CN211974274U - No counter weight hanging flower basket structure for construction - Google Patents
No counter weight hanging flower basket structure for construction Download PDFInfo
- Publication number
- CN211974274U CN211974274U CN202020545023.1U CN202020545023U CN211974274U CN 211974274 U CN211974274 U CN 211974274U CN 202020545023 U CN202020545023 U CN 202020545023U CN 211974274 U CN211974274 U CN 211974274U
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- suspender
- bolt
- support
- inclined pull
- sleeve
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Abstract
A hanging basket structure without counterweight for building construction is composed of a concrete rooting unit, a hanging basket frame anchored to said concrete rooting unit and consisting of front supporter, supporter sleeve, front hanger rod, middle hanger rod, back inclined pull seat, inclined pull rod, vertical column and steel cable. The front support is arranged on the concrete rooting component, the rear inclined pull seat is positioned below the front support, and the bottom of the rear inclined pull seat is connected with the inner side wall of the concrete rooting component in an anchoring mode through a rear inclined pull seat chemical anchor bolt. The utility model discloses the built-in force that back inclined pull bedplate chemistry crab-bolt provided replaces traditional hanging flower basket counter weight atress, and constructor weight in the frame is hung to balanced front end can save the place of stacking of counter weight after the approach, does not receive factors such as the place is narrow and small in the use limitation yet, very big time limit for a project of having saved, has also avoided the consumption of manual work, material.
Description
Technical Field
The utility model relates to a construction hanging flower basket, especially a no counter weight hanging flower basket.
Background
With the development of economy and the advance of urbanization, the height of urban buildings is increasing day by day. Meanwhile, in order to improve the appearance of the outer vertical surface, the form of the building roof is not limited to a flat roof any more, and various roofs such as a framework layer, a sloping roof and the like appear, so that the use of the traditional hanging basket is greatly limited. When a roof is designed with a framework layer with the height of more than 5m, a traditional hanging basket is used, a full scaffold needs to be built and disassembled to serve as a supporting platform of a hanging basket rear support, and the material and the construction period are greatly consumed and wasted.
In addition, the decoration construction of the outer vertical surface of the building is used as an important component link of the building construction, and has great influence on the appearance of the whole finished product after the building is finished. To the construction of building facade decoration, the conventional way is before placing the hanging flower basket at the roofing, the after-poppet, and the after-poppet increases the counter weight, and constructor weight in the balanced front end hangs the frame to satisfy the construction requirement, the counter weight occupies the construction place, receives the place restriction in the use, causes the narrow and small inconvenience of construction place.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a construction is with no counter weight hanging flower basket structure, the hanging flower basket that will solve the framework layer construction needs to take and tear open full hall scaffold frame and is the supporting platform of hanging flower basket after-poppet, has caused the consumption and the waste of material, and the longer technical problem of time limit for a project still needs to solve the outer facade of building and decorates the construction and need rear end support increase counter weight, and the counter weight occupies the construction site, receives the place restriction in the use, causes the narrow and small inconvenient technical problem in construction site.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a hanging basket structure without counterweight for building construction is composed of a concrete rooting member, a hanging basket frame anchored to said concrete rooting member,
the hanging basket frame comprises a front support, a support sleeve, a front hanging rod, a middle hanging rod, a rear inclined pull seat, an inclined pull rod, a vertical column and a steel wire rope,
the front support is arranged on the concrete rooting component, the bottom of the front support is connected with the top of the concrete rooting component through a front support chemical anchor bolt in an anchoring manner, the top of the front support is provided with two clamping plates, the support sleeve is a square steel pipe, the support sleeve is horizontally fixed and is connected with the top of the front support in the middle and positioned between the clamping plates, the front suspender and the middle suspender are also square steel pipes, the inner diameter sizes of the support sleeve and the middle suspender are both larger than the outer diameter size of the front suspender, the front suspender and the middle suspender are both horizontally arranged, the support sleeve is sleeved in the middle of the front suspender and is connected with the front suspender in an anchoring manner through a sleeve bolt, the rear end part of the front suspender is inserted into the front end part of the middle suspender and is overlapped with the front end,
the rear inclined pull seat is positioned below the front support, the bottom of the rear inclined pull seat is connected with the inner side wall of the concrete rooting component through a rear inclined pull seat chemical anchor bolt in an anchoring manner, the top of the rear inclined pull seat is connected with the bottom of the inclined pull rod through an inclined pull rod bottom bolt in an anchoring manner, the top of the inclined pull rod is connected with the middle part of the middle suspender through an inclined pull rod top bolt in an anchoring manner,
the bottom of stand is fallen and is put at support sheathed tube top, and the bottom clamp of stand is connected between the splint and through the split bolt anchor that runs through splint around, the top of stand is equipped with the tie point, wire rope includes preceding rope and back rope, the top and the tie point of preceding rope are connected, the bottom of preceding rope is connected with anchor assembly, anchor assembly is connected through preceding jib steel wire connecting bolt anchor with the front end of preceding jib, the top and the tie point of back rope are connected, the bottom of back rope is connected with anchor assembly, anchor assembly is connected through well jib steel wire connecting bolt anchor with the middle part of well jib, and well jib steel wire connecting bolt is located the front side of cable-stay bar bolck.
And sleeve connecting holes for the sleeve bolts to penetrate through are formed in the front end and the rear end of the support sleeve.
The front support comprises a front support base plate, a vertical front support vertical pipe fixedly connected to the front support base plate in the middle and clamping plates arranged on the left side and the right side of the vertical pipe, wherein clamping plate holes for the split bolts to penetrate through are formed in the top of the clamping plates.
And a stiffening plate is fixedly connected between the side wall of the bottom of the front support stand pipe and the upper side of the front support base plate.
And a group of front support base plate holes for the penetration of the front support chemical anchor bolts are symmetrically formed in the edge of the upper side of the front support base plate.
The front suspender is provided with a group of front suspender connecting holes which are arranged at equal intervals, and the sleeve bolt, the suspender bolt and the front suspender steel wire connecting bolt all penetrate through the front suspender connecting holes to be anchored.
The length of the middle suspender is not shorter than that of the front suspender, a group of middle suspender connecting holes which are arranged at equal intervals are formed in the middle suspender, and the cable-stayed mast top bolt, the suspender bolt and the middle suspender steel wire connecting bolt all penetrate through the middle suspender connecting holes to be anchored.
The back inclined pull seat comprises a back support base plate and a vertical back support vertical pipe fixedly connected to the back support base plate in the middle, and a set of vertical pipe anchoring holes for penetrating through bottom bolts of the diagonal draw bars are formed in the back support vertical pipe at horizontal intervals.
And stiffening plates are fixedly connected between the side wall of the bottom of the rear support vertical pipe and the upper side of the rear support base plate, and rear support base plate holes for the rear inclined pull seat chemical anchor bolts to penetrate through are formed in four corners of the rear support base plate.
The oblique pull rod is the angle steel, the top portion of oblique pull rod is opened and is had the top hole that supplies oblique pull rod top bolt anchor connection that a set of interval set up, the bottom portion of oblique pull rod is opened and is had the bottom hole that supplies oblique pull rod bottom bolt anchor connection of one.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses adapt to the construction demand, the degree of depth tramples green construction theory. The turnover is used for construction of the outer vertical face of the building, which cannot be provided with and use the standard hanging basket due to the height of the rear support. The utility model discloses construction is with no counter weight hanging flower basket, all fix the hanging flower basket front and back support on the reinforced concrete member through the chemical crab-bolt, practice thrift the construction site land used, reduce the consumption of material, time limit for a project.
After the hanging basket without the balance weight is used, the embedding force provided by the chemical anchor bolts of the rear inclined pull seat plate replaces the balance weight stress of the traditional hanging basket, and the weight of constructors in the hanging frame at the front end is balanced. The utility model discloses a connection can be dismantled to the full bolt, and convenient turnover can save the place of stacking of counter weight after the approach, does not receive factors such as narrow and small in the place to limit yet in the use. Meanwhile, when the roof is constructed under the working condition that the height of the roof is more than 5m, the full framing scaffold for stacking the counter weight can be prevented from being temporarily erected and dismantled. Greatly saving the construction period and avoiding the consumption of manpower and materials.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a perspective view of the front supporter.
Fig. 3 is a schematic structural view of the rear inclined pulling seat.
Fig. 4 is a side view schematic of fig. 3.
Fig. 5 is a schematic structural view of the front boom.
Fig. 6 is a schematic view of the structure of the middle boom.
Fig. 7 is a schematic structural view of the diagonal member.
Reference numerals: 1-front support, 2-support sleeve, 3-front hanger, 31-front hanger connecting hole, 4-middle hanger, 41-middle hanger connecting hole, 5-rear inclined pull seat, 51-rear support base plate, 52-rear support stand pipe, 53-stand pipe anchoring hole, 6-diagonal draw bar, 61-top hole, 62-bottom hole, 7-upright post, 8-steel wire rope, 81-front rope, 82-rear rope, 9-concrete rooting component, 10-front support chemical anchor bolt, 11-splint, 12-front support base plate, 13-front support stand pipe, 14-splint hole, 15-sleeve bolt, 16-hanger bolt, 17-rear inclined pull seat chemical anchor bolt, 18-diagonal draw bar base bolt, 19-diagonal draw bar top bolt, 20-diagonal draw bolt, 21-connecting point, 22-front hanger bar connecting bolt, 23-middle steel wire connecting bolt, 24-sleeve connecting hole, 25-stiffening plate, 26-front support base plate hole, 26-diagonal draw bar top bolt, 20-diagonal draw bolt, 21-diagonal draw bolt, 22-front hanger bar connecting bolt, 23-middle, 27-anchor.
Detailed Description
Examples referring to figures 1-7, a non-weighted basket construction for construction comprises a concrete rooting member 9 and a basket frame anchored to the concrete rooting member.
The hanging basket frame comprises a front support 1, a support sleeve 2, a front suspender 3, a middle suspender 4, a rear inclined pull seat 5, an inclined pull rod 6, a stand column 7 and a steel wire rope 8.
Preceding support 1 is fallen on concrete rooting component 9, and preceding support chemical crab-bolt 10 is passed through to the bottom of preceding support 1 and is connected with the top anchor of concrete rooting component 9, the top of preceding support 1 is equipped with two splint 11, support sleeve 2 is the square steel pipe, and support sleeve 2 level is fixed to be connected between two parties at the top of preceding support 1, is located between the splint 11, preceding jib 3 and well jib 4 also are the square steel pipe, support sleeve 2 and well jib 4's internal diameter size all is greater than preceding jib 3's external diameter size, preceding jib 3 and well jib 4 average level set up, support sleeve 2 overlaps at the middle part of preceding jib 3 and is connected through sleeve bolt 15 anchor rather than, preceding tip coincide of jib 4 and rather than passing through jib bolt 16 anchor connection in the back tip of preceding jib 3 inserts.
The rear inclined pull seat 5 is located below the front support 1, the bottom of the rear inclined pull seat 5 is connected with the inner side wall of the concrete rooting component 9 through a rear inclined pull seat chemical anchor bolt 17 in an anchoring mode, the top of the rear inclined pull seat 5 is connected with the bottom of the inclined pull rod 6 through an inclined pull rod bottom bolt 18 in an anchoring mode, and the top of the inclined pull rod 6 is connected with the middle of the middle suspender 4 in an anchoring mode through an inclined pull rod top bolt 19.
The bottom of stand 7 is fallen on the top of support sleeve 2, and the bottom clamp of stand 7 is connected between splint 11 and through the front and back anchor of 20 anchor bolts that run through splint 11, the top of stand 7 is equipped with tie point 21, wire rope 8 includes preceding rope 81 and back rope 82, the top and the tie point 21 of preceding rope 81 are connected, the bottom of preceding rope 81 is connected with anchor assembly 27, anchor assembly 27 passes through preceding jib steel wire connecting bolt 22 anchor with the front end of preceding jib 3 and is connected, the top and the tie point 21 of back rope 82 are connected, the bottom of back rope 82 is connected with anchor assembly 27, anchor assembly 27 is connected through well jib steel wire connecting bolt 23 anchor with the middle part of well jib 4, well jib steel wire connecting bolt 23 is located the front side of cable-stay roof bolt 19.
And sleeve connecting holes 24 for the sleeve bolts 15 to penetrate through are formed at the front end and the rear end of the support sleeve 2.
The front support 1 comprises a front support base plate 12, a front support vertical pipe 13 vertically and centrally fixedly connected to the front support base plate 12 and clamping plates 11 clamped on the left side and the right side of the vertical pipe, and clamping plate holes 14 for split bolts to penetrate through are formed in the top of the clamping plates 11.
And a stiffening plate 25 is fixedly connected between the bottom side wall of the front support stand pipe 13 and the upper side of the front support base plate 12.
The upper side edge of the front support base plate 12 is symmetrically provided with a group of front support base plate holes 26 for the front support chemical anchor bolts 10 to penetrate through.
The front suspender 3 is provided with a group of front suspender connecting holes 31 which are arranged at equal intervals, and the sleeve bolt 15, the suspender bolt 16 and the front suspender steel wire connecting bolt 22 all penetrate through the front suspender connecting holes 31 to be anchored.
The length of the middle suspender 4 is not shorter than that of the front suspender 3, a group of middle suspender connecting holes 41 which are arranged at equal intervals are arranged on the middle suspender 4, and the diagonal draw bar top bolt 19, the suspender bolt 16 and the middle suspender steel wire connecting bolt 23 all penetrate through the middle suspender connecting holes 41 to be anchored.
The rear inclined pull seat 5 comprises a rear support base plate 51 and a rear support vertical pipe 52 vertically and centrally fixedly connected to the rear support base plate, and a group of vertical pipe anchoring holes 53 for the inclined pull rod bottom bolts 18 to penetrate are horizontally arranged on the rear support vertical pipe 52 at intervals.
And a stiffening plate 25 is fixedly connected between the bottom side wall of the rear support stand pipe 52 and the upper side of the rear support base plate 51. And rear support base plate holes 54 for the rear inclined pull seat chemical anchor bolts 17 to penetrate are respectively formed at four corners of the rear support base plate 51.
The diagonal draw bar 6 is an angle steel, the top end part of the diagonal draw bar 6 is provided with a group of top holes 61 arranged at intervals for the diagonal draw bar top bolts 19 to be anchored and connected, and the bottom end part of the diagonal draw bar 6 is provided with one bottom hole 62 for the diagonal draw bar bottom bolts 18 to be anchored and connected.
In the embodiment, the length of the front suspender is 0.7m-1.5m, the length of the middle suspender is 1.5m, and the length can be adjusted according to actual needs. The height of the front support is 0.5m, the height of the upper upright post is 0.9m, and the length of the diagonal draw bar is 1.9 m.
The anchor bolt designed in this example is a conventional bolt M12 anchor bolt except for the chemical anchor bolt.
The construction process of the embodiment is as follows:
firstly, according to the actual requirements of site construction and the size of materials, the sizes of parts are determined, and a construction drawing is drawn; then according to the method of a drawing, calculating the tensile force borne by each chemical anchor bolt, and rechecking the safety and reliability of the hanging basket without the balance weight in the using process; after the counter weight-free hanging basket is installed, detecting the drawing force of each chemical anchor bolt; and putting the mixture into the use after the mixture is qualified by inspection and acceptance.
Claims (10)
1. The utility model provides a construction is with no counter weight hanging flower basket structure which characterized in that: comprises a concrete rooting component (9) and a hanging basket frame anchored and connected on the concrete rooting component,
the hanging basket frame comprises a front support (1), a support sleeve (2), a front suspender (3), a middle suspender (4), a rear inclined pull seat (5), an inclined pull rod (6), a stand column (7) and a steel wire rope (8),
the front support (1) is placed on a concrete rooting component (9), the bottom of the front support (1) is connected with the top of the concrete rooting component (9) in an anchoring mode through a front support chemical anchor bolt (10), two clamping plates (11) are arranged at the top of the front support (1), the support sleeve (2) is a square steel pipe, the support sleeve (2) is horizontally fixed and connected with the top of the front support (1) in the middle and located between the clamping plates (11), the front suspender (3) and the middle suspender (4) are also square steel pipes, the inner diameter of the support sleeve (2) and the middle suspender (4) is larger than the outer diameter of the front suspender (3), the front suspender (3) and the middle suspender (4) are horizontally arranged, the support sleeve (2) is sleeved in the middle of the front suspender (3) and is connected with the middle of the front suspender in an anchoring mode through a sleeve bolt (15), and the rear end of the front suspender (3) is inserted into the front end of the middle suspender (4) and is overlapped with the front end of the middle suspender and is Is fixedly connected with the base plate,
the rear inclined pull seat (5) is positioned below the front support (1), the bottom of the rear inclined pull seat (5) is connected with the inner side wall of the concrete rooting component (9) through a rear inclined pull seat chemical anchor bolt (17) in an anchoring manner, the top of the rear inclined pull seat (5) is connected with the bottom of the inclined pull rod (6) in an anchoring manner through an inclined pull rod bottom bolt (18), the top of the inclined pull rod (6) is connected with the middle part of the middle suspender (4) in an anchoring manner through an inclined pull rod top bolt (19),
the bottom of the upright post (7) is arranged at the top of the support sleeve (2), the bottom end of the upright post (7) is clamped between the clamping plates (11) and is connected with the clamping plates (11) through the front and the rear pull bolts (20) which penetrate through the clamping plates (11) in an anchoring manner, the top of the upright post (7) is provided with a connecting point (21), the steel wire rope (8) comprises a front rope (81) and a rear rope (82), the top end of the front rope (81) is connected with the connecting point (21), the bottom end of the front rope (81) is connected with an anchoring piece (27), the anchoring piece (27) is connected with the front end of the front suspender (3) through a front suspender steel wire connecting bolt (22) in an anchoring manner, the top end of the rear rope (82) is connected with the connecting point (21), the bottom end of the rear rope (82) is connected with the anchoring piece (27), and the middle part of the middle suspender (4) is, the middle suspender steel wire connecting bolt (23) is positioned at the front side of the inclined stay bar top bolt (19).
2. The basket structure without counterweight for building construction according to claim 1, characterized in that: and sleeve connecting holes (24) for the sleeve bolts (15) to penetrate are formed in the front end and the rear end of the support sleeve (2).
3. The basket structure without counterweight for building construction according to claim 1, characterized in that: preceding support (1) is including preceding support bottom plate (12), vertical preceding support standpipe (13) of fixed connection between two parties on preceding support bottom plate (12) and clamp plate (11) of establishing in the standpipe left and right sides, open the top of clamp plate (11) has supply double-layered pore (14) that run through to the stay bolt.
4. The basket structure without weight for construction according to claim 3, wherein: and a stiffening plate (25) is fixedly connected between the side wall of the bottom of the front support vertical pipe (13) and the upper side of the front support bottom plate (12).
5. The basket structure without weight for construction according to claim 3, wherein: and a group of front support base plate holes (26) for the front support chemical anchor bolts (10) to penetrate through are symmetrically formed in the edge of the upper side of the front support base plate (12).
6. The basket structure without counterweight for building construction according to claim 1, characterized in that: the front suspender (3) is provided with a group of front suspender connecting holes (31) which are arranged at equal intervals, and the sleeve bolt (15), the suspender bolt (16) and the front suspender steel wire connecting bolt (22) all penetrate through the front suspender connecting holes (31) to be anchored.
7. The basket structure without counterweight for building construction according to claim 6, characterized in that: the length of the middle suspender (4) is not shorter than that of the front suspender (3), a group of middle suspender connecting holes (41) which are arranged at equal intervals are formed in the middle suspender (4), and the diagonal draw bar top bolt (19), the suspender bolt (16) and the middle suspender steel wire connecting bolt (23) all penetrate through the middle suspender connecting holes (41) to be anchored.
8. The basket structure without counterweight for building construction according to claim 1, characterized in that: the rear inclined pull seat (5) comprises a rear support base plate (51) and a rear support vertical pipe (52) vertically and centrally fixedly connected to the rear support base plate, and a group of vertical pipe anchoring holes (53) for the inclined pull rod bottom bolts (18) to penetrate through are formed in the rear support vertical pipe (52) at an upper horizontal interval.
9. The basket structure without weight for construction according to claim 8, wherein: and stiffening plates (25) are fixedly connected between the side wall of the bottom of the rear support stand pipe (52) and the upper side of the rear support base plate (51), and rear support base plate holes (54) for the rear inclined pull base chemical anchor bolts (17) to penetrate through are formed in four corners of the rear support base plate (51).
10. The basket structure without counterweight for building construction according to claim 1, characterized in that: the utility model discloses a cable-stay rod (6) is characterized in that diagonal draw bar (6) is the angle steel, top portion of diagonal draw bar (6) is opened has top hole (61) that supplies diagonal draw bar top bolt (19) anchor connection that a set of interval set up, bottom portion of diagonal draw bar (6) is opened has bottom hole (62) that supplies diagonal draw bar bottom bolt (18) anchor connection of one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020545023.1U CN211974274U (en) | 2020-04-14 | 2020-04-14 | No counter weight hanging flower basket structure for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020545023.1U CN211974274U (en) | 2020-04-14 | 2020-04-14 | No counter weight hanging flower basket structure for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211974274U true CN211974274U (en) | 2020-11-20 |
Family
ID=73384623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020545023.1U Expired - Fee Related CN211974274U (en) | 2020-04-14 | 2020-04-14 | No counter weight hanging flower basket structure for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211974274U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123589A (en) * | 2021-04-16 | 2021-07-16 | 中国建筑第八工程局有限公司 | Climbing frame attachment support at outer wall cantilever plate |
| CN113356556A (en) * | 2021-05-31 | 2021-09-07 | 上海二十冶建设有限公司 | Steel structure-based counterweight-free hanging basket installation method |
-
2020
- 2020-04-14 CN CN202020545023.1U patent/CN211974274U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123589A (en) * | 2021-04-16 | 2021-07-16 | 中国建筑第八工程局有限公司 | Climbing frame attachment support at outer wall cantilever plate |
| CN113356556A (en) * | 2021-05-31 | 2021-09-07 | 上海二十冶建设有限公司 | Steel structure-based counterweight-free hanging basket installation method |
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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: 20201120 Termination date: 20210414 |
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| CF01 | Termination of patent right due to non-payment of annual fee |