CN218201917U - Assembled tower crane anchor supporting frame - Google Patents
Assembled tower crane anchor supporting frame Download PDFInfo
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- CN218201917U CN218201917U CN202222055522.4U CN202222055522U CN218201917U CN 218201917 U CN218201917 U CN 218201917U CN 202222055522 U CN202222055522 U CN 202222055522U CN 218201917 U CN218201917 U CN 218201917U
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- otic placode
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Abstract
The utility model discloses an assembled tower crane anchor support frame, including the design stand, the vertical support of design stand is established between two-layer structure floor, the connection support of connecting the tower crane and adhering to the arm is installed in its cylinder middle part outside, and its cylinder middle part inboard articulates through the round pin axle has oblique pull rod, the top bottom both ends of design stand articulate through the round pin axle respectively and adhere to the support, and adhere to the support and wear the wall bolt anchor through drawknot steel sheet and a plurality of groups excel in on structural floor, the slope of oblique pull rod sets up, its body of rod end articulates through the round pin axle has oblique pull support, and it excels in through drawknot steel sheet and a plurality of groups to draw the support to one side and wear the wall bolt anchor on structural floor. The utility model discloses an assembled structure system of modular design, simple structure need not the site welding construction, and convenient and fast is torn open in ann, has solved assembly type structure and has not had the problem of suitable knot point of drawing, and the difference of building floor height can be absorbed through the model that changes attached support, has improved the adaptability and the turnover rate of utilization of anchor support frame.
Description
Technical Field
The utility model relates to an assembly type structure construction technical field, concretely relates to assembled tower crane anchor supporting frame.
Background
With the vigorous popularization of the assembly type structure in China, more and more middle-high-rise residences adopt the assembly type building form. Compared with the traditional cast-in-place structure, the construction mode of the assembly structure mainly realizes the production of prefabricated parts through factories, and the construction of the assembly structure on a construction site mainly takes the hoisting operation of a tower crane as the center. However, for the fabricated building, because the outer wall integrity of the fabricated building is deviated and cannot be embedded, the prefabricated member of the outer wall cannot realize the attachment and anchoring of the tower crane.
Therefore, the technology of realizing anchoring by adopting the shaped steel structure stand column in the structural layer is developed at present, but the existing steel structure stand column has poor adaptability, a large amount of field welding work is required, the installation process is very complex, and the dismantling process also requires cutting, so that the repeated utilization cannot be realized.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an assembled tower crane anchor support frame to solve the background art in technical problem.
In order to achieve the technical purpose, the utility model adopts the following technical scheme:
the utility model provides an assembled tower crane anchor strut, includes the design stand, the vertical support of design stand is established between two-layer structure floor, and the connection support of connecting the tower crane and adhering to the arm is installed in its cylinder middle part outside, and its cylinder middle part inboard articulates through the round pin axle has a diagonal draw bar, and the top bottom both ends of design stand articulate through the round pin axle respectively and adhere to the support, and adhere to the support and wear the wall bolt anchor through drawknot steel sheet and a plurality of groups excel in on the structure floor, the slope of diagonal draw bar sets up, and its body of rod is terminal to articulate through the round pin axle has a diagonal draw support, and the diagonal draw support excels in through drawknot steel sheet and a plurality of groups to excel in through the wall bolt anchor on the structure floor.
Preferably, the design stand includes the support column at middle part, the support column is square column body, and its cylinder both ends all are provided with a pair of first otic placode of adhering to, and the adjusting bolt hole that is used for the fixed connection support is offered in its cylinder middle part outside, and its cylinder middle part inboard is provided with a pair of first otic placode of drawing to one side, and welded fastening has a plurality of first stiffening rib boards between first otic placode of drawing to one side and the support column.
Preferably, it establishes the bed plate on the structure floor including pasting to adhere to the support, one side vertical fixation that the structure floor was kept away from to the bed plate has a pair of and first attached otic placode assorted second to adhere to the otic placode, and welded fastening has a plurality of second stiffening rib boards between second attached otic placode and the bed plate.
Preferably, a shock-absorbing rubber pad is laid between the attachment support and the structural floor slab.
Preferably, in order to ensure the drawknot effect, the included angle between the diagonal draw bar and the horizontal plane is not less than 45 degrees.
Preferably, draw the support to one side including pasting the bedplate of establishing on structural floor to one side, and the bedplate keeps away from one side vertical fixation of structural floor and has a pair of third to draw the otic placode to one side, draw the pipe to one side including the middle part to one side, draw the pipe both ends to one side respectively be fixed with one with first draw the otic placode to one side and the third to one side draw the otic placode to one side and match the second to one side draw the otic placode to one side.
Preferably, connect the support including corresponding the connection splint of establishing on the support column left and right sides facade of pasting, correspond on the connection splint set up with adjusting bolt hole assorted connecting bolt hole, the downthehole connecting bolt that excels in of adjusting bolt hole and the connecting bolt that aligns each other wears to be equipped with, and excel in the connecting bolt and link to each other connecting splint with the support column is fixed, the vertical fixation has the connection otic placode of a pair of installation tower crane attached arm between two connecting splint, the connection otic placode is inserted and is established on connecting splint and link to each other with the connecting splint welding, and its plate body middle part medial extremity supports and leans on the side facade of support column, and welded fixation has a plurality of third stiffening rib boards on the one side horizontal plane that two connection otic placodes kept away from each other, and the medial extremity of third stiffening rib board supports and leans on the outside facade of support column.
Preferably, the adjusting bolt hole is laid on the support column along vertical direction interval, and connects the support and can fix the adjusting bolt hole department at different elevation positions, connects the height of support through the adjustment, can adapt to the setting of tower crane in the different scopes.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses an assembled structure system of modular design, overall structure is simple, need not the on-the-spot welding construction, convenient and fast is torn open in ann, set up independent design stand between upper and lower structure floor, the problem of assembled building does not have suitable drawknot point has been solved, design stand both ends and oblique pull rod can all be dismantled fixedly through support and structure floor, adhere to the support and draw the support to one side and can effectively transmit and disperse the drawknot load that the design stand received to upper and lower structure floor on, the anchoring force of anchor support frame has been improved greatly, the stability and the fastness of anchor have been ensured, and the difference of different building floor inlayers height can be absorbed through the model that changes adhering to the support, the adaptability and the turnover rate of utilization of anchor support frame have been improved, the connection support passes through high-strength connecting bolt and installs on design stand, the setting height of connection support can adjust as required, can adapt to different within ranges tower crane setting requirements of adhering to the arm, the construction quality of tower crane adhering to the arm has been ensured.
Drawings
The above and/or other aspects and advantages of the present invention will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are given by way of illustration only and not by way of limitation, wherein:
fig. 1 is a schematic view of the installation structure of the present invention;
FIG. 2 is a schematic view of the present invention;
fig. 3 is a schematic structural view of the shaping column of the present invention;
FIG. 4 is a schematic structural view of the attachment support of the present invention;
fig. 5 is a schematic structural view of the diagonal member of the present invention;
FIG. 6 is a schematic structural view of the cable-stayed support of the present invention;
fig. 7 is a schematic structural view of the connection support of the present invention.
Reference numerals: 1-structural floor slab, 2-shaped upright column, 201-support column, 202-first attached lug plate, 203-adjusting bolt hole, 204-first diagonal tension lug plate, 205-first stiffening rib plate, 3-attached support, 301-base plate, 302-second attached lug plate, 303-second stiffening rib plate, 4-pin shaft, 5-high-strength wall-penetrating bolt, 6-drawknot steel plate, 7-damping rubber pad, 8-diagonal draw rod, 801-diagonal draw circular tube, 802-second diagonal tension lug plate, 9-diagonal tension support, 901-support plate, 902-third diagonal tension lug plate, 10-connecting support, 1001-connecting lug plate, 1002-connecting clamp plate, 1003-connecting bolt hole, 1004-third stiffening rib plate and 11-high-strength connecting bolt.
Detailed Description
Hereinafter, an embodiment of an assembly tower crane anchor support frame of the present invention will be described with reference to the accompanying drawings. The embodiments described herein are specific embodiments of the present invention, and are intended to be illustrative of the concepts of the present invention, which are both explanatory and exemplary, and should not be construed as limiting the scope of the embodiments and the invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
In the description of the present invention, it should be noted that the terms "front", "back", "left", "right", "top", "bottom", "up", "down", "inside", "outside", "vertical", "oblique", "horizontal", "vertical", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplification of the description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of the respective portions and the mutual relationships thereof. It should be noted that for the sake of clarity in showing the structures of the various components of the embodiments of the present invention, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
The principles and features of the present invention are described below in conjunction with the following drawings, the illustrated embodiments are provided to explain the present invention and not to limit the scope of the invention. The preferred embodiments of the present invention will be described in further detail below with reference to fig. 1-7:
as shown in fig. 1-2, the utility model discloses an assembly type tower crane anchor support frame that prefers, including the design stand 2, the design stand 2 is vertically erected between two-layer structure floor 1, the connection support 10 of connecting the tower crane attachment arm is installed to its cylinder middle part outside, and its cylinder middle part inboard articulates through round pin axle 4 has oblique pull rod 8, the top and bottom both ends of design stand 2 articulate through round pin axle 4 respectively and adhere to support 3, it is anchored on structure floor 1 through drawknot steel sheet 6 and a plurality of groups of high-strength through-wall bolts 5 to adhere to support 3, and it has shock-absorbing rubber pad 7 to lay between support 3 and structure floor 1, drawknot steel sheet 6 is the rectangle steel sheet, its face pastes and establishes on structure floor 1, and its face center is located the center axis of design stand 2, the oblique pull rod 8 inclines to set up, and the contained angle of oblique pull rod 8 and horizontal plane is not less than 45, its body of rod end articulates through round pin axle 4 has oblique pull support 9, and oblique pull support 9 through drawknot steel sheet 6 and a plurality of groups of high-strength through drawknot steel sheet 5 anchors on structure floor 1, the support 6, support 5 and oblique pull rod 5, and oblique pull support 9 through the support of support structure floor and oblique support structure through drawknot steel sheet, the support 9 and the support 3 or oblique-pulling through the support structure of the support structure;
as shown in fig. 3, the shaping column 2 includes a support column 201 at the middle part, the support column 201 is a square column, a pair of first attaching lug plates 202 is respectively disposed at two ends of the column, an adjusting bolt hole 203 for fixedly connecting the support 10 is disposed at the outer side of the middle part of the column, the adjusting bolt holes 203 are disposed on the support column 201 at intervals along the vertical direction, the support 10 can be fixed at the adjusting bolt holes 203 at different elevation positions, a pair of first oblique-pulling lug plates 204 is disposed at the inner side of the middle part of the support column 201, and a plurality of first stiffening rib plates 205 are welded and fixed between the first oblique-pulling lug plates 204 and the support column 201;
as shown in fig. 4, the attaching support 3 includes a base plate 301 attached to the structural floor 1, a pair of second attaching lug plates 302 matched with the first attaching lug plates 202 is vertically fixed on one side of the base plate 301 away from the structural floor 1, and a plurality of second stiffening rib plates 303 are welded and fixed between the second attaching lug plates 302 and the base plate 301;
as shown in fig. 5-6, the cable-stayed support 9 includes a support plate 901 attached to the structural floor slab 1, and a pair of third cable-stayed ear plates 902 is vertically fixed on one side of the support plate 901 away from the structural floor slab 1, the cable-stayed rod 8 includes a cable-stayed circular tube 801 in the middle, and two ends of the cable-stayed circular tube 801 are respectively fixed with a second cable-stayed ear plate 802 matched with the first cable-stayed ear plate 204 and the third cable-stayed ear plate 902;
as shown in fig. 7, the connection support 10 includes a connection clamp plate 1002 correspondingly attached to the vertical surface of the support column 201 on the side, a connection bolt hole 1003 matched with the adjustment bolt hole 203 is correspondingly formed in the connection clamp plate 1002, a high-strength connection bolt 11 penetrates through the adjustment bolt hole 203 and the connection bolt hole 1003 which are aligned with each other, the connection clamp plate 1002 is fixedly connected with the support column 201 through the high-strength connection bolt 11, a pair of connection lug plates 1001 provided with tower crane attachment arms is vertically fixed between the two connection clamp plates 1002, the connection lug plates 1001 are inserted into the connection clamp plate 1002 and are welded to the connection clamp plate 1002, the inner side end of the middle portion of each connection lug plate abuts against the vertical surface of the support column 201, a plurality of third stiffening rib plates 1004 are welded to the horizontal surface of one side where the two connection lug plates 1001 are far away from each other, and the inner side end of each third stiffening rib plate 1004 abuts against the vertical surface of the support column 201.
The utility model discloses 2 fixed sizes of design stand, the height of adhering to support 3 through the adjustment in the actual construction and the high turnover of different structural layers are realized to the thickness of rubber shock pad 7 and are used.
The utility model discloses a concrete construction method, including following step:
firstly, accurately measuring and positioning according to the installation length of an attachment arm of a tower crane, determining the arrangement position of an anchoring support frame, arranging bolt holes on a structural floor slab 1, and selecting a proper damping rubber pad 7, an attachment support 3 and a diagonal support 9 according to the height between structural layers;
step two, setting a shaping upright post 2, arranging an attachment support 3 and a diagonal support 9 at the end parts of the shaping upright post 2 and the diagonal draw bar 8, and fixing the attachment support 3 and the diagonal draw support 9 on the structural floor slab 1 through a tie steel plate 6 and a high-strength through-wall bolt 5;
and step three, installing the connecting support 10, inserting a connecting lug at the end part of the tower crane attaching arm into a connecting plate ear plate 1001, and connecting through a pin shaft 4.
The above description is only for the preferred embodiment of the present invention, and is not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included within the protection scope of the present invention.
Claims (8)
1. The utility model provides an assembled tower crane anchor support frame which characterized in that: including design stand (2), vertical the propping up of design stand (2) is established between two-layer structure floor (1), and connection support (10) of connecting the tower crane and adhering to the arm are installed in its cylinder middle part outside, and its cylinder middle part inboard articulates through round pin axle (4) has oblique pull rod (8), and the top end both ends of design stand (2) articulate respectively through round pin axle (4) has and adheres to support (3), and adheres to support (3) and wear wall bolt (5) anchor on structure floor (1) through drawknot steel sheet (6) and a plurality of groups of excels in, oblique pull rod (8) slope sets up, and its body of rod end articulates through round pin axle (4) has oblique pull support (9), and draws support (9) to one side and wear wall bolt (5) anchor on structure floor (1) through drawknot steel sheet (6) and a plurality of groups excels in.
2. An assembled tower crane anchoring support according to claim 1, characterized in that: design stand (2) support column (201) including the middle part, support column (201) are square cylinder, and its cylinder both ends all are provided with a pair of first attached otic placode (202), and adjusting bolt hole (203) that are used for fixed connection support (10) are offered in its cylinder middle part outside, and its cylinder middle part inboard is provided with a pair of first otic placode (204) of drawing to one side, and welded fastening has a plurality of first stiffening rib boards (205) between first otic placode (204) of drawing to one side and support column (201).
3. An assembled tower crane anchor support according to claim 2, wherein: adhere to support (3) including pasting bed plate (301) of establishing on structural floor (1), one side vertical fixation that structural floor (1) was kept away from in bed plate (301) has a pair ofly and first adhering to otic placode (202) assorted second and adheres to otic placode (302), and welded fastening has a plurality of second stiffening rib boards (303) between second adhering to otic placode (302) and bed plate (301).
4. An assembled tower crane anchor support according to claim 1, wherein: and a damping rubber pad (7) is laid between the attachment support (3) and the structural floor slab (1).
5. An assembled tower crane anchor support according to claim 1, wherein: the inclined pull rod (8) and the horizontal plane form an included angle of not less than 45 degrees.
6. An assembled tower crane anchor support according to claim 2, wherein: draw support (9) to one side including pasting support plate (901) of establishing on structural floor (1), and support plate (901) keep away from one side vertical fixation of structural floor (1) have a pair of third to one side draw otic placode (902) to one side, draw pole (8) to one side including the middle part draw round tube (801) to one side, draw round tube (801) both ends to one side respectively be fixed with one with first draw otic placode (204) to one side and the oblique otic placode (902) assorted second of third draw otic placode to one side and draw otic placode (802) to one side.
7. An assembled tower crane anchor support according to claim 2, wherein: connecting support (10) are including corresponding connecting splint (1002) of pasting establishing on support column (201) side facade, connecting splint (1002) go up the correspondence seted up with adjusting bolt hole (203) assorted connecting bolt hole (1003), wear to be equipped with high strength connecting bolt (11) in adjusting bolt hole (203) and the connecting bolt hole (1003) that align each other, and high strength connecting bolt (11) link to each other connecting splint (1002) and support column (201) are fixed, between two connecting splint (1002) vertical fixation have a pair of installation tower crane to adhere to connecting lug plate (1001) of arm, connecting lug plate (1001) are inserted and are established on connecting splint (1002) and link to each other with connecting splint (1002) welding, and its plate body middle part medial extremity supports and leans on the side facade of support column (201), and welded fastening has a plurality of third stiffening rib board (1004) on the one side horizontal plane that two connecting lug plate (1001) kept away from each other, and the medial extremity portion of third stiffening rib board (1004) supports and leans on the outside facade of support column (201).
8. An assembled tower crane anchor support according to claim 7, wherein: adjusting bolt hole (203) are laid on support column (201) along vertical direction interval, and connect support (10) and can fix adjusting bolt hole (203) the department at different elevation positions.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222055522.4U CN218201917U (en) | 2022-08-05 | 2022-08-05 | Assembled tower crane anchor supporting frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222055522.4U CN218201917U (en) | 2022-08-05 | 2022-08-05 | Assembled tower crane anchor supporting frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218201917U true CN218201917U (en) | 2023-01-03 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222055522.4U Active CN218201917U (en) | 2022-08-05 | 2022-08-05 | Assembled tower crane anchor supporting frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218201917U (en) |
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2022
- 2022-08-05 CN CN202222055522.4U patent/CN218201917U/en active Active
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