CN202808218U - Improved tower crane base pressing plate - Google Patents

Improved tower crane base pressing plate Download PDF

Info

Publication number
CN202808218U
CN202808218U CN 201220368528 CN201220368528U CN202808218U CN 202808218 U CN202808218 U CN 202808218U CN 201220368528 CN201220368528 CN 201220368528 CN 201220368528 U CN201220368528 U CN 201220368528U CN 202808218 U CN202808218 U CN 202808218U
Authority
CN
China
Prior art keywords
pressing plate
tower crane
crane base
improved
base pressing
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
CN 201220368528
Other languages
Chinese (zh)
Inventor
常彦妮
李妙平
卫芷
牛艳琴
程黎爽
王朝阳
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 Shanxi Sijian Group Co Ltd
Original Assignee
China Shanxi Sijian 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 China Shanxi Sijian Group Co Ltd filed Critical China Shanxi Sijian Group Co Ltd
Priority to CN 201220368528 priority Critical patent/CN202808218U/en
Application granted granted Critical
Publication of CN202808218U publication Critical patent/CN202808218U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)

Abstract

The utility model relates to a tower crane assembly, in particular relates to an improved tower crane base pressing plate and solves the problem of insufficient connection between the pressing plate and a foundation bolt due to the unreasonable structure of the base pressing plate during the existing tower crane foundation construction. The improved tower crane base pressing plate comprises the pressing plate, wherein L-shaped connecting members are arranged on two ends of the pressing plate, connecting screw holes are formed in the lower horizontal planes of the L-shaped connecting members, and reinforcing plates are arranged on the side surfaces of the L-shaped connecting members. Compared with the prior art, the improved tower crane base pressing plate has the advantages that the original flat pressing plate is changed into a convex pressing plate, and therefore, the positions of two sides of the pressing plate are downwards, the problem of short distance is overcome, and the pressing plate can be freely regulated according to the positions of concrete so as to be easily connected with the foundation bolt.

Description

Improved type tower crane base pressing plate
Technical field
The utility model relates to a kind of tower crane assembly, is specially a kind of improved type tower crane base pressing plate.
Background technology
In many fixed type tower crane foundation constructions, owing to the reasons such as quality control on construction is not in place may cause when building base concrete absolute altitude control inaccurate, concreting is too high, perhaps the embedding anchor bolts position is excessively low, cause holding-down bolt 4 portion size of appearing inadequate, do not meet the demands, place the upper flat plate type pressing plate 2 rear not phenomenons of upper nut of twisting when occurring tower crane pedestal 1 is installed.At this moment this situation, can not lengthen in bolt shank welding lead screw as schematically shown in Figure 1, can not take to cut a hole the part cement concrete of superelevation under the base, if whole concrete foundation is exploded to fall to reform, like this increase too large cost, affected the duration, but also contaminated environment.
Summary of the invention
The utility model is connected problem not in place in order to solve unreasonable the causing of base pressure plate structure that exists in the existing tower crane construction with holding-down bolt, and a kind of improved type tower crane base pressing plate is provided.
The technical solution of the utility model is, a kind of improved type tower crane base pressing plate, and structure comprises pressing plate, is provided with L shaped attaching parts at the pressing plate two ends, is provided with connecting screw hole at the lower plane of L shaped attaching parts, also is provided with reinforced plate in L shaped attaching parts side.
Compared with prior art, the utility model changes original plate pressing plate into the convex pressing plate, and pressing plate two side positions have overcome the short problem of distance on the lower like this, can arbitrarily regulate according to concrete position, and easy and holding-down bolt couples together.
Improved pressing plate described in the utility model passes holding-down bolt, is pressed on the base, puts on nut and fixes.So both need not destroy whole concrete foundation, engineering can be carried out according to plan, does not delay the duration again, and can guarantee tower crane installation safety and stability, normal operation.
Description of drawings
Fig. 1 is the structural representation of existing apparatus
Fig. 2 is structural representation of the present utility model
Among the figure: 1-tower crane pedestal, the plate pressing plate of 2-, 3-screw, 4-holding-down bolt, 5-pressing plate, 6-reinforced plate, 7-L shape attaching parts, 8-nut.
The specific embodiment
As schematically shown in Figure 2, a kind of improved type tower crane base pressing plate, structure comprises pressing plate 5, is provided with L shaped attaching parts 7 at pressing plate 5 two ends, is provided with connecting screw hole at the lower plane of L shaped attaching parts 7, also is provided with reinforced plate 6 in L shaped attaching parts 7 sides.
Take the QTZ40 tower crane as example, As schematically shown in Figure 1,Every plate pressing plate is to be welded with the long L-bar (90 * 56 * 7) of two 360mm before transforming, and the cross section is " one " font.As schematically shown in Figure 2, improved pressing plate is to be welded with 2 150mm L-bar (90 * 56 * 7) of growing and L-bar (140 * 90 * 8) angle steel that 2 200mm grow, cross section one-tenth " " font, as shown in the figure, each makes a call to the eyelet (take the holding-down bolt of ¢ 30 as example) of a ¢ 30 on the position of foot bolt accordingly at the L shaped attaching parts in both sides; the center-to-center distance in hole is the center-to-center distance of bolt; then improved pressing plate is passed holding-down bolt, is pressed on the base, puts on nut and fixes.So both need not destroy whole concrete foundation, engineering can be carried out according to plan, does not delay the duration, and can guarantee tower crane installation safety and stability, normal operation.

Claims (1)

1. improved type tower crane base pressing plate, it is characterized in that: structure comprises pressing plate (5), be provided with L shaped attaching parts (7) at pressing plate (5) two ends, be provided with connecting screw hole at the lower plane of L shaped attaching parts (7), also be provided with reinforced plate (6) in L shaped attaching parts (7) side.
CN 201220368528 2012-07-29 2012-07-29 Improved tower crane base pressing plate Expired - Fee Related CN202808218U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220368528 CN202808218U (en) 2012-07-29 2012-07-29 Improved tower crane base pressing plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220368528 CN202808218U (en) 2012-07-29 2012-07-29 Improved tower crane base pressing plate

Publications (1)

Publication Number Publication Date
CN202808218U true CN202808218U (en) 2013-03-20

Family

ID=47867139

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220368528 Expired - Fee Related CN202808218U (en) 2012-07-29 2012-07-29 Improved tower crane base pressing plate

Country Status (1)

Country Link
CN (1) CN202808218U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106989364A (en) * 2017-05-12 2017-07-28 四川钰萌光电科技有限公司 The draw bail of street lamp post and pedestal

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106989364A (en) * 2017-05-12 2017-07-28 四川钰萌光电科技有限公司 The draw bail of street lamp post and pedestal

Similar Documents

Publication Publication Date Title
CN104533105B (en) A kind of Strengthening by Steel-Packing post pre-applied force device
CN103821262B (en) A kind of assembling steel plate shear wall
CN103883029A (en) Assembling type reinforcing steel plate shear wall
CN103821261A (en) Assembly honeycomb steel plate shear wall
CN102758494B (en) Composite steel plate shear wall with angle steel
CN202323939U (en) Round end plate of prestressed concrete pipe pile
CN103821257A (en) Prestress steel plate shear wall
CN207244899U (en) A kind of horizontal corrugated steel shear wall
CN201999655U (en) Conversion device connecting tower crane and self-jacking construction platform
CN202808218U (en) Improved tower crane base pressing plate
CN202466586U (en) Pressure-stabilizing and pile-sealing device for anchored and jacked pile
CN103696607B (en) A kind of prestressing force assembling slab column system with bracing members and construction method thereof
CN204475179U (en) Bridge construction Cast-in-situ Beam, bent cap, binder concrete attaching prestressed girder support
CN217923122U (en) A template braced system that is used for pier stud bent cap chamfer part to pour
CN208965581U (en) A kind of non-console mode tower crane platform
CN208267192U (en) Fully assembled sunken floor and connection structure thereof
CN204435927U (en) A kind of Strengthening by Steel-Packing post pre-applied force device
CN103821258B (en) The steel plate shear force wall that a kind of tensile force of belt supports
CN202324198U (en) Anti-pulling embedded fixed column base for portal-rigid frame
CN202416303U (en) End plate of prestressed concrete hollow square pile
CN201713940U (en) Steel column base structure
CN210737845U (en) Buckling-restrained steel plate shear wall with rotating plate
CN205399687U (en) Double tower building vestibule connecting device
CN209941512U (en) Supporting shear part for lower cross beam of inclined tower of cable-stayed bridge
CN204530749U (en) A kind of fixed structure of power press with fixed bed base

Legal Events

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: 20130320

Termination date: 20180729

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