CN220725715U - Split-level support assembly climbing frame structure applied to outer wall - Google Patents
Split-level support assembly climbing frame structure applied to outer wall Download PDFInfo
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- CN220725715U CN220725715U CN202322311677.4U CN202322311677U CN220725715U CN 220725715 U CN220725715 U CN 220725715U CN 202322311677 U CN202322311677 U CN 202322311677U CN 220725715 U CN220725715 U CN 220725715U
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- pull rod
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- 230000009194 climbing Effects 0.000 title claims abstract description 32
- 230000008093 supporting effect Effects 0.000 claims abstract description 51
- 230000001681 protective effect Effects 0.000 claims description 6
- 230000007306 turnover Effects 0.000 abstract description 6
- 229910000831 Steel Inorganic materials 0.000 description 8
- 238000010276 construction Methods 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000003337 fertilizer Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model discloses a staggered supporting and assembling climbing frame structure applied to an outer wall, which comprises a foundation supporting structure, a lower pull rod structure, an upper pull rod structure and a climbing frame structure, wherein the foundation supporting structure is arranged on the outer wall, the climbing frame structure is arranged on the foundation supporting structure, the lower pull rod structure is connected with the foundation supporting structure, and the upper pull rod structure is connected with the climbing frame structure. According to the utility model, the foundation supporting structure is arranged on the outer wall, the detachable connection of the supporting structure is realized by utilizing the pre-buried connection mode, so that the turnover use of the supporting structure is realized, the cost is reduced, the efficiency is improved, meanwhile, the bearing capacity of the supporting structure is larger, the supporting effect is more stable, the stability and the safety of the whole structure can be effectively ensured, and the hidden trouble that the overhead operation, the super high frame body and the deep foundation pit cannot be backfilled is avoided.
Description
Technical Field
The utility model relates to the technical field of building auxiliary construction, in particular to a staggered supporting and assembling climbing frame structure applied to an outer wall.
Background
When the all-steel climbing frame of present domestic high-rise residential engineering is assembled, especially to main building and basement outer border adjacent under the condition and outer protection use all-steel attached scaffold, need set up the support platform of support body as all-steel attached scaffold when assembling for the first time, if set up floor-type scaffold, the support body exists the bearing capacity that exceeds height and can't satisfy climbing frame first time and assemble, and influence the foundation ditch backfill progress, cause the potential safety hazard to the job site. Therefore, the support structure arranged on the outer wall is used for supporting the climbing frame, but the support structure adopts a permanent structure, so that the climbing frame cannot be used in a turnover manner along with the construction progress, and the cost is high. The utility model provides a split-level support assembly climbing frame structure applied to an outer wall, which solves the problems.
Disclosure of Invention
The utility model provides a staggered supporting and assembling climbing frame structure applied to an outer wall, which supports a steel climbing frame through a supporting structure erected on the outer wall and has the characteristics of turnover, high construction efficiency, low construction cost and high safety.
The technical scheme adopted by the utility model for solving the technical problems is as follows:
the utility model provides a be applied to split level support of outer wall and assemble and climb a frame structure, includes basic bearing structure, lower pull rod structure, goes up pull rod structure and climb a frame structure, basic bearing structure establishes on the outer wall, climb a frame structure and establish on basic bearing structure, lower pull rod structure is connected with basic bearing structure, go up pull rod structure and climb a frame structure and be connected;
the foundation supporting structure comprises a bottom supporting frame, a supporting frame and a wall connecting piece, wherein the bottom supporting frame is arranged on a wall body, the supporting frame is arranged on the bottom supporting frame and is connected with the wall body through the wall connecting piece, and the lower pull rod structure is connected with the bottom supporting frame.
Further, the bottom support frame comprises a pre-buried wall connecting foundation, a connecting plate and a support frame, wherein the pre-buried wall connecting foundation is arranged on a wall body, the connecting plate is arranged on the pre-buried wall connecting foundation, the support frame is connected to the connecting plate, the support frame is arranged on the support frame, and the lower pull rod structure is connected with the support frame.
Further, the support frame includes pole setting, whipstock and longitudinal rod, pole setting, whipstock and longitudinal rod overlap joint each other and form rectangular frame, even the wall spare is connected with the support frame, even the inner of wall spare is connected on the wall body.
Further, the lower pull rod structure comprises a pre-buried wall connecting foundation and an adjustable diagonal draw rod, wherein the top end of the adjustable diagonal draw rod is connected to the pre-buried wall connecting foundation, and the bottom end of the adjustable diagonal draw rod is connected with the supporting frame.
Further, the embedded wall connecting foundation comprises an embedded sleeve and a connecting bolt, wherein the embedded sleeve is arranged in the wall body, the connecting bolt is positioned in the embedded sleeve, and the connecting plate is connected with the connecting bolt.
Further, the upper pull rod structure comprises an inclined pull rod and a fixed seat, the fixed seat is arranged on the floor slab, the bottom end of the inclined pull rod is connected to the fixed seat, and the top end of the inclined pull rod is connected to the climbing frame structure.
Further, the support frame is provided with a scaffold board, a protective net and an outer protective frame.
The utility model has the following beneficial effects:
the foundation supporting structure is arranged on the outer wall, the detachable connection of the supporting structure is realized by utilizing the embedded connection mode, the turnover use of the supporting structure is realized, the cost is reduced, the efficiency is improved, meanwhile, the bearing capacity of the supporting structure is larger, the supporting effect is more stable, the stability and the safety of the whole structure can be effectively ensured, and the hidden trouble that the high-altitude operation, the ultrahigh frame body and the deep foundation pit cannot be backfilled is avoided.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of a foundation support structure according to the present utility model;
fig. 3 is a schematic view of the bottom support frame structure of the present utility model.
Reference numerals: 1-basic supporting structure, 11-bottom supporting frame, 111-pre-buried wall connecting foundation, 112-supporting frame, 12-support frame, 13-wall connecting piece, 2-lower pull rod structure, 3-upper pull rod structure, 4-climbing frame structure.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all embodiments of the utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
In the description of this patent, it should be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like indicate orientations or positional relationships based on the orientation or positional relationships shown in the drawings, merely to facilitate describing the patent and simplify the description, and do not indicate or imply that the devices or elements being referred to must have a particular orientation, be configured and operated in a particular orientation, and are therefore not to be construed as limiting the patent.
As shown in fig. 1, a staggered floor support assembly climbing frame structure applied to an outer wall comprises a basic support structure 1, a lower pull rod structure 2, an upper pull rod structure 3 and a climbing frame structure 4, wherein the basic support structure 1 is arranged on the outer wall, the climbing frame structure 4 is arranged on the basic support structure 1, the lower pull rod structure 2 is connected with the basic support structure 1, and the upper pull rod structure 3 is connected with the climbing frame structure 4.
The foundation bearing structure 1 is used as the foundation support of climbing frame structure 4, utilize the pre-buried wall foundation 111 that links that is pre-buried on building main part wall body to link the wall foundation and realize being connected with the wall body, strengthen structural strength through pull rod structure 2 down, increase bearing capacity and promote structural stability, the structure interval setting on the wall body of pre-buried simultaneously, the in-process of climbing the frame is being set up, carry out nimble turnover according to the construction progress, can effectively promote the efficiency of construction with the help of pre-buried structure, reduce the use of material, climb frame structure 4 and establish on foundation bearing structure 1 and consolidate through last pull rod structure 3, guaranteed the support to climbing frame structure 4, and promoted stability in the use, the potential safety hazard that the super high support body brought has been avoided.
As shown in fig. 1 and 2, the foundation support structure 1 includes a bottom support frame 11, a support frame 12, and a wall connecting member 13, where the bottom support frame 11 is disposed on a wall, the support frame 12 is disposed on the bottom support frame 11 and connected with the wall through the wall connecting member 13, and the pull-down rod structure 2 is connected with the bottom support frame 11.
As shown in fig. 3, further, the bottom supporting frame 11 includes a pre-buried wall-connecting base 111, a connecting plate and a supporting frame 112, the pre-buried wall-connecting base 111 is disposed on a wall body, the connecting plate is disposed on the pre-buried wall-connecting base 111, the supporting frame 112 is connected to the connecting plate, the supporting frame 12 is disposed on the supporting frame 112, and the lower pull rod structure 2 is connected to the supporting frame 112.
Further, the supporting frame 12 comprises a vertical rod, a transverse rod and a longitudinal rod, the vertical rod, the transverse rod and the longitudinal rod are mutually overlapped to form a rectangular frame, the wall connecting piece 13 is connected with the supporting frame 12, and the inner end of the wall connecting piece 13 is connected to a wall body.
Preferably, the support frame 12 is a double-row scaffold, the bottom end of the support frame is erected on the support frame 112 through a movable positioning pile, the step distance of the double-row scaffold is 1.5m, the longitudinal distance is 1.2m, the vertical rod on the inner side is 0.3m from the outer wall surface of the main structure of the building, the transverse distance of the vertical rod is 0.8m, 1 waist rod is additionally arranged at the middle position of two horizontal rods of the vertical rod on the outer side, the wall connecting rod 13 is arranged according to two steps and three spans, namely, the vertical distance is 2.9m, the horizontal distance is 3.60m, the wall connecting piece 13 is reliably connected with the building through steel pipes, a wood frame plate with 200X 50mm is paved as a scaffold plate, and the periphery of the scaffold is provided with a steel pipe frame and a dense mesh safety net as an outer protection frame and a protection net.
Further, the lower pull rod structure 2 includes a pre-buried wall connection base 111 and an adjustable diagonal pull rod, wherein the top end of the adjustable diagonal pull rod is connected to the pre-buried wall connection base 111, and the bottom end of the adjustable diagonal pull rod is connected to the support frame 112.
Further, the embedded wall base 111 includes an embedded sleeve and a connecting bolt, the embedded sleeve is arranged in the wall body, the connecting bolt is positioned in the embedded sleeve, and the connecting plate is connected with the connecting bolt.
Preferably, the embedded sleeve is a galvanized sleeve with the diameter of 25mm and the length of 200mm, the connecting bolt is an M20 high-strength bolt, the connecting plate is a Q235 steel plate with the thickness of 12mm, the supporting frame 112 is 16-shaped steel, and the supporting frame 112 is welded with the connecting plate.
Further, the upper pull rod structure 3 comprises a diagonal pull rod and a fixed seat, the fixed seat is arranged on the floor slab, the bottom end of the diagonal pull rod is connected to the fixed seat, and the top end of the diagonal pull rod is connected to the climbing frame structure 4.
Further, the support frame 12 is provided with a scaffold board, a protective net and an outer protective frame.
The construction method of the utility model comprises the following steps:
s1, pre-burying sleeves are positioned and pre-buried in a concrete beam and a wall body in advance according to a drawing, then welding and pre-mounting are carried out between a supporting frame 112 and a connecting plate, and when the strength of a pre-mounted same-condition test block which is reserved simultaneously with pouring construction of a building main body reaches 15MPa, the pre-mounted supporting frame 112 is connected with the building main body through a connecting bolt and locked;
s2, when the strength of concrete at the top of the lower pull rod structure 2 reaches more than 10MPa, the lower pull rod structure 2 is connected with the top end of the adjustable diagonal draw rod through a connecting bolt, so that the adjustable diagonal draw rod is fixed on a building main body, the bottom end of the adjustable diagonal draw rod is connected with a lifting lug on the supporting frame 112, and the lower pull rod structure 2 is used for pulling up the foundation supporting structure 1 and leveling;
after the foundation support structure 1 is installed, the foundation pit fertilizer grooves around the building can be inserted and backfilled after the foundation pit fertilizer grooves are conditioned;
s3, erecting a support frame 12 on a support frame 112, erecting a double-row scaffold, arranging wall connecting pieces, scaffold boards and anti-falling nets, and arranging dense meshes on the outer side of the scaffold;
s4, assembling the structure of the climbing frame structure 4, and carrying out drawknot by using the upper pull rod structure 3;
s5, lifting the climbing frame structure 4, and dismantling the foundation support structure 1 and the lower pull rod structure 2 for turnover;
s6, plugging the embedded sleeve on the wall body.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Claims (7)
1. The utility model provides a be applied to split-level support of outer wall and assemble and climb frame structure, characterized by includes basic bearing structure (1), pull-down rod structure (2), goes up pull-up rod structure (3) and climb frame structure (4), basic bearing structure (1) are established on the outer wall, climb frame structure (4) are established on basic bearing structure (1), pull-down rod structure (2) are connected with basic bearing structure (1), go up pull-up rod structure (3) are connected with climb frame structure (4);
the foundation supporting structure (1) comprises a bottom supporting frame (11), a supporting frame (12) and a wall connecting piece (13), wherein the bottom supporting frame (11) is arranged on a wall body, the supporting frame (12) is arranged on the bottom supporting frame (11) and is connected with the wall body through the wall connecting piece (13), and the pull-down rod structure (2) is connected with the bottom supporting frame (11).
2. The split-level support assembly climbing frame structure applied to an outer wall according to claim 1, wherein the structure is characterized in that: the bottom support frame (11) comprises a pre-buried wall connection foundation (111), a connecting plate and a support frame (112), wherein the pre-buried wall connection foundation (111) is arranged on a wall body, the connecting plate is arranged on the pre-buried wall connection foundation (111), the support frame (112) is connected to the connecting plate, the support frame (12) is arranged on the support frame (112), and the lower pull rod structure (2) is connected with the support frame (112).
3. The split-level support assembly climbing frame structure applied to an outer wall according to claim 1, wherein the structure is characterized in that: the support frame (12) comprises a vertical rod, a transverse bar and a longitudinal bar, the vertical rod, the transverse bar and the longitudinal bar are mutually overlapped to form a rectangular frame, the wall connecting piece (13) is connected with the support frame (12), and the inner end of the wall connecting piece (13) is connected to a wall body.
4. The split-level support assembly climbing frame structure applied to an outer wall according to claim 2, wherein the structure is characterized in that: the lower pull rod structure (2) comprises a pre-buried wall connection base (111) and an adjustable diagonal draw rod, wherein the top end of the adjustable diagonal draw rod is connected to the pre-buried wall connection base (111), and the bottom end of the adjustable diagonal draw rod is connected with a supporting frame (112).
5. The split-level support assembly climbing frame structure applied to an outer wall according to claim 4, wherein the structure is characterized in that: the embedded wall connecting foundation (111) comprises an embedded sleeve and a connecting bolt, wherein the embedded sleeve is arranged in a wall body, the connecting bolt is arranged in the embedded sleeve, and the connecting plate is connected with the connecting bolt.
6. The split-level support assembly climbing frame structure applied to an outer wall according to claim 1, wherein the structure is characterized in that: the upper pull rod structure (3) comprises an inclined pull rod and a fixed seat, the fixed seat is arranged on a floor slab, the bottom end of the inclined pull rod is connected to the fixed seat, and the top end of the inclined pull rod is connected to the climbing frame structure (4).
7. The split-level support assembly climbing frame structure applied to an outer wall according to claim 1, wherein the structure is characterized in that: the support frame (12) is provided with a scaffold board, a protective net and an outer protective frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322311677.4U CN220725715U (en) | 2023-08-28 | 2023-08-28 | Split-level support assembly climbing frame structure applied to outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322311677.4U CN220725715U (en) | 2023-08-28 | 2023-08-28 | Split-level support assembly climbing frame structure applied to outer wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220725715U true CN220725715U (en) | 2024-04-05 |
Family
ID=90489742
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322311677.4U Active CN220725715U (en) | 2023-08-28 | 2023-08-28 | Split-level support assembly climbing frame structure applied to outer wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220725715U (en) |
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2023
- 2023-08-28 CN CN202322311677.4U patent/CN220725715U/en active Active
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