CN214834668U - Ultra-long support device of all-steel climbing frame - Google Patents
Ultra-long support device of all-steel climbing frame Download PDFInfo
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- CN214834668U CN214834668U CN202121713384.3U CN202121713384U CN214834668U CN 214834668 U CN214834668 U CN 214834668U CN 202121713384 U CN202121713384 U CN 202121713384U CN 214834668 U CN214834668 U CN 214834668U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 131
- 239000010959 steel Substances 0.000 title claims abstract description 131
- 230000009194 climbing Effects 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 abstract description 5
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004873 anchoring Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000005034 decoration Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses an all-steel climbing frame overlength support device belongs to the building field, including horizontal steel structure roof beam, horizontal support steel pole and vertical oblique steel pole that draws, horizontal steel structure roof beam level is fixed on the wall body, and the slope of horizontal support steel pole sets up, and one end is fixed on the wall body, and the bottom in horizontal steel structure roof beam outer end is fixed to the other end, and vertical oblique steel pole slope sets up, and vertical oblique steel pole upper end of drawing is fixed on the wall body, and the bottom mounting is in the top of the outer end of horizontal steel structure roof beam, and horizontal support steel pole and vertical oblique steel pole all set up to extending structure. This scheme need not to carry out the installation of lower part bracing steel construction, avoids the conflict of major structure, effectively utilizes the anchor condition in the floor space, and diagonal draw bar simple to operate bears the weight of the dynamic height, and the facilitate promotion improves the rigidity and the bearing capacity of overlength support through setting up horizontal pull rod and vertical diagonal draw bar, effectively utilizes floor space and structure anchor structure.
Description
Technical Field
The utility model relates to a building field especially relates to an all-steel climbs frame overlength support device.
Background
In civil buildings in China, a plurality of arc-shaped outer vertical surfaces are designed, and when the arc-shaped part has the requirements of an outer window, a balcony and other modeling functions, a water dripping line needs to be arranged according to the structural requirements. The existing drip line mounting process mainly mounts finished drip lines. The arc-shaped part is not easy to carry out factory production according to a stereotyped style due to various curve form changes, and the arc-shaped part is actually installed by replacing the overall arc-shaped approximate curve shape with short straight line connection on site. The length of the existing all-steel scaffold support can meet the requirements of the national industry standard JGJ202 safety technical Specification for construction tool type scaffolds. The horizontal overhanging length of the grouped end part of the frame body is not more than 1/2 horizontal supporting span and 2m, and the wall-attached support is connected with a building by adopting an anchor bolt. For the support with the local overlong length, the inclined strut is erected at the bottom of the horizontal beam of the support, so that the overall rigidity and the bearing capacity of the steel structure of the support are increased. After the support is firmly installed, the mounting process of the all-steel climbing frame body is carried out.
The conventional method for the all-steel climbing frame support comprises the following steps: the length of the support of the all-steel climbing frame is usually not more than 2.0m, the end part of the support is fixed at the shear wall or the frame beam part of the main body structure, and the support is produced and delivered by a climbing frame manufacturer according to relevant national standards, standards and requirements, and is installed and checked on site along with other parts. When the overhanging model exists on the part of the building outer facade and the distance between the part in the main structure arrangement and a fixed structural member and the outer line of the model exceeds 2.0m, the design of the support needs to be independently designed, processed and produced according to the actual length and the relevant standard requirement, and then field installation is carried out.
The prior art has the following disadvantages: limited by conventional engineering application, when the length of the support exceeds 2.0m, manufacturers lack support parts with fixed specifications. The overlength support is installed according to conventional structure, has local bearing capacity and the not enough quality defect of stability. Local overlength support and other conventional supports, rigidity have certain difference, connect into whole back through the connection truss of climbing the frame, connect the truss because each strong point warp the difference, produce the not enough quality defect of overall stability easily.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an all steel climbs frame overlength support device solves the technical problem who mentions in the background art.
In order to realize the purpose, the utility model discloses a technical scheme as follows:
the utility model provides an all-steel climbing frame overlength support device, including horizontal steel structure roof beam, horizontal support steel pole and vertical oblique steel pole that draws, horizontal steel structure roof beam level is fixed on the wall body, the slope of horizontal support steel pole sets up, one end is fixed on the wall body, the bottom in horizontal steel structure roof beam outer end is fixed to the other end, vertical oblique steel pole slope setting, vertical oblique steel pole upper end is fixed on the wall body, the bottom mounting is in the top of the outer end of horizontal steel structure roof beam, horizontal support steel pole and vertical oblique steel pole all set up to extending structure.
Furthermore, the horizontal steel structure beam is fixed on a wall body through the arrangement of anchor bolts, the wall body is provided with pre-buried bolt holes, the anchor bolts penetrate through the bolt holes and the pre-buried bolt holes of the horizontal steel structure beam and are fixed through nuts, and the inner side of each nut is provided with a gasket.
Furthermore, above-mentioned scheme still includes pull rod connecting piece and bracing piece connecting piece, and pull rod connecting piece and bracing piece connecting piece are all fixed on the wall body, and pull rod connecting piece is connected with the vertical one end that draws the steel pole to one side, and the bracing piece connecting piece is connected with the one end that the level supported the steel pole.
Furthermore, the upper part and the lower part of the outer end of the horizontal steel structure beam are provided with lug plates, the lug plates are fixed through bolts, and the lug plates on the upper part and the lower part are respectively connected with a vertical diagonal steel rod and a horizontal support steel rod.
Furthermore, vertical draw steel pole to one side all includes first sleeve pipe, second sleeve pipe and telescopic link, and first sheathed tube one end is fixed on the pull rod connecting piece, and the sheathed tube one end setting of second is on the otic placode, and the telescopic link embolias in first sleeve pipe and the second sleeve pipe to it is fixed to set up the regulation of positioning nut.
Furthermore, the telescopic link includes two threaded rods, rotatory bolt and rotatory cardboard, and two threaded rods are articulated through rotatory bolt, and in first sleeve pipe and the second sleeve pipe were emboliaed respectively to the other one end of two threaded rods, rotatory cardboard card was established in the outside of two threaded rod junctions.
The concrete construction and installation process comprises the following steps:
the method comprises the following steps: and (5) positioning and retesting the pre-buried bolt holes. And (4) retesting the positions of the pre-buried bolt holes when the concrete member is poured according to the positioning of the support installed by the climbing frame.
Step two: and manufacturing the horizontal steel structure beam. According to the length of the horizontal steel structure beam and the load transmitted by the all-steel climbing frame on the horizontal steel beam, the section of the horizontal steel beam is determined, the structure of the end concrete anchoring node is determined, and meanwhile, steel structure lug plates are arranged at the connecting positions of the horizontal steel rod and the vertical steel rod.
Step three: and manufacturing a horizontal support steel rod and a vertical diagonal steel rod. The length of the steel bar is determined according to the anchoring condition of the periphery of the horizontal steel beam, and the included angle between the steel bar and the horizontal steel beam is 45-60 degrees and cannot be smaller than 45 degrees.
Step four: and fixing the horizontal steel beam. The horizontal steel beam is horizontally hung to the position near the fixed point and kept horizontal, the anchoring bolts penetrate through the pre-buried bolt holes temporarily and are padded with 2 gaskets, and the horizontal steel beam is fastened temporarily.
Step five: and (5) installing a vertical diagonal steel bar. The vertical pull rod is temporarily connected with the lug plate on the upper side of the outer end part of the horizontal steel beam through the fixing bolt, meanwhile, the pull rod is kept in a rotatable state, then the other side of the pull rod is connected with the embedded bolt hole of the wall body through the fixing bolt, the steel rod is slightly adjusted to be inclined, and after the connecting part of the steel rod and the wall body is tightly attached, the fixing bolt is fastened for the first time.
Step six: and installing a horizontal supporting steel rod. The two sides of the outer end part of the horizontal steel beam are respectively provided with 1 lug plate, the horizontal pull rod is connected with the lug plates through fixing bolts firstly, then the other end of the horizontal pull rod is fixed with the embedded bolt holes of the wall body through the fixing bolts, and after the position of the horizontal pull rod is adjusted, the fixing bolts are fastened for the first time.
Step seven: fastening anchor, horizontal steel pole and vertical steel pole. And the horizontal steel beam is finely adjusted again to enable the top surface of the steel beam to be horizontal and to be vertical to the wall body. Then the horizontal steel rods are fastened, and the steel rods on the two sides are symmetrically fastened at the same time, so that the pull rod is tensioned. And finally, fastening the diagonal steel rods to tension the steel rods. And (5) exposing the bolt by 2-3 threads. Entering the next procedure of installing the frame body.
The utility model discloses owing to adopted above-mentioned technical scheme, following beneficial effect has:
the utility model discloses need not to carry out the installation of lower part bracing steel construction, avoid major structure's conflict, effectively utilize the anchor condition in the floor space, diagonal draw bar simple to operate, bearing capacity is high, the facilitate promotion, the horizontal pull rod way is the same with the diagonal draw bar way, construct the unified standardized preparation of accessory, convenient turnover, cost effectively reduces, through setting up horizontal pull rod and vertical diagonal draw bar, improve the rigidity and the bearing capacity of overlength support, effectively utilize floor space and structure anchor structure, set up the pull rod into extending structure simultaneously, can adapt to the horizontal steel structure roof beam that supports different length.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the steel bar structure of the present invention;
FIG. 3 is a schematic view of the horizontal steel beam structure of the present invention;
FIG. 4 is a schematic view of the structure A-A of FIG. 3;
FIG. 5 is a schematic view of the structure B-B of FIG. 3;
fig. 6 is a schematic view of the structure C-C of fig. 3.
In the attached drawing, 1-horizontal steel structure beam, 2-anchoring bolt, 3-lug plate, 4-horizontal supporting steel rod, 5-vertical diagonal steel rod, 5.1-first sleeve, 5.2-positioning nut, 5.3-threaded rod, 5.4-rotary bolt, 5.5-rotary clamping plate, 5.6-second sleeve, 6-gasket, 7-embedded bolt hole, 8-pull rod connecting piece and 9-supporting rod connecting piece.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in further detail below with reference to the accompanying drawings and by referring to preferred embodiments. It should be noted, however, that the numerous details set forth in the description are merely for the purpose of providing the reader with a thorough understanding of one or more aspects of the present invention, which may be practiced without these specific details.
As shown in fig. 1-6, an overlength support device of full steel climbing frame, including horizontal steel structure roof beam 1, horizontal support steel pole 4 and vertical steel pole 5 to one side, horizontal steel structure roof beam 1 level is fixed on the wall body, horizontal support steel pole 4 slope sets up, one end is fixed on the wall body, the bottom in horizontal steel structure roof beam 1 outer end is fixed to the other end, vertical steel pole 5 slope sets up to one side, vertical steel pole 5 upper end to one side is fixed on the wall body, the bottom mounting is in the top of horizontal steel structure roof beam 1's outer end, horizontal support steel pole 4 and vertical steel pole 5 to one side all set up to extending structure. In the work progress, can all adjust horizontal support steel pole 4 and vertical oblique steel pole 5 that draws according to the level of horizontal steel construction roof beam 1 and adjust, realize flexible support and draw the effect to one side.
The horizontal steel structure beam 1 is fixed on a wall body through the arrangement of the anchor bolts 2, the wall body is provided with the pre-buried bolt holes 7, the anchor bolts 2 penetrate through the bolt holes of the horizontal steel structure beam 1 and the pre-buried bolt holes 7 and are fixed through the arrangement of nuts, and the inner side of each nut is provided with the gasket 6. Still include pull rod connecting piece 8 and bracing piece connecting piece 9, pull rod connecting piece 8 and bracing piece connecting piece 9 are all fixed on the wall body, and pull rod connecting piece 8 is connected with the vertical one end that draws steel pole 5 to one side, and bracing piece connecting piece 9 is connected with the one end that the level supported steel pole 4. The upper and lower sides of the outer end of the horizontal steel structure beam 1 are provided with lug plates 3, the lug plates 3 are fixed through bolts, and the lug plates 3 on the upper and lower sides are respectively connected with a vertical diagonal steel rod 5 and a horizontal support steel rod 4. The fixing modes of the pull rod connecting piece 8 and the support rod connecting piece 9 are the same as the fixing mode and the structure of the horizontal steel structure beam 1 on the wall body, and the pull rod connecting piece and the support rod connecting piece are fixed through bolts.
As shown in figure 2, the vertical diagonal steel bars 5 comprise a first sleeve 5.1, a second sleeve 5.6 and a telescopic rod, one end of the first sleeve 5.1 is fixed on the pull bar connecting piece 8, one end of the second sleeve 5.6 is arranged on the ear plate 3, and the telescopic rod is sleeved in the first sleeve 5.1 and the second sleeve 5.6 and is adjusted and fixed by a positioning nut 5.3. The telescopic link includes two threaded rods 5.3, rotatory bolt 5.4 and rotatory cardboard 5.5, and two threaded rods 5.3 are articulated through rotatory bolt 5.4, and in first sleeve pipe 5.1 and second sleeve pipe 5.6 were emboliaed respectively to the other one end of two threaded rods 5.3, rotatory cardboard 5.5 card was established in the outside of two threaded rod 5.3 junctions. The structure of vertical draw steel pole 5 to one side and the structure of horizontal support steel pole 4 are the same, when length is transferred to needs, through adjusting positioning nut 5.3, positioning nut 5.3 forms extruded structure to the first sleeve pipe 5.1 of one end, form adjustable structure, then the nut of one end sets up on second sleeve pipe 5.6 in addition, then it is fixed to screw up to make second sleeve pipe 5.6 pressfitting threaded rod 5.3, it fixes to set up a horizontal bolt simultaneously, all be provided with horizontal hole on second sleeve pipe 5.6 and the threaded rod 5.3. Meanwhile, another mode is that another threaded rod 5.3 is sleeved on the outer side of the second sleeve 5.6, then the second sleeve 5.6 is provided with threads, and then a nut is screwed on the second sleeve 5.6. Or the threaded rod 5.3 is directly fixedly connected with the second sleeve 5.6. Through setting up horizontal pull rod and vertical diagonal draw bar, improve the rigidity and the bearing capacity of overlength support, effectively utilize floor space and structure anchor structure.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (6)
1. The utility model provides an all steel climbs frame overlength support device which characterized in that: including horizontal steel structure roof beam (1), horizontal support steel pole (4) and vertical draw steel pole (5) to one side, horizontal steel structure roof beam (1) level is fixed on the wall body, horizontal support steel pole (4) slope sets up, one end is fixed on the wall body, the bottom in horizontal steel structure roof beam (1) outer end is fixed to the other end, vertical draw steel pole (5) slope to one side sets up, vertical draw steel pole (5) upper end to one side is fixed on the wall body, the top of the outer end of bottom mounting at horizontal steel structure roof beam (1), horizontal support steel pole (4) and vertical draw steel pole (5) to one side all set up to scalable structure.
2. The ultra-long support device of the all-steel climbing frame according to claim 1, characterized in that: the horizontal steel structure beam (1) is fixed on a wall body through the arrangement of the anchor bolts (2), the wall body is provided with the pre-embedded bolt holes (7), the anchor bolts (2) penetrate through the bolt holes and the pre-embedded bolt holes (7) of the horizontal steel structure beam (1) and are fixed through the arrangement of nuts, and the inner side of each nut is provided with the gasket (6).
3. The ultra-long support device of the all-steel climbing frame according to claim 2, characterized in that: the wall body is characterized by further comprising a pull rod connecting piece (8) and a supporting rod connecting piece (9), wherein the pull rod connecting piece (8) and the supporting rod connecting piece (9) are fixed on the wall body, the pull rod connecting piece (8) is connected with one end of a vertical diagonal steel rod (5), and the supporting rod connecting piece (9) is connected with one end of a horizontal supporting steel rod (4).
4. The ultra-long support device of the all-steel climbing frame according to claim 1, characterized in that: the upper and lower sides of the outer end of the horizontal steel structure beam (1) are provided with lug plates (3), the lug plates (3) are fixed through bolts, and the lug plates (3) on the upper and lower sides are respectively connected with vertical diagonal steel rods (5) and horizontal supporting steel rods (4).
5. The ultra-long support device of the all-steel climbing frame according to claim 4, characterized in that: vertical draw steel pole (5) to one side all includes first sleeve pipe (5.1), second sleeve pipe (5.6) and telescopic link, and the one end of first sleeve pipe (5.1) is fixed on pull rod connecting piece (8), and the one end setting of second sleeve pipe (5.6) is on otic placode (3), and the telescopic link embolias in first sleeve pipe (5.1) and second sleeve pipe (5.6) to set up positioning nut (5.3) and adjust fixedly.
6. The ultra-long support device of the all-steel climbing frame according to claim 5, characterized in that: the telescopic link includes two threaded rods (5.3), rotatory bolt (5.4) and rotatory cardboard (5.5), and two threaded rods (5.3) are articulated through rotatory bolt (5.4), and in first sleeve pipe (5.1) and second sleeve pipe (5.6) were emboliaed respectively to the other one end of two threaded rods (5.3), rotatory cardboard (5.5) card was established in the outside of two threaded rod (5.3) junctions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121713384.3U CN214834668U (en) | 2021-07-26 | 2021-07-26 | Ultra-long support device of all-steel climbing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121713384.3U CN214834668U (en) | 2021-07-26 | 2021-07-26 | Ultra-long support device of all-steel climbing frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214834668U true CN214834668U (en) | 2021-11-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121713384.3U Expired - Fee Related CN214834668U (en) | 2021-07-26 | 2021-07-26 | Ultra-long support device of all-steel climbing frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214834668U (en) |
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2021
- 2021-07-26 CN CN202121713384.3U patent/CN214834668U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211123 |