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Inner ring ribbing large-span wood structure assembly type joint

A wooden structure and prefabricated technology, which is applied in the direction of building structure and construction, can solve the problems of reducing structural rigidity, low ultimate bearing capacity, and low construction efficiency, so as to improve the degree of assembly, increase initial stiffness, and high construction efficiency Effect

Inactive Publication Date: 2018-01-19
QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Patent 2017103672733 proposes a connection node of a wooden structure, which consists of a long and two disconnected wooden components. The components are connected by T-shaped steel plates and bolts. The connection is unreliable, and the connection between the wooden component and the steel plate is easy. Sliding occurs to reduce structural rigidity; patent 200920040633X proposes a composite material or composite wood long-span beam connection structure, the connector is inserted into the left and right two beam ends to form a long-span beam, the structure is composed of wood and wood, and the structure is complex. The construction efficiency is low and the ultimate bearing capacity is low, which limits the application in large spans of hundreds of meters

Method used

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  • Inner ring ribbing large-span wood structure assembly type joint
  • Inner ring ribbing large-span wood structure assembly type joint
  • Inner ring ribbing large-span wood structure assembly type joint

Examples

Experimental program
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Effect test

Embodiment 1

[0016] An assembled node of an inner-ring ribbed long-span timber structure, including a wooden member 1, a core steel cylinder 2, a steel splint 3, and a steel filling plate 4, and L-shaped steel splints 3 are arranged on the left and right sides of the end of the wooden member 1, and the L-shaped steel splints The long board 5 of the wooden member 1 is attached to the longitudinal direction of the wooden member 1, and the vertical board 7 of the T-shaped steel filling board is inserted in the plate groove 12 at the end of the wooden member 1, and the vertical board 7 of the wooden member 1, the long board 5 of the steel plywood and the vertical board of the steel filling board The plates 7 are connected by ordinary bolts 10, the long plate 5 of the L-shaped steel splint, and the vertical plate 7 of the T-shaped steel filler plate are provided with steel teeth 13, and under the pretightening force of the ordinary bolts 10, the steel teeth 13 are embedded in the wooden member 1,...

Embodiment 2

[0018] Different from Embodiment 1, the core steel cylinder 2 is a regular pentagon, heptagon, octagon or circle.

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Abstract

The invention belongs to the field of wood structure joint design, and relates to an inner ring ribbing large-span wood structure assembly type joint. Steel clamping plates are arranged on the left side and the right side of the end of each wood component, steel filling plates are inserted into plate slots at the ends of the wood components, the wood components, the steel clamping plates and the steel filling plates are connected through common bolts, and steel teeth are arranged on the faces where the steel clamping plates and the steel filling plates are in contact with the wood components;and under the effect of bolt pretightening force, the steel teeth are embedded into the wood components, the steel clamping plates and the steel filling plates are connected with a core steel cylinderthrough high-strength bolts, and steel plate ribs are arranged in the core steel cylinder. Bolt holes are formed in the corresponding positions of the wood components, the steel clamping plates, thesteel filling plates and the core steel cylinder in a factory, the parts are assembled through the bolts on a construction site, and the assembly degree of the large-span wood structure is improved; and the steel teeth on the steel clamping plates and the steel filling plates enhance mechanical occlusal force among the steel clamping plates, the steel filling plates and the wood components, slipping between the wood components and the steel plates is reduced, the initial rigidity of the joint is improved, so that the joint is close to a rigid joint, and the joint can be applied to a hectometer-grade large-span wood structure.

Description

technical field [0001] The invention belongs to the field of wood structure node design and relates to an assembled node of an inner ring ribbed large-span wood structure. Background technique [0002] The current large-scale reticulated shell buildings are mostly supported by steel structures, but the weight of steel is heavy and the construction is difficult. Timber structure is a structure in which the load is mainly borne by wood, and the components are connected and fixed by metal connectors or mortise and tenon joints. Wood has the advantages of easy material acquisition, light weight, easy transportation, and recyclability. Applying wood structures to large reticulated shell buildings can make full use of the superior compressive properties of wood. In 2013, the General Office of the State Council issued the "Green Building Action Plan", which provided policy support and guarantee for the development of wooden structure buildings. [0003] Bolt connection is a commo...

Claims

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Application Information

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IPC IPC(8): E04B1/26E04B1/58
Inventor 郁有升胡海涛李建峰井彦青王磊高履伟
Owner QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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