonry wall is 75 °, described first attached one end of wall bar 3 is connected with the left-front corner of tower crane, the other end is connected with the outer end of horizontal support bar 6, the other end of described horizontal support bar 6 and the side wall connecting of building, horizontal surface hound 7 and vertical plane hound 8 is connected with between the outer end of described horizontal support bar 6 and the side body of wall of building, the left-front corner of described tower crane 2 and be connected the second attached wall bar 4 and the 3rd attached wall bar 5 between right front angle and the front body of wall of building 1 respectively, described horizontal support bar 6, horizontal surface hound 7, vertical plane hound 8, the first attached wall bar 4 of attached wall bar 3, second and the 3rd attached wall bar 5 are steel pipe.
Shown in Fig. 3, Fig. 4, described horizontal support bar 6 is connected with horizontal surface hound 7 and the first attached wall bar 3 by strut bar termination attaching parts 9; Described strut bar termination attaching parts 9 comprises two butt junctions, each butt junction comprises base plate 9.1, is vertically welded in the riser 9.2 of base plate side and is vertically welded in the otic placode 9.3 of base plate opposite side, described riser and otic placode are mutually vertical, riser has semicircular arc groove, riser docking anchor ear in two butt junctions is fixedly connected with in the outside of horizontal support bar 6, otic placode in a butt junction and horizontal surface hound 7 pinned connection, the otic placode in another butt junction and the first attached wall bar 3 pinned connection; Riser in each butt junction and otic placode respectively have two pieces and parallel interval arrangement; Floor 9.4 is connected with between described otic placode 9.3 and base plate.
Work progress of the present utility model, concrete steps are as follows:
Step one, on the exterior wall of building 1, correct position installs built-in fitting.
Step 2, sets up easy service platform in built-in fitting position, and is in place by the termination attaching parts of horizontal support bar 6, horizontal surface hound 7 and vertical plane hound 8.
Step 3, is connected horizontal support bar 6, horizontal surface hound 7 with building 1 with vertical plane hound 8, after leveling, then is welded and fixed.
Step 4, installs attached wall bar: the first attached wall bar 4 of attached wall bar 3, second and the 3rd attached wall bar 5 are lifted by crane installation respectively, after being in place, adjustment tower crane squareness, adjust according to the ratio of 1 ‰, after attaching parts can be tightened fixing.
Step 5, jacking tower crane is to specified altitude assignment position.
In addition, wherein the hoisting moment of tower crane is 450tm, and the biggest lifting capacity is 25T, brachium 70m; The intensity of embedded part, the rigidity of rod member, free height 80m in conjunction with tower crane, the maximum 48m of twice attached wall perpendicular separation, the own safety and stability ability of lifting performance, tower crane all will meet the requirement of specification sheets.

Claims (8)

1. a Super High tower crane wall-attaching equipment, comprise attaching parts and be connected to the first attached wall bar (3) between building (1) and tower crane (2) by attaching parts, second attached wall bar (4) and the 3rd attached wall bar (5), it is characterized in that: one end of described first attached wall bar (3) is connected with the left-front corner of tower crane, the other end is connected with the outer end of horizontal support bar (6), the other end of described horizontal support bar (6) and the side wall connecting of building, horizontal surface hound (7) and vertical plane hound (8) is connected with between the outer end of described horizontal support bar (6) and the side body of wall of building, the left-front corner of described tower crane (2) and be connected the second attached wall bar (4) and the 3rd attached wall bar (5) between right front angle and the front body of wall of building (1) respectively.
2. Super High tower crane wall-attaching equipment according to claim 1, is characterized in that: described horizontal support bar (6) is connected with horizontal surface hound (7) and the first attached wall bar (3) by strut bar termination attaching parts (9).
3. Super High tower crane wall-attaching equipment according to claim 2, it is characterized in that: described strut bar termination attaching parts (9) comprises two butt junctions, each butt junction comprises base plate (9.1), be vertically welded in the riser (9.2) of base plate side and be vertically welded in the otic placode (9.3) of base plate opposite side, described riser and otic placode are mutually vertical, riser has semicircular arc groove, riser docking anchor ear in two butt junctions is fixedly connected with in the outside of horizontal support bar (6), otic placode in a butt junction and horizontal surface hound (7) pinned connection, otic placode in another butt junction and the first attached wall bar (3) pinned connection.
4. Super High tower crane wall-attaching equipment according to claim 3, is characterized in that: the riser in each butt junction and otic placode (9.3) respectively have two pieces.
5. Super High tower crane wall-attaching equipment according to claim 4, is characterized in that: be connected with floor (9.4) between described otic placode (9.3) and base plate.
6. Super High tower crane wall-attaching equipment according to claim 1, is characterized in that: described horizontal support bar (6), horizontal surface hound (7), vertical plane hound (8), the first attached wall bar (3), the second attached wall bar (4) and the 3rd attached wall bar (5) are steel pipe.
7. Super High tower crane wall-attaching equipment according to claim 1, is characterized in that: the length of described first attached wall bar (3), the second attached wall bar (4) and the 3rd attached wall bar (5) is 16 ~ 17m.
8. Super High tower crane wall-attaching equipment according to claim 1, is characterized in that: described 3rd attached wall bar (5) is 75 ° with the angle of building masonry wall.
CN201420530559.0U 2014-09-16 2014-09-16 Super High tower crane wall-attaching equipment Expired - Fee Related CN204038921U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420530559.0U CN204038921U (en) 2014-09-16 2014-09-16 Super High tower crane wall-attaching equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420530559.0U CN204038921U (en) 2014-09-16 2014-09-16 Super High tower crane wall-attaching equipment

Publications (1)

Publication Number Publication Date
CN204038921U true CN204038921U (en) 2014-12-24

Family

ID=52239613

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420530559.0U Expired - Fee Related CN204038921U (en) 2014-09-16 2014-09-16 Super High tower crane wall-attaching equipment

Country Status (1)

Country Link
CN (1) CN204038921U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106144832A (en) * 2016-08-31 2016-11-23 中建四局第六建筑工程有限公司 A kind of special extended type wall-attached frame and preparation method thereof
CN110316666A (en) * 2019-08-07 2019-10-11 上海市机械施工集团有限公司 A kind of tower crane wall-attaching equipment and tower crane wall-attaching equipment construction method
CN112938698A (en) * 2021-02-08 2021-06-11 中建四局第一建筑工程有限公司 Construction elevator wall attachment device attached to steel column and installation method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106144832A (en) * 2016-08-31 2016-11-23 中建四局第六建筑工程有限公司 A kind of special extended type wall-attached frame and preparation method thereof
CN110316666A (en) * 2019-08-07 2019-10-11 上海市机械施工集团有限公司 A kind of tower crane wall-attaching equipment and tower crane wall-attaching equipment construction method
CN112938698A (en) * 2021-02-08 2021-06-11 中建四局第一建筑工程有限公司 Construction elevator wall attachment device attached to steel column and installation method thereof

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141224

Termination date: 20150916

EXPY Termination of patent right or utility model