CN205171971U - Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish - Google Patents

Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish Download PDF

Info

Publication number
CN205171971U
CN205171971U CN201520786877.8U CN201520786877U CN205171971U CN 205171971 U CN205171971 U CN 205171971U CN 201520786877 U CN201520786877 U CN 201520786877U CN 205171971 U CN205171971 U CN 205171971U
Authority
CN
China
Prior art keywords
adjustable
vertical rod
bracket
spigot
scaffold
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
CN201520786877.8U
Other languages
Chinese (zh)
Inventor
魏中洲
孟程
杜雅峰
欧佳君
贾德义
杜萌
杨建民
梁俊领
郭超
李克星
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.)
Pingmei Shenma Construction and Engineering Group Co Ltd
Original Assignee
Pingmei Shenma Construction and Engineering 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 Pingmei Shenma Construction and Engineering Group Co Ltd filed Critical Pingmei Shenma Construction and Engineering Group Co Ltd
Priority to CN201520786877.8U priority Critical patent/CN205171971U/en
Application granted granted Critical
Publication of CN205171971U publication Critical patent/CN205171971U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model relates to a scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish, include: the pole setting is fallen to the ground to the support body main part, and the support body main part is fallen to the ground and is provided with the bei lei frame in the pole setting, and the beilei frame is provided with socket joint formula dish and detains the scaffold, and socket joint formula dish is detained the scaffold and is included: adjustable base, the pole setting of setting on adjustable base, safety net and staircase, be provided with bottom plate and adjustable bracket layer board on the adjustable base, still be equipped with adjustable bolt on the adjustable base, adjustable base is provided with the sheeting caps with the ground contact position, the pole setting top is provided with adjustable bracket, fixed cover is equipped with connect the disc in the pole setting, last big connecting hole and the little connecting hole of being provided with of connect the disc, it prevents extracting the pinhole to be provided with on the lever arm of pole setting, be provided with the horizontal pole between the adjacent pole setting, be provided with the pin plate on the horizontal pole, this neotype intensity is high, the structure is reasonable, the bearing capacity is big, good stability, safety and reliability, set up the convenience, the construction is taken up an area of for a short time, can accomplish the high grade, rapidness, and the device is safe, the engineering construction is accomplished to the high efficiency on schedule.

Description

A kind of spigot-and-socket dish buckle scaffold and Bailey bracket combining structure
Technical field
The utility model relates to a kind of scaffold, is specifically related to a kind of spigot-and-socket dish buckle scaffold and Bailey bracket combining structure, belongs to technical field of building construction.
Background technology
Scaffold (scaffold) refers to that job site is the various supports that operative also solves vertically and horizontal transport is set up.The generic term on building circle, refers to building site be used in the higher place that cannot directly construct of exterior wall, interior decoration or floor height.Work up and down mainly for constructor or perimeter security net is gone along with sb. to guard him and high-altitude installation component etc., be exactly plainly build a framework, scaffold makes material to be had usually: bamboo and wood, steel pipe or synthetic materials etc.Some engineering is also worked as template with scaffold and is used, and the department such as this external advertising, municipal administration, traffic road and bridge, mine is also extensively used.
Detailed inspection answered by the material of scaffold, must not use rotten, splitting, casting erosion, the universal rod body that distortion is serious and steel pipe etc., foundation capability should meet design standard and constructure scheme, otherwise should reinforcement measure be taked, it is made to reach designing requirement, according to construction seasons, support engineering should take the safety measure such as protection against erosion or freezing up, holder design will check, examine through relevant technologies department, prop up vertical framed bent to construct by designing requirement, enough supporting capacitys and stability should be had, prevent uneven sink (falling), unstability and distortion, when propping up vertical framed bent, special messenger should be established to assume unified command of.
At present, the structure comparison of the general scaffold used is single, and stability is not high, puts up inconvenience, and construction area is comparatively large, can not realize high-quality, fast, safely, efficiently complete engineering construction on schedule.
Therefore, produce that a kind of intensity is high, structure rationally, large, the good stability of bearing capacity, safe and reliable, set up conveniently, construction area is little, high-quality, quick, safety, efficient spigot-and-socket dish buckle scaffold and the Bailey bracket combining structure on schedule completing engineering construction can be accomplished, there are market prospects widely.
Summary of the invention
For the deficiencies in the prior art, the utility model provides that a kind of intensity is high, structure rationally, large, the good stability of bearing capacity, safe and reliable, set up conveniently, construction area is little, can accomplish high-quality, quick, safety, efficient spigot-and-socket dish buckle scaffold and the Bailey bracket combining structure on schedule completing engineering construction.
The technical solution of the utility model is achieved in that a kind of spigot-and-socket dish buckle scaffold and Bailey bracket combining structure, comprise: support body main body lands vertical rod, it is characterized in that: described support body main body is landed in vertical rod and is provided with Bailey bracket, Bailey bracket is provided with spigot-and-socket dish buckle scaffold, described spigot-and-socket dish buckle scaffold comprises: adjustable base, be arranged on the vertical rod on adjustable base, safety net and staircase, described adjustable base is provided with base plate and adjustable bracket supporting plate, adjustable base is also provided with adjustable bolt, adjustable base and ground-contacting position are provided with sheeting caps, described vertical rod top is provided with adjustable bracket, in vertical rod, fixed cover is provided with clutch disk, clutch disk is provided with huge linkage hole and little connecting hole, the lever arm of vertical rod is provided with and prevents extracting pin-and-hole, cross bar is provided with between described adjacent vertical rod, cross bar is provided with pin plate, according to all according to clockwise or all counter clockwise direction being provided with brace between described adjacent vertical rod, vertical rod is also provided with inspection eye, described vertical rod is provided with lightning protection device, described lightning protection device comprises and is arranged on lightning rod in vertical rod and ground device.
Described Bailey bracket adopts model to be the Bailey bracket of 3m*1.5m.
The length of described adjustable base is 100mm ~ 550mm, and adjustable distance is 300mm.
Described adjustable bracket is U-shaped bracket, and adjustable bracket length is 100mm ~ 400mm, and adjustable distance is 300mm.
The length of the exposed parts of described adjustable bracket is not more than 350mm.
The Q235 steel plate that described base plate and adjustable bracket supporting plate all adopt thickness to be not less than 5mm is made.
The utility model has following good effect: a kind of spigot-and-socket dish of the utility model buckle scaffold, the vertical rod collet basis of adjustable base should be closely knit with ground contact surface, steadily, and have sheeting caps at adjustable base to strengthen stability, brace has directionality in addition, namely direction cannot overlap on the contrary, the length of adjustable base is 100mm ~ 550mm, adjustable distance is 300mm, adjustable bracket is U-shaped bracket, adjustable bracket length is 100mm ~ 400mm, adjustable distance is 300mm, scaffold size adjusting can be facilitated, this novel intensity is high, structure rationally, bearing capacity is large, good stability, safe and reliable, set up conveniently, construction area is little, high-quality can be accomplished, fast, safety, efficiently complete engineering construction on schedule.
Accompanying drawing explanation
Fig. 1 is main structure schematic diagram of the present utility model.
Fig. 2 is local side-looking main structure schematic diagram of the present utility model.
Fig. 3 is inspection eye structural representation of the present utility model.
Fig. 4 is adjustable bracket structural representation of the present utility model.
In figure: 1, adjustable base, 2, clutch disk, 3, adjustable bracket supporting plate, 4, sheeting caps, 5, vertical rod, 6, adjustable bracket, 7, cross bar, 8, brace, 9, inspection eye.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model will be further described.
As Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4, a kind of spigot-and-socket dish buckle scaffold and Bailey bracket combining structure, comprise: support body main body lands vertical rod, described support body main body is landed in vertical rod and is provided with Bailey bracket, Bailey bracket is provided with spigot-and-socket dish buckle scaffold, described spigot-and-socket dish buckle scaffold comprises: adjustable base 1, be arranged on the vertical rod 5 on adjustable base 1, safety net and staircase, described adjustable base 1 is provided with adjustable bracket supporting plate 3, adjustable base 1 is also provided with adjustable bolt, adjustable base 1 and ground-contacting position are provided with sheeting caps 4, described vertical rod 5 top is provided with adjustable bracket 6, in vertical rod 5, fixed cover is provided with clutch disk 2, clutch disk 2 is provided with huge linkage hole and little connecting hole, the lever arm of vertical rod 5 is provided with and prevents extracting pin-and-hole, cross bar 7 is provided with between described adjacent vertical rod 5, cross bar 7 is provided with pin plate, according to all according to clockwise or all counter clockwise direction being provided with brace 8 between described adjacent vertical rod 5, vertical rod 5 is also provided with inspection eye 9, described vertical rod 5 is provided with lightning protection device, described lightning protection device comprises and is arranged on lightning rod in vertical rod 5 and ground device.The length of described adjustable base 1 is 100mm ~ 550mm, and adjustable distance is 300mm.Described adjustable bracket 6 is U-shaped bracket, and adjustable bracket 6 length is 100mm ~ 400mm, and adjustable distance is 300mm.The length of the exposed parts of described adjustable bracket 6 is not more than 350mm.The Q235 steel plate that described base plate 2 and adjustable bracket supporting plate 3 all adopt thickness to be not less than 5mm is made.
This scaffold is when installing and using, support body main body land vertical rod adopt 3 trestle column be 1500mm × 1500mm land vertical rod reasonable Arrangement, when can meet land requirement time, it is directly place spigot-and-socket dish buckle scaffold that support body main body lands vertical rod, first compacting foundation, sheeting caps laid by the ground placing adjustable base, make between sheeting caps and ground pavement layer closely connected, reach face stressed, forbid to form point stressed, place adjustable base 1 again, after the allocation plan size setting-out of scaffold, adjustable base 1 is arranged to fixed point, adjustable base 1 plugs vertical rod 5, its verticality must be controlled when vertical rod 5 is installed, prevent vertical rod 5 eccentric force, vertical rod 5 is installed cross bar 7, being inserted in the termination of cross bar 7 in vertical rod 5 makes the termination of cross bar 7 prop up the clutch disk 2 of vertical rod 5, run through little connecting hole with wedge again to strike and fasten, by brace 8 all according to taking according to counter clockwise direction group clockwise or all, brace 8 is inserted in the huge linkage hole of clutch disk 2 in vertical rod 5, run through huge linkage hole with wedge again to strike and fasten, floor heights different according to building again builds cross bar 7 and the brace 8 of the different number of plies, U-shaped adjustable bracket 6 is inserted in vertical rod 5, desired height is adjusted to again with spanner, adjustable bracket 6 exposed parts is no more than 35cm, the free end rod member long more than 35cm will increase horizon bar locking, land the part of requirement and adopt the structure setting up Bailey bracket secondary frame to arrange can not meet, Bailey bracket is the Bailey bracket of 3m*1.5m, Bailey bracket spacing connecting length is 18.18m, Bailey bracket is set up socket joint type dish buckle type scaffold, adjustable base 1 is fixed in Bailey bracket, adjustable base 1 plugs vertical rod 5, its verticality must be controlled when vertical rod 5 is installed, prevent vertical rod 5 eccentric force, vertical rod 5 is installed cross bar 7, being inserted in the termination of cross bar 7 in vertical rod 5 makes the termination of cross bar 7 prop up the clutch disk 2 of vertical rod 5, run through little connecting hole with wedge again to strike and fasten, by brace 8 all according to taking according to counter clockwise direction group clockwise or all, brace 8 is inserted in the huge linkage hole of clutch disk 2 in vertical rod 5, run through huge linkage hole with wedge again to strike and fasten, floor heights different according to building again builds cross bar 7 and the brace 8 of the different number of plies, U-shaped adjustable bracket 6 is inserted in vertical rod 5, desired height is adjusted to again with spanner, adjustable bracket 6 exposed parts is no more than 35cm, the free end rod member long more than 35cm will increase horizon bar locking, scaffold entirety should take effective insulation measures to carry out anti-electric treatment, and lightning protection device installed by scaffold, and the impulse earthed resistance value of lightning protection device controls in 4 ohm, lightning rod is made on scaffold upright rod 5 top, and the zinc-plated circle of coating steel pipe or diameter 16mm that usable diameter 25 ~ 32mm, wall thickness are not less than 3mm makes and welds with vertical rod 5 top, exceedes vertical rod 5 tip height and is not less than 1 meter, the vertical rod 5 of all for scaffold the superiors is all connected, forms lightning-arrest network.Earthing pole in the ground device Zinc-coated angle steel of the round steel or 50*50*5 that are not less than Φ 20, often organizes between earthing pole and connects employing 40*4 galvanized flat steel.The connection of ground device should ensure that contact is reliable, when connecting in the bottom of scaffold, and application twice bolt clip, and add spring washer, with anti-loosening.Ensure that contact surface is not less than 10cm 2, the paint of contact surface and oxide layer are removed during connection, make it expose metallic luster, and be coated with neutral vaseline, the connection application welding of ground device, fusion length should meet code requirement.After ground device completes, whether meet the requirements by earth resistance meter test resistance.The position of earthing pole, the place that people not easily go to should be selected, should note simultaneously and keep certain distance (being generally not less than 3 meters) between other metal object or cable, to avoid and puncture harm, when construction period meets heavy rain, the operating personnel on scaffold should evacuate to place of safety immediately, again detect the steadiness of scaffold, need to set up different safety prevention measure according to concrete construction again.

Claims (6)

1. a spigot-and-socket dish buckle scaffold and Bailey bracket combining structure, comprise: support body main body lands vertical rod, it is characterized in that: described support body main body is landed in vertical rod and is provided with Bailey bracket, Bailey bracket is provided with spigot-and-socket dish buckle scaffold, described spigot-and-socket dish buckle scaffold comprises: adjustable base, be arranged on the vertical rod on adjustable base, safety net and staircase, described adjustable base is provided with base plate and adjustable bracket supporting plate, adjustable base is also provided with adjustable bolt, adjustable base and ground-contacting position are provided with sheeting caps, described vertical rod top is provided with adjustable bracket, in vertical rod, fixed cover is provided with clutch disk, clutch disk is provided with huge linkage hole and little connecting hole, the lever arm of vertical rod is provided with and prevents extracting pin-and-hole, cross bar is provided with between described adjacent vertical rod, cross bar is provided with pin plate, according to all according to clockwise or all counter clockwise direction being provided with brace between described adjacent vertical rod, vertical rod is also provided with inspection eye, described vertical rod is provided with lightning protection device, described lightning protection device comprises and is arranged on lightning rod in vertical rod and ground device.
2. spigot-and-socket dish buckle scaffold according to claim 1 and Bailey bracket combining structure, is characterized in that: described Bailey bracket adopts model to be the Bailey bracket of 3m*1.5m.
3. spigot-and-socket dish buckle scaffold according to claim 1 and Bailey bracket combining structure, is characterized in that: the length of described adjustable base is 100mm ~ 550mm, and adjustable distance is 300mm.
4. spigot-and-socket dish buckle scaffold according to claim 1 and Bailey bracket combining structure, is characterized in that: described adjustable bracket is U-shaped bracket, and adjustable bracket length is 100mm ~ 400mm, and adjustable distance is 300mm.
5. spigot-and-socket dish buckle scaffold according to claim 1 and Bailey bracket combining structure, is characterized in that: the length of the exposed parts of described adjustable bracket is not more than 350mm.
6. spigot-and-socket dish buckle scaffold according to claim 1 and Bailey bracket combining structure, is characterized in that: the Q235 steel plate that described base plate and adjustable bracket supporting plate all adopt thickness to be not less than 5mm is made.
CN201520786877.8U 2015-10-13 2015-10-13 Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish Expired - Fee Related CN205171971U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520786877.8U CN205171971U (en) 2015-10-13 2015-10-13 Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520786877.8U CN205171971U (en) 2015-10-13 2015-10-13 Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish

Publications (1)

Publication Number Publication Date
CN205171971U true CN205171971U (en) 2016-04-20

Family

ID=55735974

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520786877.8U Expired - Fee Related CN205171971U (en) 2015-10-13 2015-10-13 Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish

Country Status (1)

Country Link
CN (1) CN205171971U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351429A (en) * 2016-09-20 2017-01-25 中国建筑股份有限公司 Heavy support system and construction method thereof
CN113957990A (en) * 2021-11-05 2022-01-21 中建一局集团建设发展有限公司 Open field ultrahigh structure lightning protection system and node device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106351429A (en) * 2016-09-20 2017-01-25 中国建筑股份有限公司 Heavy support system and construction method thereof
CN106351429B (en) * 2016-09-20 2018-07-03 中国建筑股份有限公司 A kind of Process for Heavy Support system and its construction method
CN113957990A (en) * 2021-11-05 2022-01-21 中建一局集团建设发展有限公司 Open field ultrahigh structure lightning protection system and node device

Similar Documents

Publication Publication Date Title
CN209942196U (en) Cantilever support system for large-volume concrete structure
CN205171971U (en) Scaffold and shellfish thunder frame integrated configuration are detained to socket joint formula dish
CN205804904U (en) A kind of leveling unit
CN202831589U (en) Movable type security operating platform
CN204212450U (en) A kind of tool-type safe and convenient passage
CN205637525U (en) Interim supporting platform of super high -rise building equipment
CN204752026U (en) Tower crane escape way
CN112909742A (en) Lightning protection device for high-rise building
CN102383646A (en) Manufacturing and application for guardrail of fast assembled multifunctional distribution transformer
CN206707318U (en) A kind of construction safety column
CN204781872U (en) Regularization post reinforcement operation platform
CN204370828U (en) Tool-type protective screening
CN208056519U (en) A kind of detachable edge protection column
CN112779917A (en) Good foundation ditch side slope supporting construction of stability
CN210463622U (en) Support of balcony type solar water heater
CN207828948U (en) Curtain-type hinders sand-protecting barrier
CN203339616U (en) Aerial frame-type cable platform system
CN202117303U (en) Adjustable clamping frame
CN212743207U (en) Aluminium alloy glass barrier guardrail
CN218091902U (en) Support connection structure for civil engineering
CN103669889A (en) High-altitude safety fence for steel structure assembling and manufacturing method of high-altitude safety fence
CN213710301U (en) Guide diagonal bracing
CN204899261U (en) Simple and easy building construction safety rail guard
CN214401814U (en) Good foundation ditch side slope supporting construction of stability
CN202578100U (en) Light communication steel pipe rod

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: 20160420

Termination date: 20161013

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