CN202500332U - Beam template structure - Google Patents

Beam template structure Download PDF

Info

Publication number
CN202500332U
CN202500332U CN2012201415338U CN201220141533U CN202500332U CN 202500332 U CN202500332 U CN 202500332U CN 2012201415338 U CN2012201415338 U CN 2012201415338U CN 201220141533 U CN201220141533 U CN 201220141533U CN 202500332 U CN202500332 U CN 202500332U
Authority
CN
China
Prior art keywords
wood
encorbelmenting
joist
offset plate
width
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
CN2012201415338U
Other languages
Chinese (zh)
Inventor
虞建放
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN2012201415338U priority Critical patent/CN202500332U/en
Application granted granted Critical
Publication of CN202500332U publication Critical patent/CN202500332U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Floor Finish (AREA)

Abstract

The utility model discloses a beam template structure. The beam template structure is characterized by comprising a U-shaped tray element, a secondary keel, a primary keel, a split bolt, an inclined strut, a cantilever wood, bamboo plywoods and a steel tube, wherein the bamboo plywood is 10-15mm in thickness; the secondary keel is arranged under a horizontal bamboo plywood; the secondary keel is 100mm in height and 50mm in width; the cantilever wood is arranged under the secondary keel; the cantilever wood is 120mm in height and 100mm in width; the primary keel is arranged at the lower part of the cantilever wood; the height and width of the primary keel are both 100mm; the U-shaped tray element is arranged below the primary keel; the U-shaped tray element is supported on the steel tube; the secondary keel is arranged outside a vertical bamboo plywood; the bamboo plywoods are connected by the split bolt; the inclined strut is arranged on the cantilever wood and adopts a rebar of which the diameter is 25mm, and the rebar is supported on the secondary keel. The beam template structure is simple and practical.

Description

A kind of beam forms structure
Technical field
The utility model relates to a kind of beam forms structure, is applicable to construction field.
Background technology
Template and support thereof and the reinforced concrete structure that does not reach the design supporting capacity are formed interim carrying system, bear the load that exists in construction period each construction period.The beam forms engineering should have enough intensity, rigidity and stability, and mounting or dismounting are convenient, and are convenient to practical operation and installation.
The utility model content
The technical problem that the utility model solves provides a kind of beam forms structure, solves traditional beam column template and supports unsteady problem.
The utility model comprises U-shaped holder part, secondary joist, main joist, split bolt, diagonal brace, the wood of encorbelmenting, bamboo offset plate, steel pipe.Bamboo offset plate thickness is 10~15mm, secondary joist is set below the horizontal bamboo offset plate, and the secondary joist height is 100mm, and width is 50mm; Be the wood of encorbelmenting below the secondary joist, the wood of encorbelmenting highly is 120mm, and width is 100mm; The wooden bottom of encorbelmenting is provided with main joist, and main joist height and width are 100mm, U-shaped holder part is set below the main joist; U-shaped holder part is bearing on the steel pipe, and vertical bamboo offset plate outside is provided with secondary joist, connects with split bolt between the bamboo offset plate; Encorbelmenting is provided with diagonal brace above the wood, it is the reinforcing bar of 25mm that diagonal brace adopts diameter, and reinforced bar support is on secondary joist.
The utility model is simple and practical.
Description of drawings
Fig. 1 beam forms organigram.
Reference numeral: 1, U-shaped holder part, 2, secondary joist, 3, main joist, 4, split bolt, 5, diagonal brace, 6, the wood of encorbelmenting, 7, the bamboo offset plate, 8, steel pipe.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the beam forms organigram.The utility model comprises U-shaped holder part 1, secondary joist 2, main joist 3, split bolt 4, diagonal brace 5, encorbelment wood 6, bamboo offset plate 7, steel pipe 8.Bamboo offset plate 7 thickness are 12mm, secondary joist 2 are set below the horizontal bamboo offset plate 7, and secondary joist 2 highly is 100mm, and width is 50mm; Be the wood 6 of encorbelmenting below the secondary joist 2, the wood 6 of encorbelmenting highly is 120mm, and width is 100mm; Wooden 6 bottoms of encorbelmenting are provided with main joist 3, and main joist 3 height and width are 100mm, U-shaped holder part 1 are set below the main joist 3; U-shaped holder part 1 is bearing on the steel pipe, and vertical bamboo offset plate 7 outsides are provided with secondary joist 2, connects with split bolt 4 between the bamboo offset plate 7; Encorbelmenting is provided with diagonal brace 5 above the wood 6, and it is the reinforcing bar of 25mm that diagonal brace 5 adopts diameter, and reinforced bar support is on secondary joist 2.

Claims (1)

1. a beam forms structure is characterized in that comprising U-shaped holder part, secondary joist, main joist, split bolt, diagonal brace, the wood of encorbelmenting, bamboo offset plate, steel pipe, and bamboo offset plate thickness is 10~15mm; Below the horizontal bamboo offset plate secondary joist is set, the secondary joist height is 100mm, and width is 50mm; Be the wood of encorbelmenting below the secondary joist, the wood of encorbelmenting highly is 120mm, and width is 100mm; The wooden bottom of encorbelmenting is provided with main joist, and main joist height and width are 100mm, U-shaped holder part is set below the main joist; U-shaped holder part is bearing on the steel pipe, and vertical bamboo offset plate outside is provided with secondary joist, connects with split bolt between the bamboo offset plate; Encorbelmenting is provided with diagonal brace above the wood, it is the reinforcing bar of 25mm that diagonal brace adopts diameter, and reinforced bar support is on secondary joist.
CN2012201415338U 2012-03-27 2012-03-27 Beam template structure Expired - Fee Related CN202500332U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2012201415338U CN202500332U (en) 2012-03-27 2012-03-27 Beam template structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2012201415338U CN202500332U (en) 2012-03-27 2012-03-27 Beam template structure

Publications (1)

Publication Number Publication Date
CN202500332U true CN202500332U (en) 2012-10-24

Family

ID=47036948

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2012201415338U Expired - Fee Related CN202500332U (en) 2012-03-27 2012-03-27 Beam template structure

Country Status (1)

Country Link
CN (1) CN202500332U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103410312A (en) * 2013-08-28 2013-11-27 郑宇� Template system beam partially supported, plate free of supporting and size adjustable
CN112096061A (en) * 2020-07-23 2020-12-18 中国一冶集团有限公司 Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103410312A (en) * 2013-08-28 2013-11-27 郑宇� Template system beam partially supported, plate free of supporting and size adjustable
CN112096061A (en) * 2020-07-23 2020-12-18 中国一冶集团有限公司 Whole-support integrally-detached combined type shaped beam formwork, support system and construction method thereof

Similar Documents

Publication Publication Date Title
CN201003287Y (en) Template support frame
CN203201140U (en) Beam slab support
CN202500332U (en) Beam template structure
CN103663302B (en) L-type portal installation frame
CN202369931U (en) Arch ring bracket
CN202969897U (en) Ringlock type scaffold joist system
CN204456807U (en) Composite extendible elevator hoistway construction platform
CN204311359U (en) A kind of steel pipe concrete arch rib bridge arch pin is installed and is used stiffness support
CN201953088U (en) Combined support system for high and large special-shaped steel structure
CN202611077U (en) Light steel keel boom back supporting member
CN103866865B (en) The pre-buried fixing means of a diameter of 48mm foundation bolt
CN201241471Y (en) Load bearing formwork support top hold of cast-in-place reinforced concrete structure
CN202500328U (en) Side mould supporting structure
CN201424816Y (en) Large template supporting leg of wall
CN203080922U (en) Supporting formwork system used for cast-in-place concrete large-cross-section beam construction
CN205617249U (en) Increase arched bridge supporting tool of arched bridge construction stability
CN203080919U (en) Formwork support steel channel beam connecting system for construction of cast-in-situ concrete large cross-sectional beams
CN202500327U (en) External corner wall body moldboard structure
CN203789429U (en) SMC table tennis table support
CN205205846U (en) Raft foundation props up support for muscle
CN201400995Y (en) Simple scaffold
CN203716142U (en) Pile foundation applied to complicated geological conditions
CN203886147U (en) Smc table tennis table
CN203394010U (en) Scaffold structure for building
CN202745452U (en) Mold support device using foundation slab to reserved rebars

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56

Patentee after: Yu Jianfang

Address before: 325604 Zhejiang city of Wenzhou province Yueqing city town village Zhang Yan Dang

Patentee before: Yu Jianfang

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing

Patentee after: Yu Jianfang

Address before: 325000 Zhejiang Province, Wenzhou city streets Chengxiang road Wutian Ouhai District No. 56

Patentee before: Yu Jianfang

C56 Change in the name or address of the patentee
CP02 Change in the address of a patent holder

Address after: 325600, B, building 5, building B, Century Towers, Lok Cheng street, Zhejiang, Yueqing

Patentee after: Yu Jianfang

Address before: 325600 No. 272 Yang Ming Road, Lok Cheng street, Zhejiang, Yueqing

Patentee before: Yu Jianfang

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20121024

Termination date: 20140327