CN201588398U - Novel flat iron wall connector - Google Patents

Novel flat iron wall connector Download PDF

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Publication number
CN201588398U
CN201588398U CN2010200002540U CN201020000254U CN201588398U CN 201588398 U CN201588398 U CN 201588398U CN 2010200002540 U CN2010200002540 U CN 2010200002540U CN 201020000254 U CN201020000254 U CN 201020000254U CN 201588398 U CN201588398 U CN 201588398U
Authority
CN
China
Prior art keywords
wall
flat iron
vertical rod
connecting rod
rod
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
CN2010200002540U
Other languages
Chinese (zh)
Inventor
李文
项伟锋
张伟仁
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.)
Zhongtian Construction Group Co Ltd
Original Assignee
Zhongtian 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 Zhongtian Construction Group Co Ltd filed Critical Zhongtian Construction Group Co Ltd
Priority to CN2010200002540U priority Critical patent/CN201588398U/en
Application granted granted Critical
Publication of CN201588398U publication Critical patent/CN201588398U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

A novel flat iron wall connector relates to a construction engineering external scaffolding device fitting and comprises a main structure-connecting beam-plate (1), a wall-connecting flat iron member (2), a fixing pin (3), an auxiliary locking sleeve (4), a wall-connecting rod (5) and an external scaffolding vertical rod (6), wherein the external scaffolding vertical rod (6) is arranged on the outer side of the main structure-connecting beam-plate (1); the wall-connecting rod (5) is perpendicularly arranged on the inner side of the external scaffolding vertical rod (6) and connected with the external scaffolding vertical rod (6); the auxiliary locking sleeve (4) is fixed at the upper part of the wall-connecting rod (5) by welding process, and a pin hole is formed on the auxiliary locking sleeve; and the wall-connecting flat iron member (2) is partially buried in the main structure-connecting beam-plate (1), and the other end of the wall-connecting flat iron member is inserted in the auxiliary locking sleeve (4) and is fixed on the auxiliary locking sleeve (4) and the wall-connecting rod (5) through the fixing pin (3). The novel flat iron wall connector has the advantages of simple and convenient construction, high standardization degree and safe and reliable processing.

Description

A kind of novel band iron wall-connecting piece
Technical field:
The utility model relates to a kind of construction work outrigger equipment accessory, especially a kind of novel band iron wall-connecting piece.
Background technology:
Wall-connecting piece is one of very important ingredient of external scaffolding, its effect in the frame system outside building or structure integral body is of crucial importance, concerning the resistance to overturning and the safety of peripheral protective system, it necessity is set and the scientific quality influence for whole outrigger of construction is very important.Conventional wall-connecting piece is divided into fixedly access node method of stay bolt combined method, embedded steel tube fixation, back anchoring method, banded column method and shaped steel usually.The stay bolt combined method is semi-rigid structure and the outrigger of being connected in by steel pipe, shore active force access node outrigger by pulling force and external structure, shortcoming is that the horizontal drawknot ratio of rigidity rigid connection method of scaffold is little, work the steel pipe of the effect of shoring and fail closely to connect scaffolding structure and entity structure, therefore scaffold easily produces and rocks, and part easily is removed and produces security incident when exterior decoration; The embedded steel tube fixation is to bury garter spring in advance underground and steel pipe laterally is connected and fixed, supports a kind of mode of outrigger by the structure floor beam.Shortcoming is that cost is higher, dismounting inconvenience, and reserve the hole and need carry out the later stage shutoff, increase operation and material; Back anchoring process is structurally to punch and implant the fixedly method of drawknot outrigger of bolt that expands.Shortcoming is the trouble of constructing, and perforate cost consuming time strengthens, and bloated bolt bearing capacity is not high, and is easily loosening, extremely limited for the ability to bear of cyclic reverse loading, and crab-bolt is scrapped behind the dismounting outrigger, can not reuse, and causes the cost waste; The banded column method is to utilize the stability of the annular fixedly access node reinforcement in the four sides integral-scaffold of steel pipe and rod structure.Shortcoming is that institute's consumption material is in the majority, and the junction construction quality requires high, and is limited to the engineering number of turnover that duration anxiety and engineering quantity are bigger, economy is not good, and, the same with the embedded steel tube fixation, still there is the problem of body of wall envelope filling-up hole mouth, underground waterproofing also is easy to generate hidden danger of quality.Shaped steel fixedly access node method is to be connected on floor or the balcony slab by " worker " word steel or channel-section steel, by the effect of the direct access node outrigger of the mode of encorbelmenting outward.Weak point is: cost is higher, and will be by careful stressed and stability calculation, and installation and dismounting construction are extremely loaded down with trivial details; In addition, line load and point load have been increased to agent structure.
The utility model content:
The purpose of this utility model provides a kind of novel band iron wall-connecting piece, and its construction is simple and convenient, markization degree height, and process safety is reliable; It only needs the other end with band iron to insert to connect in the steel pipe, and the steady pin of making of reinforcing rod or other short iron rod vertically inserts locking and get final product, and is easy to operate quick; And connect reliable and stablely, can also do horizontal fine setting by inserting hole, promptly guaranteed the rigidity that outrigger connects, that also gives outrigger has two-wayly given certain adjustable flexibility.More convenient than conventional wall-connecting piece construction, it is easy, quick that peace is torn open, and outward appearance is visual.
In order to solve the existing problem of background technology, the utility model is by the following technical solutions: it is made up of company's agent structure beam slab 1, company's wall band iron 2, steady pin 3, affix lock tube pipe 4, wall connecting rod 5, outrigger vertical rod 6; Outrigger vertical rod 6 places agent structure beam slab 1 outside, and wall connecting rod 5 is vertically set on outrigger vertical rod 6 inboard connection outrigger vertical rods 6, and affix lock tube pipe 4 is fixed by welding in wall connecting rod 5 tops, opens pin-and-hole on it; Connect wall band iron 2 and be partially embedded in the agent structure beam slab 1, the other end inserts in the affix lock tube pipe 4, is fixed on affix lock tube pipe 4, the wall connecting rod 5 by steady pin 3.
Band iron 2 pre-buried when the utility model mainly utilizes agent structure floor or beam 1 construction is as connecting the body of wall splicing point, what will connect band iron 2 during construction exposes an end from inserting in it near a side of affix lock tube pipe 4, connects band iron 2 and vertically inserts in the reserving holes fastening by steady pin 3 in affix lock tube pipe 4.It is special connecting band iron 2, affix lock tube pipe 4 and steady pin 3.
The utlity model has following beneficial effect: be a kind of regularization tool fitting, identical with the mode of traditional set aside pre-embedded is that part also adopts pre-buried form; Different is that construction is simple and convenient, markization degree height, and process safety is reliable; It only needs the other end with band iron to insert to connect in the steel pipe, vertically inserts locking because of rationed marketing and get final product with what reinforcing rod or other short iron rod were made, and is easy to operate quick; And connect reliable and stablely, can also do horizontal fine setting, promptly guaranteed the rigidity that outrigger connects, give also that outrigger is two-way has given certain adjustable flexibility by inserting hole.More convenient than conventional wall-connecting piece construction, it is easy, quick that peace is torn open, and outward appearance is visual.
Description of drawings:
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is a vertical view of the present utility model.
The specific embodiment:
Referring to Fig. 1-2, this specific embodiment by the following technical solutions: it by connect agent structure beam slab 1, connect wall band iron 2, steady pin 3, affix lock tube pipe 4, wall connecting rod 5, outrigger vertical rod 6 form; Outrigger vertical rod 6 places agent structure beam slab 1 outside, and wall connecting rod 5 is vertically set on outrigger vertical rod 6 inboard connection outrigger vertical rods 6, and affix lock tube pipe 4 is fixed by welding in wall connecting rod 5 tops, opens pin-and-hole on it; Connect wall band iron 2 and be partially embedded in the agent structure beam slab 1, the other end inserts in the affix lock tube pipe 4, is fixed on affix lock tube pipe 4, the wall connecting rod 5 by steady pin 3.
Band iron 2 pre-buried when this specific embodiment is mainly utilized agent structure floor or beam 1 construction is as connecting the body of wall splicing point, what will connect band iron 2 during construction exposes an end from inserting in it near a side of affix lock tube pipe 4, connects band iron 2 and vertically inserts in the reserving holes fastening by steady pin 3 in affix lock tube pipe 4.It is special connecting band iron 2, affix lock tube pipe 4 and steady pin 3.
This specific embodiment is a kind of regularization tool fitting, and identical with the mode of traditional set aside pre-embedded is that part also adopts pre-buried form; Different is that construction is simple and convenient, markization degree height, and process safety is reliable; It only needs the other end with band iron to insert to connect in the steel pipe, vertically inserts locking because of rationed marketing and get final product with what reinforcing rod or other short iron rod were made, and is easy to operate quick; And connect reliable and stablely, can also do horizontal fine setting, promptly guaranteed the rigidity that outrigger connects, give also that outrigger is two-way has given certain adjustable flexibility by inserting hole.More convenient than conventional wall-connecting piece construction, it is easy, quick that peace is torn open, and outward appearance is visual.

Claims (1)

1. a novel band iron wall-connecting piece is characterized in that it is by even agent structure beam slab (1), company's wall band iron (2), steady pin (3), affix lock tube pipe (4), wall connecting rod (5), outrigger vertical rod (6) are formed; Outrigger vertical rod (6) places agent structure beam slab (1) outside, and wall connecting rod (5) is vertically set on the inboard connection of outrigger vertical rod (6) outrigger vertical rod (6), and affix lock tube pipe (4) is fixed by welding in wall connecting rod (5) top, opens pin-and-hole on it; Connect wall band iron (2) and be partially embedded in the agent structure beam slab (1), the other end inserts in the affix lock tube pipe (4), is fixed on affix lock tube pipe (4), the wall connecting rod (5) by steady pin (3).
CN2010200002540U 2010-01-07 2010-01-07 Novel flat iron wall connector Expired - Fee Related CN201588398U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010200002540U CN201588398U (en) 2010-01-07 2010-01-07 Novel flat iron wall connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010200002540U CN201588398U (en) 2010-01-07 2010-01-07 Novel flat iron wall connector

Publications (1)

Publication Number Publication Date
CN201588398U true CN201588398U (en) 2010-09-22

Family

ID=42748174

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010200002540U Expired - Fee Related CN201588398U (en) 2010-01-07 2010-01-07 Novel flat iron wall connector

Country Status (1)

Country Link
CN (1) CN201588398U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064673A (en) * 2015-07-31 2015-11-18 中铁城市规划设计研究院有限公司 Flat steel scaffold pulling joint structure
CN105442879A (en) * 2015-12-15 2016-03-30 南通蓝岛海洋工程有限公司 Movable coating workshop
CN106930522A (en) * 2017-05-02 2017-07-07 中建二局第二建筑工程有限公司华东分公司 A kind of external scaffolding drawknot node structure and its construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105064673A (en) * 2015-07-31 2015-11-18 中铁城市规划设计研究院有限公司 Flat steel scaffold pulling joint structure
CN105442879A (en) * 2015-12-15 2016-03-30 南通蓝岛海洋工程有限公司 Movable coating workshop
CN106930522A (en) * 2017-05-02 2017-07-07 中建二局第二建筑工程有限公司华东分公司 A kind of external scaffolding drawknot node structure and its construction method

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20100922

Termination date: 20120107