CN111335605A - Integral adjustable scaffold for slope construction - Google Patents

Integral adjustable scaffold for slope construction Download PDF

Info

Publication number
CN111335605A
CN111335605A CN202010194825.7A CN202010194825A CN111335605A CN 111335605 A CN111335605 A CN 111335605A CN 202010194825 A CN202010194825 A CN 202010194825A CN 111335605 A CN111335605 A CN 111335605A
Authority
CN
China
Prior art keywords
rod
horizontal wide
horizontal
shaped
long
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.)
Granted
Application number
CN202010194825.7A
Other languages
Chinese (zh)
Other versions
CN111335605B (en
Inventor
王思长
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.)
Chongqing University of Science and Technology
Original Assignee
Chongqing University of Science and Technology
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 Chongqing University of Science and Technology filed Critical Chongqing University of Science and Technology
Priority to CN202010194825.7A priority Critical patent/CN111335605B/en
Publication of CN111335605A publication Critical patent/CN111335605A/en
Application granted granted Critical
Publication of CN111335605B publication Critical patent/CN111335605B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00Connections between parts of the scaffold
    • E04G7/02Connections between parts of the scaffold with separate coupling elements

Abstract

The invention relates to the field of construction equipment, in particular to an integral adjustable scaffold for slope construction. The method comprises the following steps: the steel wire rope comprises a horizontal wide rod, a horizontal long rod, an inclined high rod, a locking rod, a ground foot, a supporting block and a steel wire pull rope, wherein a convex block is arranged at one end of the horizontal wide rod, a groove is formed in the other end of the horizontal wide rod, the convex block and the groove can be spliced together and fixed through a pin, and an external threaded pipe is arranged on the groove; c-shaped fasteners are arranged at two ends of the horizontal long rod and can be tightly held on the horizontal wide rod; sleeves are arranged at two ends of the inclined high rod and can be sleeved on the external threaded pipes; the outer surface of the locking rod is provided with a long thread, one end of the locking rod is provided with an n-shaped fastener, two h-shaped fasteners are sleeved outside the long thread, the n-shaped fastener is buckled on the horizontal wide rod, and the h-shaped fastener is buckled on the other horizontal wide rod; the ground feet, the supporting blocks and the steel wire pull ropes are further reinforced. The invention can adjust the angle along with the side slope without dismantling and rebuilding.

Description

Integral adjustable scaffold for slope construction
Technical Field
The invention relates to the field of construction equipment, in particular to an integral adjustable scaffold for slope construction.
Background
At present, in the engineering construction process, in order to facilitate construction, a steel pipe is usually adopted to set up a scaffold, and the scaffold is welcomed by each construction company due to the flexibility of the scaffold, but due to the characteristics of the scaffold, in the slope construction process, the scaffold is relatively difficult to set up due to an inclined occasion, and once a drawing is suddenly changed in the construction process, the existing set-up inclined scaffold needs to be detached and set up again, so that time is delayed.
Disclosure of Invention
The invention discloses an integral adjustable scaffold for slope construction, which aims to solve the technical problems in the prior art, is convenient for relatively flexibly changing the inclination angle of the scaffold in the slope construction process and quickly adapts to the actual situation.
In order to achieve the above object, an aspect of the present invention provides an integral adjustable scaffold for slope construction, including: horizontal wide pole, horizontal stock, slope high pole, lock pole, lower margin, supporting shoe and steel wire stay cord. The main body of the horizontal wide rod is a hollow round tube, one end of the horizontal wide rod is provided with a cross-shaped convex block, the other end of the horizontal wide rod is provided with a cross-shaped groove, any two convex blocks of the horizontal wide rod and the groove can be spliced together to realize free extension, pin holes are arranged at corresponding positions of the convex blocks and the groove, after the two horizontal wide rods are connected together, the horizontal wide rod can be fixed through pins, and two side surfaces of the outer side of the groove and the two side surfaces of the pin holes on the same axis are respectively provided with an external threaded tube; the horizontal long rod main body is a hollow circular tube, two ends of the circular tube are respectively connected with a C-shaped fastener, one end of each C-shaped fastener is hinged with one C-shaped fastener, the inner sides of the two C-shaped fasteners are opposite, the other ends of the two C-shaped fasteners can be connected through bolts, and the two groups of C-shaped fasteners can be tightly held on the horizontal wide rods so as to connect the two parallel horizontal wide rods; the main body of the inclined high rod is a hollow round tube, two ends of the inclined high rod are respectively provided with a sleeve, the sleeves can be sleeved on the external threaded tubes and fixed through nuts, and the angle between the horizontal wide rod and the inclined high rod can be changed; the main body of the locking rod is a hollow circular tube, long threads are arranged on the outer surface of the locking rod, one end of the locking rod is provided with an n-shaped fastener, one side of the bottom end of the n-shaped fastener is hinged with a flat plate, the other side of the flat plate is connected to the other side of the bottom end of the n-shaped fastener through a bolt, two h-shaped fasteners are sleeved on the outer side of the long threads, the openings of the two h-shaped fasteners are opposite and are semicircular, two fastening nuts are arranged on the long threads and can extrude the two h-shaped fasteners together, the n-shaped fastener below the locking rod is buckled on one horizontal wide rod, the two h-shaped fasteners are buckled on the other horizontal wide rod, and the distance between the two horizontal wide rods can be changed by adjusting the positions of the two fastening nuts; the horizontal wide rod can be fixed on the ground by the ground feet; the supporting block is a metal plate hinged with a cross-shaped lug and can be inserted into the groove of the horizontal wide rod; the steel cord may be further reinforced.
The integral adjustable scaffold for slope construction provided by the technical scheme of the invention adopts a modular design, the horizontal wide rod, the horizontal long rod and the inclined high rod respectively represent the length, the width and the height of the scaffold in space, the horizontal wide rod can be freely extended, the horizontal long rod can connect a plurality of parallel horizontal wide rods to form a horizontal frame, workers can lay a construction platform on the horizontal frame for construction, the inclined high rod can connect a plurality of horizontal frames together to realize the extension in the vertical direction, and the angle change can be carried out between the inclined high rod and the horizontal wide rod, so that the integral angle adjustment of the scaffold under the action of external force is realized, the flexible adaptation to the slope angle is realized, the re-erection of the scaffold caused by the change of a construction drawing in the construction process is avoided, the time is saved, and the subsequent construction on the finished slope by changing the angle of the scaffold is also facilitated, the locking rod can lock the distance between the upper horizontal wide rod and the lower horizontal wide rod which are parallel to each other, so that the change of the whole angle in the use process is avoided, and the stability in the use process is enhanced.
In addition, the integral adjustable scaffold for slope construction provided by the technical scheme of the invention also has the following technical characteristics:
as a preferable scheme of the invention, the length of the inclined high rod is smaller than that of the horizontal wide rod, so that the locking rod cannot play a good locking effect when the inclination angle is too large.
As a preferable scheme of the invention, the length of the horizontal long rod is the same as that of the existing general construction platform, so that the horizontal long rod can be used universally.
As a preferable scheme of the invention, the groove and the convex block at the end part of the horizontal wide rod are not in a right cross shape, so that the influence of wrong insertion on use is avoided.
As a preferable scheme of the invention, the lead angle of the long thread is far smaller than the equivalent friction angle of the long thread, so that the probability of loosening the nut in the use process is reduced.
Compared with the prior art, the invention has the beneficial effects that:
the modularized design is adopted, it is more convenient in the assembling process, and for current scaffold, the assembling process is more standard, so the equipment accuracy is higher, the security in the use process is indirectly promoted, the horizontal wide rod and the inclined high rod can rotate relatively, the whole scaffold of equipment completion can adjust inclination angle at will under the exogenic action, the influence of the change of adaptation slope angle that can be better to scaffold frame, the condition that any slope angle is likely to change is avoided, the trouble that the scaffold is built again needs to be dismantled, time and cost are saved, the construction efficiency under the condition of changing the angle is improved. The invention improves the stability of the construction method through various modes, reduces the possible risks in the construction process, simultaneously reduces the contact and damage of the slope to be constructed as far as possible, and avoids the influence on the slope.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the present invention;
FIG. 3 is a horizontal broad bar of the present invention;
FIG. 4 is a horizontal long pole of the present invention;
FIG. 5 is a sloped elevation bar of the present invention;
FIG. 6 is a detent lever of the present invention;
FIG. 7 is a ground leg of the present invention;
fig. 8 is a support block of the present invention.
Wherein, the correspondence between the reference numbers and the component names in fig. 1 to 8 is:
the steel wire rope fastening device comprises a 1 horizontal wide rod, a 2 horizontal long rod, a 3 inclined high rod, a 4 locking rod, 5 anchor feet, 6 supporting blocks, a 7 steel wire rope, 101 convex blocks, 102 grooves, 103 pin holes, 104 external threaded pipes, 201C-shaped fasteners, 301 hollow sleeves, 401 long threads, 402 n-shaped fasteners, 403 flat plates, 404 h-shaped fasteners and 405 fastening nuts.
Detailed Description
In order that the above objects, features and advantages of the present invention can be more clearly understood, a more particular description of the invention will be rendered by reference to the appended drawings. It should be noted that the embodiments and features of the embodiments of the present application may be combined with each other without conflict.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, however, the present invention may be practiced otherwise than as specifically described herein, and thus the scope of the present invention is not limited by the specific embodiments disclosed below.
An integrated adjustable scaffold for slope construction according to an embodiment of the present invention will be described with reference to fig. 1 to 8.
As shown in fig. 1 to 8, an integrated adjustable scaffold for slope construction according to some embodiments of the present invention includes a horizontal wide bar 1, a horizontal long bar 2, an inclined high bar 3, a locking bar 4, ground feet 5, a support block 6, and a wire rope 7. The main body of the horizontal wide rod 1 is a hollow cylindrical steel pipe, one end of the hollow cylindrical steel pipe is provided with a square convex block 101 with a cross-shaped section, the other end of the hollow cylindrical steel pipe is provided with a cross-shaped groove 102 corresponding to the convex block 101, the convex block 101 and the groove 102 of any two horizontal wide rods 1 can be inserted together, thereby realizing the free extension of the length of the horizontal wide rods, a pin hole 103 is formed in a horizontal direction perpendicular to the plugging direction at the corresponding position of the projection 101 and the groove 102, after the two horizontal wide rods 1 are connected together, a pin can penetrate through the pin hole 103, the two connected horizontal wide rods 1 are fixed through the pin, the two adjacent horizontal wide rods 1 are prevented from falling off, the left side and the right side of the groove 102 and the side face of the pin hole 103 on the same axis are respectively provided with an external threaded pipe 104, and the external threaded pipe 104 is a threaded tubular structure and can bear certain bending force and extrusion force; the main body of the horizontal long rod 2 is also a hollow cylinder steel pipe, two ends of the hollow cylinder are respectively connected with a C-shaped fastener 201, the opening direction of the C-shaped fastener 201 is perpendicular to the axis direction of the horizontal long rod 2, the opening of the C-shaped fastener 201 is semicircular, one end of each C-shaped fastener 201 is hinged with a C-shaped fastener 201, the inner sides of the two C-shaped fasteners 201 are opposite, and the other ends of the two C-shaped fasteners 201 can be connected through bolts, so that a dismountable circular hole can be formed, two groups of C-shaped fasteners 201 can be tightly held on the horizontal wide rod 1, so that the two parallel horizontal wide rods 1 are connected and expanded continuously, a frame plane can be generated, a working platform can be paved on the plane for construction personnel to stand, the length of the horizontal long rod 2 is the same as that of the existing general construction platform, can be used universally; the main body of the inclined high rod 3 is also a hollow cylindrical steel pipe, two ends of each inclined high rod 3 are respectively provided with a cylindrical hollow sleeve 301, the axis of each sleeve 301 is perpendicular to the axis of each inclined high rod 3, each sleeve 301 can be sleeved on the outer threaded pipe 104 and fixed through a nut, so that the horizontal wide rod 1 and the inclined high rods 3 are connected together, the angle between the horizontal wide rod 1 and the inclined high rods 3 is variable, the length of each inclined high rod 3 is smaller than that of the horizontal wide rod 1, and the locking rod cannot play a good locking effect when the inclination angle is too large is avoided; the main body of the locking rod 4 is also a hollow cylindrical thick-wall steel pipe, a long thread 401 is arranged on the outer surface of the locking rod 4 and penetrates through the whole outer surface of the locking rod 4, one end of the locking rod 4 is provided with an n-shaped fastener 402, one side of the bottom end of the n-shaped fastener 402 is hinged with a flat plate 403, the other side of the flat plate 403 is connected with the other side of the bottom end of the n-shaped fastener 401 through a bolt, the n-shaped fastener can be sleeved on the horizontal wide rod 1 and can freely move on the horizontal wide rod 1, two h-shaped fasteners 404 are sleeved outside the long thread 401 and can freely slide on the locking rod 4, the openings of the two h-shaped fasteners 404 are opposite and are semicircular, the two h-shaped fasteners 404 are attached together to form a circle, two fastening nuts 405 are arranged on the long thread 401, the two h-shaped fasteners 404 can be extruded together by rotating the fastening nuts 405, the n-shaped fastener 401 below the locking rod 4 is fastened on the horizontal, the two h-shaped fasteners 404 are buckled on the other horizontal wide rod, the horizontal wide rod 1 can be clamped by rotating the two fastening nuts 405 in the opposite direction, the distance between the upper horizontal wide rod 1 and the lower horizontal wide rod 1 can be changed by rotating the two fastening nuts 405 in the same direction, and the locking of the angle between the horizontal wide rod 1 and the inclined high rod 3 can be further realized; the ground feet 5 are inverted V-shaped metal castings and can be buckled on the horizontal wide rods 1, and the horizontal wide rods 1 are fixed on the ground in a bolt connection mode, a cement pouring mode and the like; the supporting block 6 is a circular metal plate, a cross-shaped convex block which is the same as the horizontal wide rod 1 is hinged behind the metal plate, the convex block can be inserted into a groove of the horizontal wide rod, and the metal plate can be supported on a side slope, so that the stability is enhanced; the steel wire rope 7 is used for fixedly connecting the invention with surrounding objects to further reinforce the invention.
Further, the groove 102 and the projection 101 at the end of the horizontal wide rod 1 are not in a right cross shape, so that the influence of wrong insertion on use is avoided. The lead angle of long thread 401 is much less than the equivalent friction angle of long thread 401, reducing the chance of loosening of the tightening nut 405 during use.
The using method comprises the following steps: the convex blocks 101 and the grooves 102 of a plurality of horizontal wide rods 1 are sequentially connected end to form longer wide rods according to needs, a plurality of wide rods are arranged in parallel, a horizontal long rod 2 is used for connecting between every two adjacent horizontal wide rods 1, a C-shaped fastener 201 of the horizontal long rod 2 is buckled on the horizontal wide rods 1, a plurality of horizontal wide rods 1 and the horizontal long rod 2 are mutually combined to form a frame for horizontal construction, a sleeve 301 of an inclined high rod 3 is sleeved on an external threaded pipe 104 of the horizontal wide rods 1 and can rotate randomly, a scaffold for construction can be formed by continuously and sequentially splicing, the angle of the scaffold can be adjusted under the action of external force, a locking rod 4 is placed between the upper and lower adjacent horizontal wide rods 1, an n-shaped fastener 402 of the locking rod 4 is buckled on the horizontal wide rod 1 below, and an h-shaped fastener 404 is buckled on the horizontal wide rod 1 above, so that the inclination angle of the scaffold is locked. The scaffold is fixed on the ground through the ground feet 5, the supporting block 6 is inserted into the end part of the horizontal wide rod 1, the supporting block 6 can lean against the surface of a side slope, the steel wire pull rope is used for connecting the scaffold with other buildings, the stability is further improved, and finally a construction platform is laid on the built scaffold for use. When angle regulation is needed, the angle regulation can be carried out only by detaching the steel wire pull rope 7 and the locking rod 4.
In the present invention, the terms "first", "second", "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance: the term "plurality" means two or more unless expressly limited otherwise. The terms "mounted," "connected," "fixed," and the like are to be construed broadly, and for example, "connected" may be a fixed connection, a removable connection, or an integral connection; "coupled" may be direct or indirect through an intermediary. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
In the description herein, the description of the terms "one embodiment," "some embodiments," "specific embodiments," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. Throughout this specification, the schematic representations of the terms used above do not necessarily refer to the same implementation or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, etc. within the spirit and principle of the present invention should be included in the protection scope of the present invention.
In the present invention, the terms "upper", "lower", "left", "right", "middle", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting.

Claims (5)

1. The utility model provides a slope construction is with whole adjustable scaffold frame which characterized in that includes: the steel wire rope comprises a horizontal wide rod, a horizontal long rod, an inclined high rod, a locking rod, feet, a supporting block and a steel wire rope, wherein one end of the horizontal wide rod is provided with a cross-shaped convex block, the other end of the horizontal wide rod is provided with a cross-shaped groove, the convex blocks and the grooves of any two horizontal wide rods can be spliced together, pin holes are formed in the corresponding positions of the convex blocks and the grooves and can be fixed through pins, and two outer threaded pipes are respectively arranged on the outer side of each groove and two side faces of each pin hole on the same axis; the two ends of the horizontal long rod are respectively connected with a C-shaped fastener, one end of each C-shaped fastener is hinged with one C-shaped fastener, the inner sides of the two C-shaped fasteners are opposite, the other ends of the two C-shaped fasteners can be connected through bolts, and the two groups of C-shaped fasteners can be tightly held on the horizontal wide rod; two ends of the inclined high rod are respectively provided with a sleeve, and the sleeves can be sleeved on the external threaded pipes and fixed through nuts; the outer surface of the locking rod is provided with long threads, one end of the locking rod is provided with an n-shaped fastener, one side of the bottom end of the n-shaped fastener is hinged with a flat plate, the other side of the flat plate is connected to the other side of the bottom end of the n-shaped fastener through a bolt, two h-shaped fasteners are sleeved on the outer side of the long threads, the openings of the two h-shaped fasteners are opposite and are semicircular, two fastening nuts are arranged on the long threads and can extrude the two h-shaped fasteners together, the n-shaped fastener below the locking rod is buckled on one horizontal wide rod, and the two h-shaped fasteners are buckled on the other horizontal wide rod; the horizontal wide rod can be fixed on the ground by the ground feet; the supporting block is a metal plate hinged with a cross-shaped lug and can be inserted into the groove of the horizontal wide rod; the steel cord may be further reinforced.
2. The integral adjustable scaffold for slope construction according to claim 1, wherein: the length of the inclined high rod is smaller than that of the horizontal wide rod.
3. The integral adjustable scaffold for slope construction according to claim 1, wherein: the length of the horizontal long rod is the same as that of the existing general construction platform.
4. The integral adjustable scaffold for slope construction according to claim 1, wherein: the groove and the projection at the end of the horizontal wide rod are not in the shape of a right cross.
5. The integral adjustable scaffold for slope construction according to claim 1, wherein: the lead angle of the long thread is much less than the equivalent friction angle of the long thread.
CN202010194825.7A 2020-03-19 2020-03-19 Integral adjustable scaffold for slope construction Expired - Fee Related CN111335605B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010194825.7A CN111335605B (en) 2020-03-19 2020-03-19 Integral adjustable scaffold for slope construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010194825.7A CN111335605B (en) 2020-03-19 2020-03-19 Integral adjustable scaffold for slope construction

Publications (2)

Publication Number Publication Date
CN111335605A true CN111335605A (en) 2020-06-26
CN111335605B CN111335605B (en) 2021-07-02

Family

ID=71180268

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010194825.7A Expired - Fee Related CN111335605B (en) 2020-03-19 2020-03-19 Integral adjustable scaffold for slope construction

Country Status (1)

Country Link
CN (1) CN111335605B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112459471A (en) * 2020-11-30 2021-03-09 中国二十二冶集团有限公司 Beam slab support construction method
CN114856143A (en) * 2022-05-17 2022-08-05 中国长江电力股份有限公司 Hydropower station flood discharge flow passage self-adaptive fast-assembling maintenance platform and installation method

Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3242570A1 (en) * 1981-12-01 1983-06-09 Rund-Stahl-Bau GmbH, 6900 Bregenz Scaffolding
JPS644024B2 (en) * 1983-07-14 1989-01-24 Daiho Kensetsu
JPH11100986A (en) * 1997-09-25 1999-04-13 Terasawa Koumuten:Kk Temporarily set staircase
WO2004106667A1 (en) * 2003-06-02 2004-12-09 Eti Stowers Portable work stand
US20080142302A1 (en) * 2006-12-14 2008-06-19 World Way Safety S.R.O. Step for temporary installation
JP4651450B2 (en) * 2005-05-16 2011-03-16 株式会社国元商会 Scaffolding plate support device
KR101712804B1 (en) * 2016-01-13 2017-03-07 한국동서발전(주) truss thrust Offset and reinforce device
CN208088806U (en) * 2018-04-04 2018-11-13 成都固美装饰工程有限公司 A kind of convenience and can flexible assembling scaffold
CN109083391A (en) * 2018-09-11 2018-12-25 广州达蒙安防科技有限公司 Suitable for tilting the elevating scaffold of building sides
CN109281462A (en) * 2018-11-09 2019-01-29 十九冶成都建设有限公司 The scaffold support pedestal of variable-angle
CN208456071U (en) * 2017-12-20 2019-02-01 广东省输变电工程有限公司 A kind of operation work platform suitable for steep slope topography
CN109555299A (en) * 2019-01-16 2019-04-02 南京机电职业技术学院 A kind of adjustable height and the scaffold used on inclined-plane
CN109653479A (en) * 2019-01-09 2019-04-19 中国冶集团有限公司 The whole adjustable scaffold of side slope construction
CN209066835U (en) * 2018-11-07 2019-07-05 钱飞丞 Skyscraper building-supporting frame
CN110528850A (en) * 2018-05-25 2019-12-03 何英 A kind of Slope angle adjustment method of construction platform
CN209817381U (en) * 2019-03-04 2019-12-20 中交路桥建设有限公司 Liftable formula side slope construction platform
CN110593548A (en) * 2019-10-10 2019-12-20 河北国信升安贸易有限公司 Inclined type lifting climbing frame with triple anti-falling mechanisms and adjustable angle and lifting method thereof
CN209942194U (en) * 2019-04-17 2020-01-14 中铁上海设计院集团有限公司 A operation platform for side slope reconnaissance
CN210086779U (en) * 2019-04-26 2020-02-18 南京林业大学 Civil engineering construction support

Patent Citations (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3242570A1 (en) * 1981-12-01 1983-06-09 Rund-Stahl-Bau GmbH, 6900 Bregenz Scaffolding
JPS644024B2 (en) * 1983-07-14 1989-01-24 Daiho Kensetsu
JPH11100986A (en) * 1997-09-25 1999-04-13 Terasawa Koumuten:Kk Temporarily set staircase
WO2004106667A1 (en) * 2003-06-02 2004-12-09 Eti Stowers Portable work stand
JP4651450B2 (en) * 2005-05-16 2011-03-16 株式会社国元商会 Scaffolding plate support device
US20080142302A1 (en) * 2006-12-14 2008-06-19 World Way Safety S.R.O. Step for temporary installation
KR101712804B1 (en) * 2016-01-13 2017-03-07 한국동서발전(주) truss thrust Offset and reinforce device
CN208456071U (en) * 2017-12-20 2019-02-01 广东省输变电工程有限公司 A kind of operation work platform suitable for steep slope topography
CN208088806U (en) * 2018-04-04 2018-11-13 成都固美装饰工程有限公司 A kind of convenience and can flexible assembling scaffold
CN110528850A (en) * 2018-05-25 2019-12-03 何英 A kind of Slope angle adjustment method of construction platform
CN109083391A (en) * 2018-09-11 2018-12-25 广州达蒙安防科技有限公司 Suitable for tilting the elevating scaffold of building sides
CN209066835U (en) * 2018-11-07 2019-07-05 钱飞丞 Skyscraper building-supporting frame
CN109281462A (en) * 2018-11-09 2019-01-29 十九冶成都建设有限公司 The scaffold support pedestal of variable-angle
CN109653479A (en) * 2019-01-09 2019-04-19 中国冶集团有限公司 The whole adjustable scaffold of side slope construction
CN109555299A (en) * 2019-01-16 2019-04-02 南京机电职业技术学院 A kind of adjustable height and the scaffold used on inclined-plane
CN209817381U (en) * 2019-03-04 2019-12-20 中交路桥建设有限公司 Liftable formula side slope construction platform
CN209942194U (en) * 2019-04-17 2020-01-14 中铁上海设计院集团有限公司 A operation platform for side slope reconnaissance
CN210086779U (en) * 2019-04-26 2020-02-18 南京林业大学 Civil engineering construction support
CN110593548A (en) * 2019-10-10 2019-12-20 河北国信升安贸易有限公司 Inclined type lifting climbing frame with triple anti-falling mechanisms and adjustable angle and lifting method thereof

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
余义保等: "阿尔塔什面板坝高边坡支护脚手架的设计及应用", 《四川水力发电》 *
常鹏程等: "降雨入渗作用下边坡滑坡室内模型试验设计", 《内蒙古煤炭经济》 *
李安良: "丹达河水电站坝肩高边坡施工脚手架的设计与搭设", 《广西水利水电》 *
韩伟伟等: "高陡边坡支护扣件式脚手架的安全与施工技术", 《住宅与房地产》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112459471A (en) * 2020-11-30 2021-03-09 中国二十二冶集团有限公司 Beam slab support construction method
CN114856143A (en) * 2022-05-17 2022-08-05 中国长江电力股份有限公司 Hydropower station flood discharge flow passage self-adaptive fast-assembling maintenance platform and installation method

Also Published As

Publication number Publication date
CN111335605B (en) 2021-07-02

Similar Documents

Publication Publication Date Title
CN111335605B (en) Integral adjustable scaffold for slope construction
CN112696012A (en) Wall column template device capable of being spliced
CN102877635A (en) Improved scaffold
CN109252680B (en) Mounting method of fixing frame for building construction
CN109252651B (en) Fixing frame structure for building construction
CN114182820B (en) Energy-saving assembly type steel body frame structure
AU2021386882A1 (en) Prop system
CN210067436U (en) Formwork support for steel structure floor slab construction
CN220058310U (en) Assembled steel structure frame
CN113152879B (en) A formwork support for construction
CN220059030U (en) Top support frame device
CN214995876U (en) Connecting fastener for connecting parallel double steel pipes and single steel pipe on scaffold vertically
CN215254596U (en) Wall column template device capable of being spliced
CN214626280U (en) Hanging bracket
CN218933875U (en) Vertical pump line fixing device
CN114395976B (en) Stepless-adjustment bailey piece support construction method
CN220725726U (en) Scaffold frame bearing structure subassembly encorbelments is detained to dish
CN210976573U (en) Light construction frame for low-rise building
CN218815124U (en) Hanging basket device for erecting on high-rise building slope roof
CN220266577U (en) Assembly type supporting component with ball type joint
CN213869203U (en) Erect pole lodging mechanism
CN113107176B (en) Method for erecting slope operation platform with various gradients
CN219711104U (en) Adjustable centering jacking of steel pipe scaffold
CN216444909U (en) Four-oil-cylinder jacking device of tower crane
CN218947509U (en) Prefabricated T beam template bolt reinforcement spanner

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20210702

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