CN201553529U - Steel pipe combined type caisson mold plate lifting frame - Google Patents

Steel pipe combined type caisson mold plate lifting frame Download PDF

Info

Publication number
CN201553529U
CN201553529U CN2009202179491U CN200920217949U CN201553529U CN 201553529 U CN201553529 U CN 201553529U CN 2009202179491 U CN2009202179491 U CN 2009202179491U CN 200920217949 U CN200920217949 U CN 200920217949U CN 201553529 U CN201553529 U CN 201553529U
Authority
CN
China
Prior art keywords
steel pipe
caisson
column
upright post
lifting frame
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 - Lifetime
Application number
CN2009202179491U
Other languages
Chinese (zh)
Inventor
刘德进
张宝昌
孔凡斌
曲俐俐
付大伟
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.)
No 2 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
Original Assignee
No 2 Engineering Co Ltd of CCCC First Harbor 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 No 2 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd filed Critical No 2 Engineering Co Ltd of CCCC First Harbor Engineering Co Ltd
Priority to CN2009202179491U priority Critical patent/CN201553529U/en
Application granted granted Critical
Publication of CN201553529U publication Critical patent/CN201553529U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model relates to a steel pipe combined type caisson mold plate lifting frame. The lifting frame is mounted on a platform of an upper layer core mold of a caisson and is connected with a matching plate of the upper layer core mold of the caisson through a tightener; the lifting frame comprises a steel pipe upright post and a steel pipe beam arranged at the top of the upright post; the bottom of the upright post is fixed on the platform; and the beam and the upright post are connected through a pipe clamp. In the utility model, the steel pipe upright post and the steel pipe beam are combined together, and a horizontal diagonal and a vertical diagonal are adopted for assistance, so that the structure is simple, the stress is reasonable, and the material is saved. The upright post and the beam are connected with the diagonals through pipe clamps and bolts, so that the disassembly and the assembly are easy, and the use and the modification are convenient. The utility model has the advantages of safe mold plate lifting, convenient use, connection of the matching plate of the mold plate, and high efficiency of supporting and dismounting.

Description

The box-like caisson formwork hoisting of steel pipe frame
Technical field
The utility model relates to the prefabricated template of using of a kind of caisson, and specifically, it is prefabricated with the tearing open of template, hanging apparatus to relate to a kind of caisson.
Background technology
Economic globalization and fast development of Chinese economy are increasing to the demand at harbour, and therefore, Modern Port construction progressively develops to specialized and normalisation, with accelerating construction progress, increase economic efficiency.The employing of caisson has just embodied these characteristics.Caisson is that huge reinforced concrete has end empty van, is mainly used in various bays buildings such as harbour, flood control embankment wall, trestle, pier stud, is characterized in that speed of application is fast, the underwater operation amount is few, good integrity, earthquake resisting performance be strong.Caisson forms some lattice storehouse with cutting off in length and breadth with square in the majority in the case, cuts off spacing and is generally 3~5m, cuts off the thick 200mm that is generally, outer thick being generally about 350mm, the thick 500mm that is generally of base plate.Reinforced concrete caisson production is main at present adopts horizontal slice prefabricated, about general upper strata layer height 3.3m, prefabricated template used bottom template and the upper former of being divided into, upper former is made up of external mold and core, in the process of processing caisson, need lift and prop up and tear open caisson upper strata core.
The utility model content
The utility model is at need lifting the core in the upper former of existing in producing prefabricated process of above-mentioned caisson and prop up the problems referred to above of tearing open, provide a kind of simple in structure, flexible to operation, can lift and prop up the box-like caisson formwork hoisting of the steel pipe of tearing open frame to caisson upper strata core simultaneously.
The technical solution of the utility model is: the box-like caisson formwork hoisting of a kind of steel pipe frame, this mast-up is installed on the platform of caisson upper strata core, and be connected by the matching board of tension device with caisson upper strata core, described mast-up comprises steel pipe post and steel pipe crossbeam, crossbeam is arranged on the top of column, the bottom of column is packed on the platform, is connected by pipe clamp between crossbeam and the column.
Preferably, described column top is provided with horizontal brace, is provided with vertical brace all around, and the two ends of horizontal brace and vertical brace are connected on the column by pipe clamp respectively.
Preferably, the bottom of described column directly is welded on the platform.
Preferably, the top of described column is provided with hanger, this hanger by pipe clamp and bolted connection on column.
Preferably, described column, crossbeam and hanger are respectively arranged with four.
The beneficial effects of the utility model are: the utility model structure employing steel pipe post and the combination of steel pipe crossbeam, and adopt horizontal brace and vertical brace auxiliary, simple in structure, stressed reasonable simultaneously, also economical with materials.Adopt pipe clamp and bolted connection between column and crossbeam and the brace, easy disassembling uses and changes a social system convenience.The utility model formwork hoisting safety, easy to use, and be connected with the template matching board, template is propped up and is torn the efficient height open.
Description of drawings
Accompanying drawing 1 is the structural representation of the utility model specific embodiment;
Accompanying drawing 2 is the utility model specific embodiment plan structure scheme drawing.
The specific embodiment
Specific embodiment of the utility model shown in Fig. 1 to 2: the box-like caisson formwork hoisting of a kind of steel pipe frame, this mast-up is installed on the platform 1 of caisson upper strata core, and is connected with the matching board 2 of caisson upper strata core by tension device 3, is supported on the platform 1.Mast-up comprises four steel pipe posts 4 and four steel pipe crossbeams 5, and crossbeam 5 is arranged on the top of column 4, and the bottom of column 4 is packed on the platform 1, is connected by pipe clamp between crossbeam 5 and the column 4.Column 4 tops are provided with horizontal brace 6, are provided with vertical brace 7 all around, and the two ends of horizontal brace 6 and vertical brace 7 are connected on the column 4 by pipe clamp respectively; The bottom of column 4 directly is welded on the platform 1.The top of column 4 is provided with hanger, this hanger by pipe clamp and bolted connection on column 4.

Claims (5)

1. the box-like caisson formwork hoisting of steel pipe frame, it is characterized in that: this mast-up is installed on the platform of caisson upper strata core, and be connected by the matching board of tension device with caisson upper strata core, described mast-up comprises steel pipe post and steel pipe crossbeam, crossbeam is arranged on the top of column, the bottom of column is packed on the platform, is connected by pipe clamp between crossbeam and the column.
2. the box-like caisson formwork hoisting of steel pipe as claimed in claim 1 frame, it is characterized in that: described column top is provided with horizontal brace, is provided with vertical brace all around, and the two ends of horizontal brace and vertical brace are connected on the column by pipe clamp respectively.
3. the box-like caisson formwork hoisting of steel pipe as claimed in claim 1 frame, it is characterized in that: the bottom of described column directly is welded on the platform.
4. the box-like caisson formwork hoisting of steel pipe as claimed in claim 1 frame, it is characterized in that: the top of described column is provided with hanger, this hanger by pipe clamp and bolted connection on column.
5. the box-like caisson formwork hoisting of steel pipe as claimed in claim 4 frame, it is characterized in that: described column, crossbeam and hanger are respectively arranged with four.
CN2009202179491U 2009-10-12 2009-10-12 Steel pipe combined type caisson mold plate lifting frame Expired - Lifetime CN201553529U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009202179491U CN201553529U (en) 2009-10-12 2009-10-12 Steel pipe combined type caisson mold plate lifting frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009202179491U CN201553529U (en) 2009-10-12 2009-10-12 Steel pipe combined type caisson mold plate lifting frame

Publications (1)

Publication Number Publication Date
CN201553529U true CN201553529U (en) 2010-08-18

Family

ID=42613202

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009202179491U Expired - Lifetime CN201553529U (en) 2009-10-12 2009-10-12 Steel pipe combined type caisson mold plate lifting frame

Country Status (1)

Country Link
CN (1) CN201553529U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695979A (en) * 2015-02-16 2015-06-10 中交一航局第一工程有限公司 Method for integrally and transversely moving high and large formwork through high and large trolley
CN113199605A (en) * 2021-05-12 2021-08-03 燕山大学 Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695979A (en) * 2015-02-16 2015-06-10 中交一航局第一工程有限公司 Method for integrally and transversely moving high and large formwork through high and large trolley
CN113199605A (en) * 2021-05-12 2021-08-03 燕山大学 Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method
CN113199605B (en) * 2021-05-12 2022-05-10 燕山大学 Adjustable prefabricated caisson core mold without vertical splayed shape and prefabricating method

Similar Documents

Publication Publication Date Title
CN103114681B (en) High-altitude long-span reinforced concrete beam treat pouring structure
CN201567532U (en) Novel supporting structure of lid beam of bridge
CN103452311A (en) Method for erecting section steel cantilever structure support frame
CN103276739A (en) Foundation pit supporting structure with oblique support and pre-stress surrounding purlin
CN201553529U (en) Steel pipe combined type caisson mold plate lifting frame
CN202755370U (en) Structure for improving rigidity and stability of foundation pit steel support
CN104818729A (en) Common foundation for transformation of large and small tower cranes
CN219175013U (en) Whole support that moves down of double-deck overhead bridge
CN203755173U (en) Formwork device used for hydraulic climbing of bridge high pier
CN203200719U (en) Hanging type slope pouring template device
CN202440833U (en) Structure for supporting construction elevator base on top plate of basement
CN105971287B (en) Counter force wall vertical prestressing construction method
CN201695694U (en) Differently-labeled concrete construction separating device in the same vertical structure of reinforced concrete wall
CN204662486U (en) Can for the mutual foundation of size tower crane conversion
CN211849552U (en) Pile cap reverse hoisting construction device
CN203361170U (en) Supporting upright column pile for building foundation pit support
CN208235587U (en) A kind of large-span deep foundation pit underground power house rack assembling construction platform
CN209397926U (en) A kind of elevator fence operation platform structure
CN202440851U (en) Structure for supporting construction elevator foundation on basement top plate
CN203626212U (en) Pier stud construction operation platform quick to disassemble and assemble
CN203113226U (en) Formwork support system with towering asymmetric concrete cantilever structure
CN205259591U (en) Grain silo synovial membrane traction platform
CN201437580U (en) Elevated box girder formwork supporting system
CN220226146U (en) Frame post reinforcement operation platform
CN205348389U (en) Influence of intelligence jacking steel platform truss is steel plate wall segmentation merogenesis structure down

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20100818