CN107795133B - Integral protective frame platform and construction method thereof - Google Patents
Integral protective frame platform and construction method thereof Download PDFInfo
- Publication number
- CN107795133B CN107795133B CN201711242888.XA CN201711242888A CN107795133B CN 107795133 B CN107795133 B CN 107795133B CN 201711242888 A CN201711242888 A CN 201711242888A CN 107795133 B CN107795133 B CN 107795133B
- Authority
- CN
- China
- Prior art keywords
- frame
- vertical face
- auxiliary beam
- protective frame
- horizontal
- 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.)
- Active
Links
- 230000001681 protective effect Effects 0.000 title claims abstract description 49
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000003466 welding Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000000034 method Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 13
- 230000007306 turnover Effects 0.000 abstract description 9
- 230000009466 transformation Effects 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 3
- 238000007599 discharging Methods 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/166—Landings, receiving platforms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses an integral type protective frame platform and a construction method thereof, wherein the integral type protective frame platform comprises a vertical face frame and a horizontal frame, and the horizontal frames are arranged at the two ends and the middle position between the two vertical face frames; the vertical face frame comprises two main beams which are vertically arranged, and connecting pipes are arranged at the upper end and the lower end of each main beam; a vertical face cross beam is arranged between the main beams; the horizontal frame comprises a first auxiliary beam and a second auxiliary beam, a third auxiliary beam is arranged between the first auxiliary beams, lifting hooks are arranged on the first auxiliary beam and the second auxiliary beam at the top end, and a horizontal protection net is embedded on the horizontal frame. The use of the protective frame platform realizes the transformation from the traditional overhanging type unloading platform to the direct unloading of the turnover material through the unloading operation of the outer scaffold, and omits the assembly and disassembly of a loading channel; according to the invention, the protection frame platform is used, so that workers can directly transfer materials into the material table without passing through the outer frame, the manual feeding environment of the storey turnover materials is improved, and the personal safety of the workers is ensured.
Description
Technical Field
The invention belongs to the technical field of construction of constructional engineering, and particularly relates to an integral protective frame platform and a construction method thereof.
Background
When the main body of the high-rise building structure is constructed, in order to solve the turnover of turnover materials such as templates, battens, upright poles and the like in the construction process, an overhanging type unloading platform is often adopted for unloading and turnover. The three-layer protection frame body on the traditional overhanging type unloading platform is a scattered support and scattered disassembly protection system and is complex, a large amount of manpower and material resources are often required to be spent in construction and construction, so that the construction efficiency of a building is low, meanwhile, the protection system cannot be integrally and circularly installed, and can only be assembled before use and disassembled for transportation and reassembling after use, so that the construction efficiency is greatly reduced, and the construction period is prolonged.
Disclosure of Invention
The invention aims to solve the technical problems that: the integral type protective frame platform and the construction process thereof have the advantages of standardization, high dismounting speed, high turnover utilization rate, convenient construction, safety and stability, meeting the requirements of environmental protection, energy conservation and green construction, and having wide popularization and application prospects and obvious economic and social benefits.
The aim of the invention can be achieved by the following technical scheme:
an integral type protective frame platform comprises a vertical face frame and a horizontal frame, wherein the horizontal frame is arranged at two ends and the middle position between the vertical face frames.
The vertical face frame comprises two main beams which are vertically arranged, and connecting pipes are arranged at the upper end and the lower end of each main beam; a vertical face cross beam is arranged between the main beams; only one elevation frame is embedded with an elevation protection net.
The horizontal frame comprises a first auxiliary beam and a second auxiliary beam, a third auxiliary beam is arranged between the first auxiliary beams, lifting hooks are arranged on the first auxiliary beam and the second auxiliary beam at the top end, and a horizontal protection net is embedded on the horizontal frame.
And two ends of the first auxiliary beam are connected with two main beams in the vertical face frame.
Two ends of the second auxiliary beam are connected with two adjacent main beams in the two vertical face frames.
The construction method of the integral protective frame platform comprises the following steps:
s1: fixedly connecting the main beam, the first auxiliary beam, the second auxiliary beam and the vertical face cross beam in a welding mode to form a main body frame of the overhanging type unloading platform;
s2: respectively embedding the elevation protection net and the horizontal protection net on the elevation frame and the horizontal frame in a welding mode;
s3: welding a third secondary beam between the first secondary beams;
s4: welding connecting pipes at two ends of the main beam;
s5: the lifting hook is welded on a first auxiliary beam and a second auxiliary beam at the top end in a double-sided full-welding mode;
s6: lifting the assembled protective frame to the position right above the reserved position by using a tower crane, after the protective frame is stable, lowering the protective frame to the position of the appointed floor at a constant speed, and then connecting and fixing the connecting pipe and the outer scaffold tightly by an operator;
s7: when the protective frame is detached, the protective frame is lifted by using the tower crane, a steel wire rope for lifting is tensioned, and a worker removes the connection between the connecting pipe and the outer scaffold after tensioning;
s8: after the protective frame is dismantled, the protective frame is lifted to a transfer site for standby by utilizing a tower crane.
When the protective frame platforms are lifted and installed, the protective frame platforms can be mutually overlapped and installed.
The invention has the beneficial effects that:
1. the protection frame platform is an integral type shaping scaffold for protection, has good overall performance, can be used by tower crane turnover, saves construction period and reduces construction cost;
2. the use of the protective frame platform realizes the transformation from the traditional overhanging type unloading platform to the direct unloading of the turnover material through the unloading operation of the outer scaffold, and omits the assembly and disassembly of a loading channel;
3. according to the invention, the protection frame platform is used, so that workers can directly transfer materials into the material table without passing through the outer frame, the manual feeding environment of the storey turnover materials is improved, the personal safety of the workers is ensured, meanwhile, the labor is saved, and the construction cost is reduced;
4. the use of the protective frame platform saves the overhanging length of the traditional overhanging discharging platform penetrating through the outer scaffold section, as shown in fig. 7, greatly reduces the moment of the anchoring section behind the discharging platform, reduces the stress of the anchoring end on the floor, improves the stress condition of the floor structure, achieves the purpose of protecting the structure, saves materials, and reduces the cost.
Drawings
The invention is further described below with reference to the accompanying drawings.
FIG. 1 is a schematic perspective view of a protective frame according to the present invention;
FIG. 2 is a front view of the guard frame of the present invention;
FIG. 3 is a top view of the protective frame of the present invention;
FIG. 4 is a side view of the guard frame of the present invention;
FIG. 5 is a schematic illustration of a guard frame application of the present invention;
FIG. 6 is a schematic diagram of a guard frame application of the present invention;
fig. 7 is a schematic structural view of the overhanging type discharging platform and the protective frame of the invention when being matched for use.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
An integral type protection frame platform comprises a vertical face frame 1 and a horizontal frame 2, wherein the horizontal frame 2 is arranged at two ends and the middle position between the two vertical face frames 1.
The vertical face frame 1 comprises two vertical main beams 11, connecting pipes 12 are arranged at the upper end and the lower end of the main beams 11, and vertical face cross beams 13 are arranged between the main beams 11; only one elevation frame 1 is embedded with an elevation protection net 14.
The horizontal frame 2 comprises a first auxiliary beam 21 and a second auxiliary beam 22, a third auxiliary beam 23 is arranged between the first auxiliary beams 21, lifting hooks 24 are arranged on the first auxiliary beam 21 and the second auxiliary beam 22 at the top end, and a horizontal protective screen 25 is embedded on the horizontal frame 2. Wherein, two ends of the first auxiliary beam 21 are connected with two main beams 11 in the vertical face frame 1, and two ends of the second auxiliary beam 22 are connected with two adjacent main beams 11 in the two vertical face frames 1.
The construction method of the integral protective frame platform comprises the following steps:
s1: the main beam 11, the first auxiliary beam 21, the second auxiliary beam 22 and the vertical face cross beam 13 are fixedly connected in a welding mode to form a main body frame of the overhanging type unloading platform;
s2: the vertical face protective net 14 and the horizontal protective net 25 are respectively embedded into the vertical face frame 1 and the horizontal frame 2 in a welding mode;
s3: welding a third secondary beam 23 between the first secondary beams 21;
s4: welding the connecting pipes 12 at both ends of the main beam 11;
s5: the lifting hooks 24 are welded on the first auxiliary beam 21 and the second auxiliary beam 22 at the top end in a double-sided full-welding mode;
s6: lifting the assembled protective frame to the position right above the reserved position by using a tower crane, after the protective frame is stable as shown in fig. 5, lowering the protective frame to the designated floor position at a constant speed, and then connecting and fixing the connecting pipe 12 and the outer scaffold by an operator;
s7: when the protective frame is disassembled, as shown in fig. 6, the protective frame is lifted by a tower crane, a steel wire rope for lifting is tensioned, and a worker disassembles the connection between the connecting pipe 12 and the outer scaffold after tensioning;
s8: after the protective frame is dismantled, the protective frame is lifted to a transfer site for standby by utilizing a tower crane.
As shown in fig. 5 and 6, when the protective frame platform is lifted and installed, a plurality of protective frame platforms can be mutually overlapped and installed.
In the description of the present specification, the descriptions of the terms "one embodiment," "example," "specific example," and the like, mean 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 present invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiments or examples. 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 foregoing has shown and described the basic principles, principal features and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present invention, and various changes and modifications may be made without departing from the spirit and scope of the invention, which is defined in the appended claims.
Claims (2)
1. The construction method of the integral type protective frame platform is characterized in that the protective frame platform comprises a vertical face frame (1) and a horizontal frame (2), and the horizontal frames (2) are arranged at two ends and the middle position between the two vertical face frames (1);
the vertical face frame (1) comprises two main beams (11) which are vertically arranged, and connecting pipes (12) are arranged at the upper end and the lower end of each main beam (11); the connecting pipe (12) is connected with the outer scaffold, and a vertical face cross beam (13) is arranged between the main beams (11); only one elevation frame (1) is embedded with an elevation protection net (14);
the horizontal frame (2) comprises a first auxiliary beam (21) and a second auxiliary beam (22), a third auxiliary beam (23) is arranged between the first auxiliary beams (21), lifting hooks (24) are arranged on the first auxiliary beam (21) and the second auxiliary beam (22) at the top end, and a horizontal protective net (25) is embedded on the horizontal frame (2);
the construction method of the integral protective frame platform comprises the following steps:
s1: the main beam (11), the first auxiliary beam (21), the second auxiliary beam (22) and the vertical face cross beam (13) are fixedly connected in a welding mode to form a main body frame of the overhanging type unloading platform;
s2: the vertical face protective net (14) and the horizontal protective net (25) are respectively embedded into the vertical face frame (1) and the horizontal frame (2) in a welding mode;
s3: welding a third secondary beam (23) between the first secondary beams (21);
s4: welding connecting pipes (12) at two ends of the main beam (11);
s5: the lifting hook (24) is welded on the first auxiliary beam (21) and the second auxiliary beam (22) at the top end in a double-sided full-welding mode;
s6: lifting the assembled protective frame to the position right above the reserved position by using a tower crane, after the protective frame is stable, lowering the protective frame to the position of the appointed floor at a constant speed, and then connecting and fixing the connecting pipe (12) and the outer scaffold by an operator;
s7: when the protective frame is detached, the protective frame is lifted by using the tower crane, a steel wire rope for lifting is tensioned, and a worker removes the connection between the connecting pipe (12) and the outer scaffold after tensioning;
s8: after the protective frame is dismantled, the protective frame is lifted to a transfer site for standby by using a tower crane;
two ends of the first auxiliary beam (21) are connected with two main beams (11) in the vertical face frame (1);
two ends of the second auxiliary beam (22) are connected with two adjacent main beams (11) in the two vertical face frames (1).
2. The method of claim 1, wherein the frame platforms are stacked upon one another during the lifting installation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242888.XA CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711242888.XA CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107795133A CN107795133A (en) | 2018-03-13 |
| CN107795133B true CN107795133B (en) | 2024-03-22 |
Family
ID=61537275
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711242888.XA Active CN107795133B (en) | 2017-11-30 | 2017-11-30 | Integral protective frame platform and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107795133B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590149B (en) * | 2018-03-27 | 2023-11-21 | 中国建筑第八工程局有限公司 | Construction protection operation frame |
| CN109798139B (en) * | 2019-01-31 | 2020-04-17 | 中铁十四局集团建筑工程有限公司 | Frame structure suitable for protection of giant karst cave and construction method thereof |
Citations (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4444289A (en) * | 1983-01-04 | 1984-04-24 | Jungman Emil A | Construction platform and method |
| JPH09158466A (en) * | 1995-12-06 | 1997-06-17 | Daisan:Kk | Hanging frame device for temporary scaffold |
| JP2005171703A (en) * | 2003-12-15 | 2005-06-30 | Alinco Inc | Suspended scaffolding |
| CN201420385Y (en) * | 2009-04-29 | 2010-03-10 | 中铁十局集团有限公司 | Overhanging type unloading platform for building construction |
| AU2009222526A1 (en) * | 2008-09-30 | 2010-04-15 | Grocon Pty Limited | Lifting apparatus for a building under construction |
| CN102134908A (en) * | 2011-01-13 | 2011-07-27 | 中建钢构有限公司 | Horizontal channel equipment and installation method thereof |
| CN202017347U (en) * | 2011-04-18 | 2011-10-26 | 南通长城建筑安装工程有限公司 | Externally-hung discharging platform device |
| CN102505844A (en) * | 2011-10-29 | 2012-06-20 | 李欣 | Plug-in discharging platform |
| CN202467145U (en) * | 2012-03-26 | 2012-10-03 | 重庆建工脚手架有限公司 | Discharging platform of whole lifting-lowering outer frame |
| JP3180873U (en) * | 2012-10-15 | 2013-01-17 | 有限会社菅金組 | Repair scaffold |
| CA2848005A1 (en) * | 2012-10-25 | 2014-04-25 | Mark Alan PRUSKAUER | Hoisting platform system |
| CN203769325U (en) * | 2014-04-08 | 2014-08-13 | 中建安装工程有限公司 | Discharging platform for industrial installation |
| CN204401999U (en) * | 2015-01-09 | 2015-06-17 | 中国十九冶集团有限公司 | Climbing scaffold with unloading platform |
| CN204626998U (en) * | 2015-04-13 | 2015-09-09 | 江苏踏业新材料科技有限公司 | A kind of attached lift scaffold discharging platform |
| CN204782013U (en) * | 2015-06-11 | 2015-11-18 | 中国建筑第二工程局有限公司 | Construction site platform of unloading |
| CN204826659U (en) * | 2015-05-21 | 2015-12-02 | 中建三局第三建设工程有限责任公司 | Light well steel platform of unloading |
| CN204899247U (en) * | 2015-08-19 | 2015-12-23 | 中建市政工程有限公司 | Building site stirrup shipment hanging flower basket device |
| CN105239765A (en) * | 2015-10-26 | 2016-01-13 | 中国建筑股份有限公司 | Foldable multifunctional overhanging unloading platform |
| CN205012673U (en) * | 2015-10-10 | 2016-02-03 | 中建三局集团有限公司 | Superelevation layer steel bar truss combination floor reinforcing bar marine leg |
| CN205222444U (en) * | 2015-11-06 | 2016-05-11 | 中国十七冶集团有限公司 | A collection dress self -discharging case that is used for short steel pipe of handling scaffold |
| CN205243038U (en) * | 2015-11-20 | 2016-05-18 | 中国建筑第六工程局有限公司 | Simple and easy building block hoisting accessory |
| CN105672675A (en) * | 2016-03-28 | 2016-06-15 | 中国建筑第二工程局有限公司 | Size-adjustable material lifting device and construction method thereof |
| CN105863280A (en) * | 2016-04-14 | 2016-08-17 | 海通建设集团有限公司 | Self-elevating unloading platform |
| CN205654061U (en) * | 2016-04-21 | 2016-10-19 | 中铁建设集团有限公司 | Platform of unloading of can assembledly encorbelmenting |
| CN106223627A (en) * | 2016-08-31 | 2016-12-14 | 中建四局第三建筑工程有限公司 | A kind of portable discharging platform |
| CN205955236U (en) * | 2016-08-30 | 2017-02-15 | 浙江国泰建设集团有限公司 | Container formula of taking pulley platform of unloading of encorbelmenting |
| CN206000179U (en) * | 2016-08-26 | 2017-03-08 | 中国建筑第五工程局有限公司广州分公司 | A kind of discharging platform |
| CN106592950A (en) * | 2016-12-13 | 2017-04-26 | 中国二冶集团有限公司 | Erecting method of elevator well construction and operation platform |
| CN206158207U (en) * | 2016-11-07 | 2017-05-10 | 中国建筑第七工程局有限公司 | Construction is with platform of unloading |
| CN106760451A (en) * | 2016-11-21 | 2017-05-31 | 成都建筑工程集团总公司 | The combination constructing method thereof that the collapsible operation of assembled architecture construction and discharging platform are lifted with tool type stairs |
| CN206205413U (en) * | 2016-11-21 | 2017-05-31 | 成都建筑工程集团总公司 | The collapsible operation of assembled architecture staircase dismounting lifting easy to install and discharging platform |
| CN207553617U (en) * | 2017-11-30 | 2018-06-29 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform |
-
2017
- 2017-11-30 CN CN201711242888.XA patent/CN107795133B/en active Active
Patent Citations (32)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4444289A (en) * | 1983-01-04 | 1984-04-24 | Jungman Emil A | Construction platform and method |
| JPH09158466A (en) * | 1995-12-06 | 1997-06-17 | Daisan:Kk | Hanging frame device for temporary scaffold |
| JP2005171703A (en) * | 2003-12-15 | 2005-06-30 | Alinco Inc | Suspended scaffolding |
| AU2009222526A1 (en) * | 2008-09-30 | 2010-04-15 | Grocon Pty Limited | Lifting apparatus for a building under construction |
| CN201420385Y (en) * | 2009-04-29 | 2010-03-10 | 中铁十局集团有限公司 | Overhanging type unloading platform for building construction |
| CN102134908A (en) * | 2011-01-13 | 2011-07-27 | 中建钢构有限公司 | Horizontal channel equipment and installation method thereof |
| CN202017347U (en) * | 2011-04-18 | 2011-10-26 | 南通长城建筑安装工程有限公司 | Externally-hung discharging platform device |
| CN102505844A (en) * | 2011-10-29 | 2012-06-20 | 李欣 | Plug-in discharging platform |
| CN202467145U (en) * | 2012-03-26 | 2012-10-03 | 重庆建工脚手架有限公司 | Discharging platform of whole lifting-lowering outer frame |
| JP3180873U (en) * | 2012-10-15 | 2013-01-17 | 有限会社菅金組 | Repair scaffold |
| CA2848005A1 (en) * | 2012-10-25 | 2014-04-25 | Mark Alan PRUSKAUER | Hoisting platform system |
| CN203769325U (en) * | 2014-04-08 | 2014-08-13 | 中建安装工程有限公司 | Discharging platform for industrial installation |
| CN204401999U (en) * | 2015-01-09 | 2015-06-17 | 中国十九冶集团有限公司 | Climbing scaffold with unloading platform |
| CN204626998U (en) * | 2015-04-13 | 2015-09-09 | 江苏踏业新材料科技有限公司 | A kind of attached lift scaffold discharging platform |
| CN204826659U (en) * | 2015-05-21 | 2015-12-02 | 中建三局第三建设工程有限责任公司 | Light well steel platform of unloading |
| CN204782013U (en) * | 2015-06-11 | 2015-11-18 | 中国建筑第二工程局有限公司 | Construction site platform of unloading |
| CN204899247U (en) * | 2015-08-19 | 2015-12-23 | 中建市政工程有限公司 | Building site stirrup shipment hanging flower basket device |
| CN205012673U (en) * | 2015-10-10 | 2016-02-03 | 中建三局集团有限公司 | Superelevation layer steel bar truss combination floor reinforcing bar marine leg |
| CN105239765A (en) * | 2015-10-26 | 2016-01-13 | 中国建筑股份有限公司 | Foldable multifunctional overhanging unloading platform |
| CN205222444U (en) * | 2015-11-06 | 2016-05-11 | 中国十七冶集团有限公司 | A collection dress self -discharging case that is used for short steel pipe of handling scaffold |
| CN205243038U (en) * | 2015-11-20 | 2016-05-18 | 中国建筑第六工程局有限公司 | Simple and easy building block hoisting accessory |
| CN105672675A (en) * | 2016-03-28 | 2016-06-15 | 中国建筑第二工程局有限公司 | Size-adjustable material lifting device and construction method thereof |
| CN105863280A (en) * | 2016-04-14 | 2016-08-17 | 海通建设集团有限公司 | Self-elevating unloading platform |
| CN205654061U (en) * | 2016-04-21 | 2016-10-19 | 中铁建设集团有限公司 | Platform of unloading of can assembledly encorbelmenting |
| CN206000179U (en) * | 2016-08-26 | 2017-03-08 | 中国建筑第五工程局有限公司广州分公司 | A kind of discharging platform |
| CN205955236U (en) * | 2016-08-30 | 2017-02-15 | 浙江国泰建设集团有限公司 | Container formula of taking pulley platform of unloading of encorbelmenting |
| CN106223627A (en) * | 2016-08-31 | 2016-12-14 | 中建四局第三建筑工程有限公司 | A kind of portable discharging platform |
| CN206158207U (en) * | 2016-11-07 | 2017-05-10 | 中国建筑第七工程局有限公司 | Construction is with platform of unloading |
| CN106760451A (en) * | 2016-11-21 | 2017-05-31 | 成都建筑工程集团总公司 | The combination constructing method thereof that the collapsible operation of assembled architecture construction and discharging platform are lifted with tool type stairs |
| CN206205413U (en) * | 2016-11-21 | 2017-05-31 | 成都建筑工程集团总公司 | The collapsible operation of assembled architecture staircase dismounting lifting easy to install and discharging platform |
| CN106592950A (en) * | 2016-12-13 | 2017-04-26 | 中国二冶集团有限公司 | Erecting method of elevator well construction and operation platform |
| CN207553617U (en) * | 2017-11-30 | 2018-06-29 | 中建四局第六建筑工程有限公司 | A kind of monoblock type shielded frame platform |
Non-Patent Citations (2)
| Title |
|---|
| 新型悬挑扣件式钢管脚手架开发应用;高苏;汤金华;邵海元;李瑞红;梅华;;科技与创新(02);全文 * |
| 高空悬挑混凝土结构高支模施工;于强;;建筑技术开发(11);全文 * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107795133A (en) | 2018-03-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103643800B (en) | The erection & lift system of buckling-restrained bracing member and construction method thereof | |
| CN101736893A (en) | Overhanging type scaffold supporting system | |
| CN203441073U (en) | Hoop-type high-altitude guard platform suitable for super high-rise building outline boarder structural column | |
| CN107795133B (en) | Integral protective frame platform and construction method thereof | |
| CN202227701U (en) | Assembled horizontal passage device | |
| CN210798252U (en) | Assembled outer protection frame system | |
| CN202785351U (en) | Tower cranes attached operating platform | |
| CN106351454A (en) | Method for combined installation of steel structure roof with steel plant | |
| CN111236603B (en) | Comprehensive construction method for steel plate mesh overhanging scaffold | |
| CN203096620U (en) | Steel pipe arch rib operation platform | |
| CN207553617U (en) | A kind of monoblock type shielded frame platform | |
| CN204662926U (en) | A kind of operating platform for steel pipe column top construction operation | |
| CN210888133U (en) | Pipe truss installation string-up safety channel device | |
| CN111608377B (en) | Comprehensive construction method for building overhanging scaffold | |
| CN111608376B (en) | Comprehensive construction method for shaping component | |
| CN207749859U (en) | A kind of trestle support system for structure floor operation in Large-scale Hoisting equipment | |
| CN102733612B (en) | Mounting method of electric hoist orbit | |
| CN206220547U (en) | A kind of operating platform for steel structure column installation | |
| CN205955150U (en) | Instrument formula windrow operation integration platform | |
| CN103993729A (en) | High rise elevator shaft formwork erecting platform | |
| CN203808486U (en) | Steel pipe scaffold follow-up platform | |
| CN206034458U (en) | Structure of falling is prevented in steel shotcrete in SMW worker method stake envelope foundation ditch | |
| CN210622342U (en) | Be applied to detachable novel platform of unloading of encorbelmenting of assembled steel construction building | |
| CN203905432U (en) | Hydraulic lifting retractable type platform device | |
| CN218439466U (en) | A wood system platform sling for pedestrian well ladder overhauls |
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 |