CN201239864Y - Connecting piece for closing steel structure - Google Patents

Connecting piece for closing steel structure Download PDF

Info

Publication number
CN201239864Y
CN201239864Y CNU200820301604XU CN200820301604U CN201239864Y CN 201239864 Y CN201239864 Y CN 201239864Y CN U200820301604X U CNU200820301604X U CN U200820301604XU CN 200820301604 U CN200820301604 U CN 200820301604U CN 201239864 Y CN201239864 Y CN 201239864Y
Authority
CN
China
Prior art keywords
closure
gap
welding
clamp
steel structure
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
CNU200820301604XU
Other languages
Chinese (zh)
Inventor
李久林
邱德隆
高树栋
唐杰
王大勇
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.)
Beijing Urban Construction Group Co Ltd
Original Assignee
Beijing Urban Construction 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 Beijing Urban Construction Group Co Ltd filed Critical Beijing Urban Construction Group Co Ltd
Priority to CNU200820301604XU priority Critical patent/CN201239864Y/en
Application granted granted Critical
Publication of CN201239864Y publication Critical patent/CN201239864Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a steel structure closure clip which comprises a strap clamp connected between an installed truss and a closure section truss. A circular arc gap is formed in the middle of the bottom edge of the strap clamp and in the closure seam position, the welding edge is from one end of the gap to one end of the bottom edge of the strap clamp, and the non-welding edge is from the other end of the gap to the other end of the bottom edge of the strap clamp. By using the steel structure closure clip, the size of the gap of the closure gap during closure can be controlled, the welding amount and the welding residual stress can be reduced, the welding quality of the closure gap can be ensured, and the overall stability of the structure can be enhanced. The steel structure closure clip can ensure the safe and high-quality welding of butt-jointed seams of closure gap components, and can ensure that the tension failure phenomenon can not happen during the welding process of the butt-jointed seams of the closure gaps. The steel structure closure clip can be widely applied to projects with large quantity of steel structure closure gaps, large welding amount and long welding time of the butt-jointed seams of the closure gap components.

Description

Steel construction closes up Karma
Technical field
The utility model relates to a kind of steel construction that is used for fixing and closes up mouthful connecting elements of member butt weld position.
Background technology
For steel construction close up that mouthful quantity is many, welding capacity is big, close up mouthful engineering of member butt weld welding longer duration, the installation of closure segment is along with the overall installation process of engineering is carried out in different time, the installation quality of closure segment not only influences the safety in the structure installation process, and influences final closing up and the overall construction quality of structure and the safety in the structure use.But close up in mouthful butt weld welding process often easily because of the tensile failure phenomenon appears in variations in temperature, therefore, must take rational mounting process measure, guarantee the installation of closure segment and associated components and closing up smoothly of structure.
The utility model content
In order to overcome the deficiencies in the prior art, the utility model provides a kind of steel construction to close up Karma, solve the traditional tensile failure phenomenon appears in mouthful butt weld easily because of variations in temperature in welding process problem of closing up.
The technical scheme that its technical problem that solves the utility model adopts is:
A kind of steel construction closes up Karma, comprise and be connected in the clamp of adorning between truss and the closure segment truss, it is characterized in that: middle part, the base of clamp, be positioned at and close up the gap that seaming position has a circular arc, gap one end is a welding edge to clamp base one end, and the gap other end to the clamp base other end is non-welding edge.
The welding edge bilateral symmetry of described clamp is welded with a pair of stiffener, and stiffener is vertical with clamp two plate faces, and the base of stiffener is concordant with the base of clamp.
Described stiffener can be triangular plate, trapezoidal plate or rectangular slab.
The thickness of described clamp is not less than 20mm, highly is not less than 250mm, and length is not less than 500mm, and the radius of gap is not more than 30mm.
The beneficial effects of the utility model are:
The utility model can be controlled the gap length that closes up mouth when closing up, and reduces the welding capacity and the welding residual stress that close up mouth, guarantees to close up the welding quality of mouth, can strengthen the resistance to overturning of structure.The utility model can safe and high-quality assurance close up finishing of mouthful member butt weld welding, can guarantee the tensile failure phenomenon can not occur in the welding process of closing up mouthful butt weld.
The utility model can be widely used in that steel construction closes up that mouthful quantity is many, welding capacity is big, close up mouthful engineering of member butt weld welding longer duration.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is that master of the present utility model looks schematic diagram.
Fig. 2 is a schematic perspective view of the present utility model.
Fig. 3 is a user mode schematic diagram of the present utility model.
Fig. 4 is the A-A generalized section of Fig. 3.
Reference numeral: 1-clamp, 2-stiffener, 3-gap, 4-adorned truss, 5-closure segment truss, 6-welding edge, 7-non-welding edge.
The specific embodiment
Embodiment is referring to Fig. 1, shown in Figure 2, a kind of steel construction closes up Karma, comprise and be connected in the clamp of adorning between truss 4 and the closure segment truss 51, middle part, the base of clamp 1, be positioned at and close up the gap 3 that seaming position has a circular arc, the sagitta of gap 3 is less than or equal to the radius of circular arc, and gap one end is a welding edge 6 to clamp base one end, and the gap other end to the clamp base other end is non-welding edge 7.
The welding edge bilateral symmetry of described clamp 1 is welded with a pair of stiffener 2, and 1 liang of plate face of stiffener 2 and clamp is vertical, and the base of stiffener 2 is concordant with the base of clamp 1.The stiffener 2 of present embodiment is a triangular plate, but also can be trapezoidal plate or rectangular slab.
The thickness of above-mentioned clamp 1 is not less than 20mm, highly is not less than 250mm, and length is not less than 500mm, and the radius of gap 3 is not more than 30mm.The material of clamp 1 is Q235B.
Application Example of the present utility model is referring to Fig. 3, Fig. 4, the top flange plate and the bottom wing listrium that close up mouthful section respectively are provided with three Karmas, the Karma of top flange plate and bottom wing listrium mainly works to bear vertical force, biside plate respectively is provided with two Karmas, the Karma of biside plate mainly plays a part spacing and bears horizontal force, can increase the lateral stability of agent structure.Setting up specification on the Karma on both sides, top flange is the leg-of-mutton stiffener 2 of 100 * 100 * 10mm, except that the Karma of lower flange be weldingly fixed on adorn on the main couple 4, other Karma all is weldingly fixed on the closure segment truss 5.It is that fillet weld size is not less than 14mm that weld seam during welding requires, and adopts twin fillet wolt.
Size of the present utility model and number needs determine that according to the Force Calculation at this interface position this Force Calculation not only will be considered to overlap force request in the closure segment installation process, and will consider to close up the force request that closes up mouth in the process, comprise the stressed of member bodies.
The application course of work of the present utility model is: the Karma welding that will close up mouth earlier is fixing, and then closes up mouthful welding of butt joint main weld, docks to cut off Karma after main welding finishes.

Claims (4)

  1. [claim 1] a kind of steel construction closes up Karma, comprise and be connected in the clamp of adorning between truss (4) and the closure segment truss (5) (1), it is characterized in that: middle part, the base of clamp (1), be positioned at and close up seaming position the gap of one circular arc (3) is arranged, gap one end to clamp base one end is welding edge (6), and the gap other end to the clamp base other end is non-welding edge (7).
  2. [claim 2] steel construction according to claim 1 closes up Karma, it is characterized in that: the welding edge bilateral symmetry of described clamp (1) is welded with a pair of stiffener (2), stiffener (2) is vertical with clamp (1) two plate face, and the base of stiffener (2) is concordant with the base of clamp (1).
  3. [claim 3] steel construction according to claim 2 closes up Karma, it is characterized in that: described stiffener (2) is triangular plate, trapezoidal plate or rectangular slab.
  4. [claim 4] closes up Karma according to claim 1 or 2 or 3 described steel constructions, it is characterized in that: the thickness of described clamp (1) is not less than 20mm, highly is not less than 250mm, and length is not less than 500mm, and the radius of gap (3) is not more than 30mm.
CNU200820301604XU 2008-07-25 2008-07-25 Connecting piece for closing steel structure Expired - Fee Related CN201239864Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU200820301604XU CN201239864Y (en) 2008-07-25 2008-07-25 Connecting piece for closing steel structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU200820301604XU CN201239864Y (en) 2008-07-25 2008-07-25 Connecting piece for closing steel structure

Publications (1)

Publication Number Publication Date
CN201239864Y true CN201239864Y (en) 2009-05-20

Family

ID=40713154

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU200820301604XU Expired - Fee Related CN201239864Y (en) 2008-07-25 2008-07-25 Connecting piece for closing steel structure

Country Status (1)

Country Link
CN (1) CN201239864Y (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107433407A (en) * 2017-07-26 2017-12-05 南通振华重型装备制造有限公司 A kind of arc plate unit manufacture craft
CN112761357A (en) * 2020-12-30 2021-05-07 北京城建集团有限责任公司 Closure method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107433407A (en) * 2017-07-26 2017-12-05 南通振华重型装备制造有限公司 A kind of arc plate unit manufacture craft
CN107433407B (en) * 2017-07-26 2019-02-15 南通振华重型装备制造有限公司 A kind of arc plate unit manufacture craft
CN112761357A (en) * 2020-12-30 2021-05-07 北京城建集团有限责任公司 Closure method
CN112761357B (en) * 2020-12-30 2022-07-22 北京城建集团有限责任公司 Closure method

Similar Documents

Publication Publication Date Title
CN103163032B (en) The system and method for detection waveform steel web steel beam fatigue strength
CN206346398U (en) A kind of skyscraper steel column splicing construction
CN201239864Y (en) Connecting piece for closing steel structure
CN208310219U (en) Board bottom has assembled composite beam-plate connection support device of height difference
CN204342309U (en) Novel tower crane attached wall attachment lattice bracing frame auxiliary device
CN203514807U (en) Formwork supporting device
CN101845775A (en) Rail failure reinforcing device
CN207080239U (en) A kind of fixing device of longitudinal waterstop
CN106592961B (en) Concrete construction formwork structure
CN206408468U (en) Weld seam with rail collet reinforces clamping plate
CN205742617U (en) A kind of Multicarity steel plate shear force wall
CN207672432U (en) A kind of steel form of Cast-in-situ Beam circular arc chamfering position construction
CN208380091U (en) A kind of simple form tie
CN203076837U (en) Bogie supporting plate welding turning tool
CN201799756U (en) Trackless submerged arc automatic welding machine for overlarge arc H-shaped steel structural member
CN207582985U (en) A kind of fixing bracket for transporting prefabricated panel
CN205077395U (en) Bow -shaped bridge floor guardrail installation device with adjustable fast
CN206205900U (en) Lining construction has the end-blocking simplicity fixing device of bar connecting
CN205857676U (en) A kind of outrigger wall-connecting piece device being arranged on cylinder
CN208934132U (en) A kind of connecting node of connector, connection component, prefabricated component and prefabricated component
CN205046831U (en) Constructional steel connecting seat
CN204959578U (en) PC track roof beam
CN215631169U (en) Villa roman column guardrail clamping structure
CN212427564U (en) H-shaped steel connecting piece
CN211848670U (en) Positive anchor anchoring frame for sulfur anchoring screw spike of sleeper

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: 20090520

Termination date: 20150725

EXPY Termination of patent right or utility model