CN113863643A - Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof - Google Patents
Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof Download PDFInfo
- Publication number
- CN113863643A CN113863643A CN202111022489.9A CN202111022489A CN113863643A CN 113863643 A CN113863643 A CN 113863643A CN 202111022489 A CN202111022489 A CN 202111022489A CN 113863643 A CN113863643 A CN 113863643A
- Authority
- CN
- China
- Prior art keywords
- walking
- roof
- support column
- frame
- lower support
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 95
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 17
- 230000008093 supporting effect Effects 0.000 claims description 77
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 238000000034 method Methods 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000009286 beneficial effect Effects 0.000 description 11
- 230000000694 effects Effects 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile 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 application provides a movable high-altitude overhanging construction platform, a construction system and a manufacturing method thereof. The application provides a construction platform encorbelments in portable high altitude includes: the walking framework comprises walking wheels and a walking frame supported on the walking wheels, and the walking wheels are adapted to the roof walking track and guide the walking frame to walk along the extending direction of the roof walking track; the counterweight module is arranged on the walking frame and used for providing counterweight for the overhanging end of the overhanging operation platform; the overhanging operation platform is supported above the walking frame and is provided with an overhanging end and an inner side end which are spaced along the direction perpendicular to the roof walking track, the inner side end and the counterweight module are both used for being arranged close to the roof walking track, and the overhanging end is used for being arranged away from the roof walking track and used for construction bearing. The application provides a movable high-altitude overhanging construction platform, a construction system and a manufacturing method thereof, which can meet the construction requirements of an external floating steel-structure aluminum-clad plate curtain wall on a building roof.
Description
Technical Field
The application belongs to the technical field of building construction, and particularly relates to a movable high-altitude overhanging construction platform, a construction system and a manufacturing method of the construction system.
Background
In the building industry, curtain walls are widely used, from the traditional mode of serving as an outer envelope structure to the prior mode of designing into various novel shapes so as to achieve the appearance effect of buildings. In order to pursue unique, innovative and shocking building effects, the curtain wall is used for completing the building effects, so that the curtain wall construction method is required to provide optimal construction measures, not only is the safety and reliability of the construction measures ensured, but also the curtain wall construction can be well completed. For the building with novel and complex shape, the traditional scaffold and hanging basket can not meet the construction requirements.
In general, if the outer wall of a building is an aluminum curtain wall, a scaffold is generally used as a construction operation platform for a lower floor, and a hanging basket is generally used as an operation platform for a higher building. However, these two construction measures can only be used for constructing curtain walls closer to the main structure.
However, in order to pursue novel modeling, a circle of outward-floating type aluminum-clad steel plate curtain wall is designed on a roof, the height from a roof floor slab to a steel structure is 8950mm, the curtain wall is cantilevered from the edge of a main structure, and the maximum cantilever can reach 2700 mm. Therefore, the aluminum plate curtain wall is constructed on the external floating steel structure, the construction difficulty is very high, and the conventional construction measures cannot be adopted.
Disclosure of Invention
An object of the embodiment of the application is to provide a movable high-altitude overhanging construction platform, a construction system and a manufacturing method thereof, which can meet the construction requirements of an outward floating steel-structure aluminum-clad plate curtain wall on a building roof.
In order to achieve the purpose, the technical scheme adopted by the application is as follows: the utility model provides a construction platform is encorbelmented in portable high altitude, this construction platform is encorbelmented in portable high altitude includes:
the walking framework comprises walking wheels and a walking frame supported on the walking wheels, and the walking wheels are adapted to the roof walking track and guide the walking frame to walk along the extending direction of the roof walking track;
the counterweight module is arranged on the walking frame and used for providing a counterweight for the overhanging end of the overhanging operation platform;
the operation platform of encorbelmenting, support in the top of walking frame has along the perpendicular to orbital direction interval of roof walking the end and the medial extremity of encorbelmenting, the medial extremity with the counter weight module all is used for being close to the orbital setting of roof walking, the end of encorbelmenting is used for keeping away from the orbital setting of roof walking is used for the construction bearing.
In one embodiment, the walking frame at least comprises a walking underframe and an intermediate support frame, the intermediate support frame is supported above the walking underframe, and the overhanging operation platform is supported above the intermediate support frame;
the walking underframe, the middle supporting frame and the overhanging operation platform are spaced in parallel, and the counterweight module is arranged in a space between the walking underframe and the middle supporting frame; the middle support frame provides an oblique steel wire supporting point in a space between the middle support frame and the cantilever operation platform, and the oblique steel wire supporting point is used for penetrating and supporting an oblique steel wire on the oblique steel wire.
In one embodiment, the construction platform further comprises a lower support column group, wherein the lower support column group comprises a plurality of lower support columns which are vertically arranged; the bottom end of the lower supporting column is supported on the walking underframe, and the middle supporting frame is supported on the top end of the lower supporting column; the counterweight module is arranged in a space surrounded by the lower support columns.
In one embodiment, the walking underframe comprises a beam group and a longitudinal beam group; wherein,
the longitudinal beam group comprises two longitudinal beams, the length direction of each longitudinal beam is the same as the direction of the roof walking track, and two ends of each longitudinal beam are supported on one walking wheel;
the beam group comprises at least two beams, the length direction of each beam is perpendicular to the roof walking track, and the at least two beams are arranged at intervals along the roof walking track; one beam end of each longitudinal beam is supported on one longitudinal beam, the other beam end of each longitudinal beam is supported on the other longitudinal beam and crosses the other longitudinal beam, the counterweight module is installed on the crossing part of the other beam end crossing the other longitudinal beam, and the bottom end of the lower support column is supported on the cross beam.
In one embodiment, the lower support column set comprises two sets of the lower support columns, each of the two sets comprising 3 of the lower support columns; the 3 lower support columns are respectively a first lower support column, a second lower support column and a third lower support column; wherein,
the first lower support pillar is located directly above one of the side members, the second lower support pillar is located directly above the other of the side members, and the third lower support pillar is supported on the tip end of the passing portion; the counterweight module is installed in the space surrounded by the second lower supporting column and the third lower supporting column.
In one embodiment, the construction platform further comprises an upper support column group, wherein the upper support column group comprises a plurality of vertically arranged upper support columns and a plurality of obliquely arranged oblique support columns; the bottom end of the upper support column and the bottom end of the inclined support column are both supported on the middle support frame, and the overhanging operation platform is supported on the top end of the upper support column and the top end of the inclined support column; and,
the upper supporting column, the inclined supporting column and the overhanging operation platform form a triangular structure.
In one embodiment, the upper supporting column set comprises two groups of upper supporting columns and two groups of inclined supporting columns, the two groups of upper supporting columns are arranged at intervals along a direction perpendicular to the roof running track, and the two groups of inclined supporting columns are arranged on two sides of the two groups of upper supporting columns; wherein,
the bottom ends of a group of the inclined support columns far away from the roof walking track are connected with the bottom ends of a group of the upper support columns far away from the roof walking track, and the overhanging ends are supported at the top ends of the group of the inclined support columns;
the bottom ends of a group of the inclined support columns close to the roof walking track are connected with the bottom ends of a group of the upper support columns close to the roof walking track, and the inner side ends are supported at the top ends of the inclined support columns.
The application provides a construction platform encorbelments in portable high altitude's beneficial effect lies in:
compared with the prior art, the construction platform is encorbelmented in portable high altitude of this application, walking framework wherein can adapt to roof walking track and guide walking frame wherein to walk along roof walking track extending direction through the walking wheel, operation platform that encorbelments wherein supports in the top of walking frame, have along the orbital direction spaced end and the medial extremity of encorbelmenting of perpendicular to roof walking, the end of encorbelmenting can keep away from roof walking track setting and be used for the construction bearing, be close to the medial extremity and be provided with the counter weight module, the medial extremity can be close to roof walking track setting, the end of encorbelmenting to operation platform through the counter weight module provides the counter weight, with balanced whole operation platform that encorbelments, make constructor stand and encorbelment and serve and construct.
The movable high-altitude overhanging construction platform can normally walk on a building roof through the roof walking track, and the whole outward floating curtain wall of the building roof can be smoothly constructed, so that the construction requirement is met; and because the overhanging distance is long and the construction height is high, the movable high-altitude overhanging construction platform can complete the ultra-long-distance construction content which can not be completed by a common hanging basket or a scaffold.
Another objective of the present application is to provide a high-altitude overhanging construction system, which includes a roof walking rail annularly arranged on the roof of a building, and the above-mentioned mobile high-altitude overhanging construction platform;
the travelling wheels of the movable high-altitude overhanging construction platform are adapted to the roof travelling rails and can guide the travelling frame to travel along the extending direction of the roof travelling rails;
the inboard end and the counter weight module of construction platform are encorbelmented in portable high altitude all are close to roof walking track sets up, the end of encorbelmenting of construction platform is encorbelmented in portable high altitude is kept away from roof walking track sets up and is used for the construction bearing.
The application provides a construction system encorbelments high altitude compares in prior art's beneficial effect, and the portable construction platform encorbelments high altitude that provides compares in prior art's beneficial effect with this application, and this here is no longer repeated.
Another object of the present application is to provide a method for manufacturing a high-altitude cantilever construction system, the method comprising the following steps:
manufacturing a roof walking track on a building roof;
manufacturing a walking framework on the roof walking track;
installing a counterweight module in the walking framework;
and manufacturing an overhanging operation platform on the walking framework.
In one embodiment, the method comprises the steps of:
two longitudinal beams with traveling wheels are matched on the roof traveling rail, and the length direction of the longitudinal beams is the same as the direction of the roof traveling rail;
mounting two cross beams on the two longitudinal beams, enabling the two cross beams to be spaced and perpendicular to the longitudinal beams, and enabling one beam end of the two cross beams to cross the longitudinal beams to reach the outer sides of the longitudinal beams;
mounting the bottom end of the lower support column on the cross beam, and enabling the lower support column to be in a vertical state;
mounting a middle support frame on the top end of the lower support column;
installing a vertical arm with a diagonal steel wire supporting point at the middle position of the middle supporting frame;
the counterweight module is arranged in a space between the cross beam and the middle support frame and is arranged in a space surrounded by the lower support columns;
mounting the bottom end of an upper support column on the middle support frame, and enabling the upper support column to be in a vertical state;
mounting the cantilever operation platform on the top end of the upper support column;
mounting the bottom end of the inclined supporting column on the middle supporting frame, and enabling the bottom end to be close to the lower supporting column;
and installing the top end of the oblique support column in the cantilever end and the inner side end of the cantilever operation platform, and enabling the oblique support column, the upper support column and the cantilever operation platform to be of a triangular structure.
Compared with the beneficial effects of the prior art, the manufacturing method of the high-altitude cantilever construction system provided by the application has the beneficial effects that the high-altitude cantilever construction system provided by the application has the beneficial effects of being compared with the prior art, and is not repeated here.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings needed to be used in the embodiments or the prior art descriptions will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings based on these drawings without inventive exercise.
Fig. 1 is a mobile high-altitude overhanging construction platform provided in an embodiment of the present application;
FIG. 2 is a coaxial side view of FIG. 1;
FIG. 3 is a right side view of FIG. 1;
fig. 4 is a schematic view of a mobile high-altitude overhanging construction platform provided in an embodiment of the present application in a use state;
fig. 5 is a schematic view of a roof running rail provided in an embodiment of the present application.
Wherein, in the figures, the respective reference numerals:
100. a movable high-altitude overhanging construction platform; 200. a roof walking rail; 300. building a roof; 10. a walking framework; 20. a counterweight module; 30. an operation platform is cantilevered; 40. obliquely pulling steel wires; 101. a walking chassis; 102. a lower support column group; 103. a middle support frame; 104. an upper support column group; 1011. a stringer; 1012. a cross beam; 1012a, an override portion; 1021. a first lower support column; 1022. a second lower support column; 1023. a third lower support column; 1031. a long arm; 1032. erecting an arm; 1041. two groups of upper supporting columns; 1042. two groups of oblique supporting columns.
Detailed Description
In order to make the technical problems, technical solutions and advantageous effects to be solved by the present application clearer, the present application is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the present application and are not intended to limit the present application.
It will be understood that when an element is referred to as being "secured to" or "disposed on" another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
It will be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like, as used herein, refer to an orientation or positional relationship indicated in the drawings that is solely for the purpose of facilitating the description and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the present application.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present application, "a plurality" means two or more unless specifically limited otherwise.
The mobile high-altitude cantilever construction platform provided by the embodiment of the application is explained.
Referring to fig. 1 to 3, a mobile high-altitude cantilever construction platform 100 according to an embodiment of the present disclosure includes: the walking framework 10 comprises walking wheels and walking frames supported on the walking wheels, wherein the walking wheels are adapted to the roof walking rails 200 and guide the walking frames to walk along the extending direction of the roof walking rails 200; the counterweight module 20 is installed on the walking frame and used for providing counterweight for the overhanging end of the overhanging operation platform 30; the overhanging operation platform 30 is supported above the walking frame and is provided with an overhanging end and an inner side end which are spaced along the direction perpendicular to the roof walking track 200, the inner side end and the counterweight module 20 are both used for being arranged close to the roof walking track 200, and the overhanging end is used for being arranged away from the roof walking track 200 and used for construction bearing.
Compared with the prior art, the mobile high-altitude overhanging construction platform 100 has the advantages that the walking framework 10 can be adapted to the roof walking rails 200 through the walking wheels and guides the walking frame to walk along the extending direction of the roof walking rails 200, the overhanging operation platform 30 is supported above the walking frame and is provided with overhanging ends and inner side ends at intervals in the direction perpendicular to the roof walking rails 200, the overhanging ends can be far away from the roof walking rails 200 and used for construction bearing, the counterweight modules 20 are arranged close to the inner side ends and can be close to the roof walking rails 200, counterweights are provided for the overhanging ends of the overhanging operation platform 30 through the counterweight modules 20, the whole overhanging operation platform 30 is balanced, and constructors can stand on the overhanging ends for construction.
The movable high-altitude overhanging construction platform 100 provided by the application can normally walk on the building roof 300 through the roof walking track 200, and the whole floating curtain wall of the building roof 300 can be smoothly constructed, so that the construction requirement is met; and because the overhanging distance is relatively long and the construction height is relatively high, the movable high-altitude overhanging construction platform 100 can complete the ultra-long-distance construction content which cannot be completed by a common hanging basket or a scaffold.
In one embodiment, the walking frame at least comprises a walking underframe 101 and an intermediate support frame 103, the intermediate support frame 103 is supported above the walking underframe 101, and the overhanging operation platform 30 is supported above the intermediate support frame 103; the walking underframe 101, the middle support frame 103 and the overhanging operation platform 30 are spaced in parallel, and the counterweight module 20 is arranged in a space between the walking underframe 101 and the middle support frame 103; the middle support frame 103 provides a diagonal steel wire 40 support point in the space between the middle support frame 103 and the overhanging operation platform 30, and the diagonal steel wire 40 support point is used for passing through the diagonal steel wire 40 and supporting the diagonal steel wire 40 thereon.
As shown in fig. 3, the diagonal wires 40 pass through the apexes of the upright arms 1032, a support rail is provided at the apexes of the upright arms 1032, and the diagonal wires 40 pass through the upper surfaces of the support rail and are supported by the upright arms 1032.
With continued reference to fig. 1 to 3, in an embodiment, the construction platform further includes a lower support column set 102, where the lower support column set 102 includes a plurality of vertically arranged lower support columns; the bottom end of the lower support column is supported on the walking underframe 101, and the middle support frame 103 is supported on the top end of the lower support column; the counterweight module is arranged in the space surrounded by the lower support columns.
In this embodiment, the walking chassis 101 preferably includes a set of cross beams 1012 and a set of longitudinal beams 1011; the longitudinal beam 1011 group comprises two longitudinal beams 1011, the length direction of each longitudinal beam 1011 is the same as the direction of the roof walking track 200, and two ends of each longitudinal beam 1011 are supported on a walking wheel; the beam 1012 group comprises at least two beams 1012, the length direction of each beam 1012 is perpendicular to the roof walking rail 200, and the at least two beams 1012 are arranged at intervals along the roof walking rail 200; one beam end of each longitudinal beam 1011 is supported on one longitudinal beam 1011, the other beam end is supported on the other longitudinal beam 1011 and passes over the other longitudinal beam 1011, a counterweight module is mounted on a passing portion 1012a of the other beam end passing over the other longitudinal beam 1011, and the bottom end of the lower support column is supported on a cross beam 1012.
In one embodiment, the lower support column set 102 includes two sets of lower support columns, each of the two sets including 3 lower support columns; the 3 lower support columns are a first lower support column 1021, a second lower support column 1022 and a third lower support column 1023, respectively; wherein the first lower support column 1021 is located directly above one longitudinal beam 1011, the second lower support column 1022 is located directly above the other longitudinal beam 1011, and the third lower support column 1023 is supported on the end of the passing portion 1012 a; the weight module is installed inside a space surrounded by the second lower strut 1022 and the third lower strut 1023.
In one embodiment, the construction platform further comprises an upper support column group 104, wherein the upper support column group 104 comprises a plurality of vertically arranged upper support columns and a plurality of obliquely arranged oblique support columns; the bottom end of the upper support column and the bottom end of the oblique support column are both supported on the middle support frame 103, and the overhanging operation platform 30 is supported on the top end of the upper support column and the top end of the oblique support column; and the upper supporting column, the inclined supporting column and the overhanging operation platform 30 form a triangular structure.
In one embodiment, the upper supporting column set 104 includes two sets of upper supporting columns 1041 and two sets of inclined supporting columns 1042, the two sets of upper supporting columns 1041 are arranged at intervals along a direction perpendicular to the roof running rail 200, and the two sets of inclined supporting columns 1042 are arranged at two sides of the two sets of upper supporting columns 1041; wherein, the bottom ends of a group of oblique supporting columns far away from the roof walking track 200 are connected with the bottom ends of a group of upper supporting columns far away from the roof walking track 200, and the overhanging ends are supported at the top ends of the group of oblique supporting columns; the bottom ends of a group of the inclined support columns close to the roof walking track 200 are connected with the bottom ends of a group of the upper support columns close to the roof walking track 200, and the inner side ends are supported at the top ends of the group of the inclined support columns.
In this embodiment, the connection points are preferably bolted. For example, 6 lower support posts are secured to the cross beam 1012 using M16 x 50mm bolts and 4 upper support posts are secured to the middle support frame 103 using M16 x 50mm bolts.
Referring to fig. 4 and 5, another object of the present application is to provide an overhead cantilever construction system, which includes a roof running rail 200 that is annularly disposed on a building roof 300, and a mobile overhead cantilever construction platform 100 as above; the traveling wheels of the mobile high-altitude overhanging construction platform 100 are adapted to the roof traveling rail 200 and can guide the traveling frame to travel along the extending direction of the roof traveling rail 200; the inboard end and the counter weight module 20 of construction platform 100 are encorbelmented to portable high altitude all are close to roof walking track 200 and set up, and the end of encorbelmenting of construction platform 100 is encorbelmented to portable high altitude and is kept away from roof walking track 200 and sets up and be used for the construction bearing.
The application provides a construction system encorbelments high altitude compares in prior art's beneficial effect, and the portable construction platform 100 encorbelments high altitude that provides with this application compares in prior art's beneficial effect, and this here is no longer repeated.
Another object of the present application is to provide a method for manufacturing the above high-altitude cantilever construction system, the method comprising the following steps:
making a roof walking rail 200200 on the building roof 300;
the walking framework 10 is manufactured on the basis of the roof walking track 200;
installing a counterweight module 20 in the walking frame 10;
the overhanging operation platform 30 is fabricated on the walking frame 10.
In one embodiment, the method comprises the steps of:
two longitudinal beams 1011 with traveling wheels are adapted to the roof traveling rail 200, and the length direction of the longitudinal beams 1011 is the same as the direction of the roof traveling rail 200;
mounting two cross beams 1012 on two longitudinal beams 1011, enabling the two cross beams 1012 to be spaced and perpendicular to the longitudinal beams 1011, and enabling one beam end of the two cross beams 1012 to cross the longitudinal beams 1011 and reach the outer sides of the longitudinal beams 1011;
mounting the bottom end of the lower support column on the cross beam 1012 and keeping the lower support column in a vertical state;
mounting the middle support frame 103 on the top end of the lower support column;
a vertical arm 1032 with the supporting points of the inclined pull steel wires 40 is arranged at the middle position of the middle supporting frame 103;
installing the counterweight module 20 in the space between the cross beam 1012 and the middle support frame 103 and placing the counterweight module in the space surrounded by the lower support columns;
mounting the bottom end of the upper support column on the middle support frame 103, and enabling the upper support column to be in a vertical state;
mounting the cantilever operation platform 30 on the top end of the upper support column;
mounting the bottom ends of the oblique supporting columns on the middle supporting frame 103, and enabling the bottom ends to be close to the lower supporting columns;
the top end of the oblique support column is installed at the overhanging end and the inner side end of the overhanging operation platform 30, and the oblique support column, the upper support column and the overhanging operation platform 30 are in a triangular structure.
As shown in fig. 4 and 5, in order to ensure that the construction platform provided by the present application can normally travel on the roof running rail 200 and can travel for one circle to be closed, 2H-shaped steel bars 200 × 100 × 12mm are adopted as the roof running rail 200 and are arranged along the structural edge of the building roof 300, the distance between the two rails is 1500mm, and the two rails are designed into a circular arc structure at the corner position to ensure that equipment can smoothly pass through.
The more specific steps are as follows:
a. firstly, 2 longitudinal beams 1011 are arranged on the roof walking track 200;
b. then 2 cross beams 1012 with the length of 2700mm are arranged on 2 longitudinal beams 1011;
c. fixing 6 lower support columns with the length of 2360mm on the cross beam 1012 and fixing by using M16 x 50mm bolts 19;
d. then fixing 1 set of middle support frame 103 (consisting of 2 pieces of 18# H-shaped steel with the length of 4600mm and 4 pieces of 18# H-shaped steel with the length of 1600 mm) on the lower support column;
e. then 1 long arm 1031 with the length of 5000mm is arranged on the middle support frame 103;
f. then fixing the vertical arm 1032 with the length of 1000mm on the long arm 1031;
g. installing a counterweight module 20 consisting of a counterweight bracket and a counterweight block;
h. fixing 4 upper support columns with the length of 3500mm on the middle support frame 103, and fixing by using M16 x 50mm bolts 19;
i. fixing an overhanging operation platform 30 (consisting of 80 x 40 x 4mm steel through + L80 x 80 x 5mm angle steel) with the length of 6555mm on an upper supporting column;
j. 4 oblique support columns are used for connecting the upper support column with the cantilever operation platform 30, so that the supporting and reinforcing effects are achieved;
k. the foot rest is mounted on the overhanging platform 30 and then a guard rail with a height of 900mm is mounted.
Compared with the beneficial effects of the prior art, the manufacturing method of the high-altitude cantilever construction system provided by the application has the beneficial effects that the high-altitude cantilever construction system provided by the application has the beneficial effects of being compared with the prior art, and is not repeated here.
The above description is only exemplary of the present application and should not be taken as limiting the present application, as any modification, equivalent replacement, or improvement made within the spirit and principle of the present application should be included in the protection scope of the present application.
Claims (10)
1. The utility model provides a construction platform (100) is encorbelmented in portable high altitude, its characterized in that includes:
the walking framework (10) comprises walking wheels and a walking frame supported on the walking wheels, wherein the walking wheels are adapted to the roof walking track (200) and guide the walking frame to walk along the extending direction of the roof walking track (200);
the counterweight module (20) is arranged on the walking frame and is used for providing counterweight for the overhanging end of the overhanging operation platform (30);
operation platform (30) of encorbelmenting, support in the top of walking frame has along the perpendicular to the direction interval of roof walking track (200) the end and the medial extremity of encorbelmenting, the medial extremity with counter weight module (20) all are used for being close to roof walking track (200) set up, the end of encorbelmenting is used for keeping away from roof walking track (200) set up and are used for the construction bearing.
2. The mobile high-altitude cantilever construction platform (100) according to claim 1, wherein:
the walking frame at least comprises a walking underframe (101) and a middle supporting frame (103), the middle supporting frame (103) is supported above the walking underframe (101), and the overhanging operation platform (30) is supported above the middle supporting frame (103);
the walking underframe (101), the middle supporting frame (103) and the cantilever operation platform (30) are spaced in parallel, and the counterweight module (20) is installed in a space between the walking underframe (101) and the middle supporting frame (103); the middle support frame (103) is arranged in a space between the middle support frame (103) and the cantilever operation platform (30) to provide a diagonal steel wire (40) supporting point, and the diagonal steel wire (40) supporting point is used for penetrating through the diagonal steel wire (40) and enabling the diagonal steel wire (40) to be supported on the diagonal steel wire (40).
3. The mobile high-altitude cantilever construction platform (100) according to claim 2, wherein:
the construction platform further comprises a lower support column group (102), wherein the lower support column group (102) comprises a plurality of vertically arranged lower support columns; the bottom end of the lower supporting column is supported on the walking chassis (101), and the middle supporting frame (103) is supported on the top end of the lower supporting column; the counterweight module (20) is arranged in a space surrounded by the lower support columns.
4. The mobile high-altitude cantilever construction platform (100) according to claim 3, wherein:
the walking underframe (101) comprises a cross beam (1012) group and a longitudinal beam (1011) group; wherein,
the longitudinal beam (1011) set comprises two longitudinal beams (1011), the length direction of each longitudinal beam (1011) is the same as the direction of the roof walking track (200), and two ends of each longitudinal beam (1011) are supported on one walking wheel;
the beam (1012) set comprises at least two beams (1012), the length direction of each beam (1012) is perpendicular to the roof running rail (200), and the at least two beams (1012) are arranged at intervals along the roof running rail (200); one beam end of each longitudinal beam (1011) is supported on one longitudinal beam (1011), the other beam end of each longitudinal beam (1011) is supported on the other longitudinal beam (1011) and passes over the other longitudinal beam (1011), the counterweight module is mounted on a passing part (1012a) of the other beam end passing over the other longitudinal beam (1011), and the bottom end of the lower supporting column is supported on the cross beam (1012).
5. The mobile high-altitude cantilever construction platform (100) according to claim 4, wherein:
the lower support column set (102) comprises two sets of the lower support columns, each of the two sets comprising 3 of the lower support columns; the 3 lower support columns are respectively a first lower support column (1021), a second lower support column (1022) and a third lower support column (1023); wherein,
the first lower support column (1021) is located directly above one of the longitudinal beams (1011), the second lower support column (1022) is located directly above the other longitudinal beam (1011), and the third lower support column (1023) is supported on the end of the crossing portion (1012 a); the weight module is installed inside a space surrounded by the second lower support column (1022) and the third lower support column (1023).
6. The mobile high-altitude cantilever construction platform (100) according to claim 2, wherein:
the construction platform further comprises an upper supporting column group (104), wherein the upper supporting column group (104) comprises a plurality of vertically arranged upper supporting columns and a plurality of obliquely arranged oblique supporting columns; the bottom end of the upper supporting column and the bottom end of the inclined supporting column are both supported on the middle supporting frame (103), and the overhanging operation platform (30) is supported on the top end of the upper supporting column and the top end of the inclined supporting column; and,
the upper supporting column, the inclined supporting column and the overhanging operation platform (30) form a triangular structure.
7. The mobile high-altitude cantilever construction platform (100) according to claim 6, wherein:
the upper supporting column group (104) comprises two groups of upper supporting columns and two groups of inclined supporting columns, the two groups of upper supporting columns are arranged at intervals along the direction perpendicular to the roof walking track (200), and the two groups of inclined supporting columns are arranged on two sides of the two groups of upper supporting columns; wherein,
the bottom ends of a group of the inclined support columns far away from the roof walking track (200) are connected with the bottom ends of a group of the upper support columns far away from the roof walking track (200), and the overhanging ends are supported at the top ends of the group of the inclined support columns;
the bottom ends of a group of the inclined support columns close to the roof walking track (200) are connected with the bottom ends of a group of the upper support columns close to the roof walking track (200), and the inner side ends are supported at the top ends of the inclined support columns.
8. The utility model provides a high altitude construction system of encorbelmenting which characterized in that:
comprises a roof walking rail (200) which is arranged around a building roof (300) and the mobile high-altitude overhanging construction platform (100) as claimed in any one of claims 1-7;
the travelling wheels of the movable high-altitude overhanging construction platform (100) are adapted to the roof travelling rail (200) and can guide the travelling frame to travel along the extending direction of the roof travelling rail (200);
the inboard end and the counter weight module (20) of construction platform (100) are encorbelmented to portable high altitude all are close to roof walking track (200) set up, the end of encorbelmenting of construction platform (100) is encorbelmented in portable high altitude is kept away from roof walking track (200) set up and are used for the construction bearing.
9. A method for manufacturing the high-altitude cantilever construction system according to claim 8, wherein the method comprises the following steps:
manufacturing a roof walking track (200) on a building roof (300);
making a walking framework (10) on the basis of the roof walking track (200);
-installing a counterweight module (20) in the walking frame (10);
and manufacturing an overhanging operation platform (30) on the walking framework (10).
10. The method of manufacturing of claim 9, comprising the steps of:
two longitudinal beams (1011) with attached travelling wheels are adapted to the roof travelling rail (200), and the length direction of the longitudinal beams (1011) is the same as the direction of the roof travelling rail (200);
mounting two cross beams (1012) on the two longitudinal beams (1011), enabling the two cross beams (1012) to be spaced and perpendicular to the longitudinal beams (1011), and enabling one beam end of the two cross beams (1012) to cross the longitudinal beams (1011) to reach the outer side of the longitudinal beams (1011);
mounting the bottom end of a lower support column on the cross beam (1012) and enabling the lower support column to be in a vertical state;
mounting a middle support frame (103) on the top end of the lower support column;
mounting a vertical arm (1032) with a supporting point of a diagonal steel wire (40) at the middle position of the middle supporting frame (103);
installing the counterweight module (20) in a space between the cross beam (1012) and the middle support frame (103) and placing the counterweight module in the space surrounded by the lower support column;
mounting the bottom end of an upper support column on the middle support frame (103), and enabling the upper support column to be in a vertical state;
mounting the cantilever operation platform (30) on the top end of the upper support column;
mounting the bottom end of the inclined supporting column on the middle supporting frame (103), and enabling the bottom end to be close to the lower supporting column;
and installing the top end of the oblique support column in the cantilever end and the inner side end of the cantilever operation platform (30), and enabling the oblique support column, the upper support column and the cantilever operation platform (30) to be of a triangular structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111022489.9A CN113863643A (en) | 2021-09-01 | 2021-09-01 | Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111022489.9A CN113863643A (en) | 2021-09-01 | 2021-09-01 | Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113863643A true CN113863643A (en) | 2021-12-31 |
Family
ID=78989107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111022489.9A Pending CN113863643A (en) | 2021-09-01 | 2021-09-01 | Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113863643A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790834A (en) * | 2022-04-27 | 2022-07-26 | 河北天山实业集团建筑工程有限公司 | Anti-falling device for building construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202324576U (en) * | 2011-11-23 | 2012-07-11 | 武汉凌云建筑装饰工程有限公司 | Rail-mounted platform system used for installing cornice and ceiling aluminium sheet curtain wall |
| CN204662929U (en) * | 2015-02-13 | 2015-09-23 | 上海建工七建集团有限公司 | A kind of cross-line walking fence operation device |
| CN106988314A (en) * | 2017-03-17 | 2017-07-28 | 中交航局第工程有限公司 | A kind of counter weight type formwork jumbo, counter weight type outrigger platform, and construction method |
| CN109763638A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | A kind of high-altitude overhanging facade special type working vehicle and its construction method |
| CN213418419U (en) * | 2020-09-01 | 2021-06-11 | 中建二局第三建筑工程有限公司 | Movable cantilever operation rack |
-
2021
- 2021-09-01 CN CN202111022489.9A patent/CN113863643A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202324576U (en) * | 2011-11-23 | 2012-07-11 | 武汉凌云建筑装饰工程有限公司 | Rail-mounted platform system used for installing cornice and ceiling aluminium sheet curtain wall |
| CN204662929U (en) * | 2015-02-13 | 2015-09-23 | 上海建工七建集团有限公司 | A kind of cross-line walking fence operation device |
| CN106988314A (en) * | 2017-03-17 | 2017-07-28 | 中交航局第工程有限公司 | A kind of counter weight type formwork jumbo, counter weight type outrigger platform, and construction method |
| CN109763638A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | A kind of high-altitude overhanging facade special type working vehicle and its construction method |
| CN213418419U (en) * | 2020-09-01 | 2021-06-11 | 中建二局第三建筑工程有限公司 | Movable cantilever operation rack |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114790834A (en) * | 2022-04-27 | 2022-07-26 | 河北天山实业集团建筑工程有限公司 | Anti-falling device for building construction |
| CN114790834B (en) * | 2022-04-27 | 2024-04-12 | 河北天山实业集团建筑工程有限公司 | Anti-falling device for building construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103381986A (en) | Pre-assembled elevator | |
| CN202751338U (en) | Rail type suspension basket | |
| CN103663300A (en) | Track type telescopic hanging basket special for bridge | |
| CN113863643A (en) | Movable high-altitude overhanging construction platform, construction system and manufacturing method thereof | |
| CN113404281A (en) | Climbing type scaffold, climbing and mounting method thereof and construction method of fabricated building | |
| CN206256383U (en) | A kind of large-span steel box girder assembling moulding bed | |
| CN205917598U (en) | Welded platform travelling car | |
| CN111847242A (en) | Special trolley for mounting movable adjustable sliding contact line | |
| CN209874433U (en) | Assembly type integral moving operation frame | |
| CN213539644U (en) | Narrow-passage aluminum alloy movable bridge-spanning scaffold | |
| CN212461095U (en) | Assembled single-upright-column advertising board | |
| CN210659199U (en) | Attached detachable multifunctional aerial work platform | |
| CN210946528U (en) | Movable prefabricated hanging flower basket of assembling | |
| CN208870179U (en) | A kind of vertical supporting member of T font and connection structure for assembling type steel structure | |
| CN208310160U (en) | Steel moving platform for mounting suspended rail type daylighting roof | |
| CN112796498A (en) | Double-column type electric construction platform with truss girder and working method thereof | |
| CN112160253A (en) | Arch rib installation method of continuous rigid frame arch bridge | |
| CN218522180U (en) | Double-rail maintenance scaffold | |
| CN218932913U (en) | Suspension self-balancing trolley for steel box girder edge wing plate | |
| CN217324989U (en) | Barrier-free type installation trolley for high-speed rail bridge | |
| CN216275238U (en) | Anti-overturning stable high pier column beam-lifting machine | |
| CN214301283U (en) | Beam body flange board below suspension type walking construction platform | |
| CN215860198U (en) | Movable rail top air duct construction trolley for subway station | |
| CN220036170U (en) | Step inclined surface sliding installation auxiliary device for large-span welding ball net rack | |
| CN218176805U (en) | Stereo garage of steel construction |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20211231 |
|
| RJ01 | Rejection of invention patent application after publication |