CN210563320U - Hanging basket suspension structure without support and counterweight - Google Patents

Hanging basket suspension structure without support and counterweight Download PDF

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Publication number
CN210563320U
CN210563320U CN201920993624.6U CN201920993624U CN210563320U CN 210563320 U CN210563320 U CN 210563320U CN 201920993624 U CN201920993624 U CN 201920993624U CN 210563320 U CN210563320 U CN 210563320U
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steel sleeve
anchoring ring
steel wire
wire rope
embedded
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李素霞
杨化军
罗洁
刘帅杨
李东华
袁春娟
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Beijing Fourth Construction & Engineering Co ltd
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Beijing Fourth Construction & Engineering Co ltd
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Abstract

A hanging structure without a support and a balance weight hanging basket relates to the field of building structure construction, and is used for a roof structure with an inclined roof and a hanging eave on the periphery, and comprises two hanging systems arranged at intervals; each set of the suspension system comprises an anchoring ring embedded in a roof wall body, a steel sleeve embedded between the parapet wall and the cantilever plate, an anti-friction hose inserted in the steel sleeve, and a lifting steel wire rope and a safety rope which are inserted in the anti-friction hose; the utility model provides a roofing be oblique roofing and hang outer eaves for decoration hanging basket need prop up and establish the support body or need the counter weight when all having outer overhang eaves all around, the structure is complicated, and the construction is numerous and diverse, the big problem of the construction degree of difficulty.

Description

Hanging basket suspension structure without support and counterweight
Technical Field
The utility model relates to a building structure construction field, especially a no support does not have counter weight hanging flower basket suspended structure.
Background
The cantilever type hanging basket construction that adds the counter weight area support is adopted usually during traditional building outer wall decoration and fitment construction, and this kind of cantilever type hanging basket that adds the counter weight area support generally is applicable to the simple outer wall face construction of flat roofing or roofing structural style, nevertheless is unable to adopt traditional hanging basket suspended mode construction for the roofing is the oblique roofing and the roofing structural style that the board was encorbelmented all around to take, because of receiving the influence of roof structural style, needs a no support does not have the counter weight and hangs hanging basket mechanism and satisfy the construction requirement.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a there is not counter weight hanging flower basket suspended structure of support, it need establish the support body or need the counter weight for hanging outer eaves for decoration hanging the hanging flower basket when all having outer eaves to hang for oblique roofing all around to solve the roofing, and the structure is complicated, and the construction is numerous and diverse, the big problem of the construction degree of difficulty.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a hanging basket suspension structure without a support and a balance weight is used for a roof structure of an inclined roof and provided with a suspension cornice on the periphery, and comprises two sets of suspension systems which are arranged at intervals; each set of the suspension system comprises an anchoring ring embedded in a roof wall body, a steel sleeve embedded between the parapet wall and the cantilever plate, an anti-friction hose inserted in the steel sleeve, and a lifting steel wire rope and a safety rope which are inserted in the anti-friction hose; the upper ends of the lifting steel wire rope and the safety rope in the suspension system are connected with the anchoring ring through steel wire rope clamps, and the lower ends of the lifting steel wire rope and the safety rope are connected to one side of a hanging basket to be suspended; the upper ends of the lifting steel wire rope and the safety rope in the other set of suspension system are connected with the anchoring ring through steel wire rope clamps, and the lower ends of the lifting steel wire rope and the safety rope are connected to the other side of the hanging basket to be suspended.
The steel sleeve comprises an upper section, an arc middle section and a vertical lower section, wherein the upper section, the arc middle section and the vertical lower section are inclined downwards; the upper part of the upper section of the steel sleeve is penetrated and embedded in the parapet wall along the thickness direction of the parapet wall, and the upper port of the steel sleeve is flush with the inner side surface of the parapet wall; the lower part of the upper section of the steel sleeve is embedded in the upper layer of the cantilever plate; the middle part of the upper section of the steel sleeve is suspended between the parapet wall and the cantilever plate; the middle section of the steel sleeve is embedded in the middle layer of the cantilever plate; the lower section of the steel sleeve is embedded in the lower layer of the cantilever plate, and the lower port of the steel sleeve is flush with the bottom surface of the cantilever plate; the included angle between the central axis of the upper section of the steel sleeve and the horizontal plane is 30-45 degrees.
The anchoring ring is of an axisymmetric structure, the main body of the anchoring ring is U-shaped, two ends of the U-shaped anchoring ring are horizontally bent outwards to form bending sections, and two ends of each bending section are L-shaped and bent inwards to form an anchor hook; the extension line of the central shaft of the upper section of the steel sleeve is intersected with the outer side face of the roof wall, the intersection point is a, the position 15mm above the intersection point a is a point b, the position 15mm below the intersection point a is a point c, and an intersection range is formed between the point b and the point c within the range of 30 mm; the symmetry axis of the anchoring ring is located within the intersection range.
The anchoring ring is vertically embedded in the roof wall body, the main body of the anchoring ring is arranged outwards, and the embedded depth of the anchoring ring is at least 150 mm.
The anchoring ring is formed by bending a first-level steel bar with the diameter of 20 mm.
The steel sleeve is made of a galvanized steel pipe with the outer diameter of 48 mm.
The antifriction hose is a rubber hose.
The distance between the central point of the lower section of the steel sleeve and the outer side face of the cantilever plate is 900 mm.
The lifting steel wire rope and the safety rope are both steel wire ropes.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses a pre-buried anchor ring in roof wall body, set up the steel casing pipe between parapet and overhanging plate, and through the lifting wire rope and the safety rope of pegging graft in the steel casing pipe directly with the hanging flower basket card solid on anchor ring, realize the lift operation of hanging flower basket, under the condition that need not to increase counter weight and prop up and establish the steelframe, for the outer eaves fitment provide operation platform, solve the roofing for the oblique roofing and all around hang when the eaves outward hanging the hanging flower basket mechanism the construction degree of difficulty big problem; the utility model prevents the safety rope and the hoisting steel wire rope passing through the steel sleeve from damaging the constructed parapet and the cantilever plate; the rubber anti-friction hose is arranged in the steel sleeve, so that the damage caused by mutual friction of the safety rope and the lifting steel wire rope in the steel pipe is reduced; the utility model realizes the quick installation and fixation of the hanging basket by arranging the steel sleeve, has simple construction and convenient installation, accelerates the decoration construction progress of the outer eaves, reduces the construction cost and improves the construction safety, and has important significance for the expansion of the application range of the electric hanging basket; the utility model discloses the steel casing pipe that sets up between parapet and the board of encorbelmenting can satisfy the structure and cornice the fitment use outward and can be used for building later stage maintenance clearance to use again, and the steel casing pipe can be its for the end cap shutoff of end opening when not using, satisfies outer eaves fitment aesthetic requirements.
The utility model discloses but wide application is in hanging flower basket construction structure.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic perspective view of a hanging structure of a cradle without a support and a counterweight of the present invention.
Fig. 2 is a schematic view of the vertical structure of the cradle hanging structure without support and counterweight of the present invention.
3 fig. 3 3 3 is 3 a 3 sectional 3 view 3 taken 3 along 3 line 3 a 3- 3 a 3 in 3 fig. 3 2 3. 3
Fig. 4 is a sectional view B-B in fig. 2.
Fig. 5 is a schematic view of the construction of the wire rope clamp.
Fig. 6 is a schematic view of the structure of the anchoring ring.
Reference numerals: reference numerals: 1-anchoring ring, 2-steel wire rope clamp, 3-hanging basket, 4-steel sleeve, 5-antifriction hose, 6-lifting steel wire rope, 7-safety rope.
Detailed Description
Referring to the figures 1 and 2, the hanging basket suspension structure without the support and the balance weight is used for a roof structure with an inclined roof and a suspended cornice on the periphery, and comprises two sets of suspension systems which are arranged at intervals, wherein a hanging basket 3 is connected between the bottom ends of the two sets of suspension systems; each set of the suspension system comprises an anchoring ring 1 pre-embedded in a roof wall body, a steel sleeve 4 pre-embedded between a parapet wall and a cantilever plate, an anti-friction hose 5 inserted in the steel sleeve 4, and a lifting steel wire rope 6 and a safety rope 7 which are inserted in the anti-friction hose 5; two ends of the hanging basket 3 are respectively provided with a safety lock and a lifting device; the upper end of the lifting steel wire rope 6 is connected with the anchoring ring 1 through the steel wire rope clamp 2, and the lower end of the lifting steel wire rope is connected with a lifting device positioned on the same side; the upper end of the safety rope 7 is connected with the anchoring ring 1 through the steel wire rope clamp 2, and the lower end of the safety rope passes through the safety lock positioned on the same side and is connected with a heavy hammer; the upper ends of the lifting steel wire rope 6 and the safety rope 7 in one set of the suspension system are connected with the anchoring ring 1 through the steel wire rope clamp 2, and the lower ends of the lifting steel wire rope and the safety rope are connected to one side of the hanging basket 3 to be suspended; the upper ends of the lifting steel wire rope 6 and the safety rope 7 in the other set of suspension system are connected with the anchoring ring 1 through the steel wire rope clamp 2, and the lower ends of the lifting steel wire rope and the safety rope are connected to the other side of the hanging basket 3 to be suspended; the anti-friction hose 5 is a rubber hose; the lifting steel wire rope 6 and the safety rope 7 are steel wire ropes, the steel wire ropes are galvanized steel wire ropes special for hanging baskets, the strength is high, the corrosion resistance is good, the type of the steel wire ropes is 4 multiplied by 25Fi + PP-phi 8.3, and the breaking tension of the steel wire ropes is not less than 51.8 kN; the lifting device comprises an electromagnetic braking motor, a centrifugal speed limiting device and a manual sliding device; when the circuit is in fault or power failure, the electromagnetic braking motor generates braking torque to brake and suspend the hanging basket; the centrifugal speed limiting device can ensure that the gliding speed of the hanging basket is not more than 1.5 times of the rated lifting speed; the manual sliding-down device controls the hanging basket platform to descend under the conditions of electrical fault or power failure and emergency, and the specific method comprises the following steps: a shifting rod arranged in a handle of the lifting device is inserted into a hole of a shifting fork positioned in a motor fan cover of an electromagnetic brake, the shifting rod is lifted upwards, and the brake is opened, so that the working hanging basket can slide downwards at a constant speed; the hanging basket 3 is a section steel frame structure formed by connecting sheet type assembly weldments through bolts; the roof wall, the parapet wall and the gutter outer cantilever plate can bear external force load added by the hanging basket without reinforcement and other reinforcement treatment; referring to fig. 5, the wire rope clip 2 includes a U-shaped main body portion and a clip block, and the clip block is provided with two through holes which are respectively sleeved on two limbs of the main body portion and are plugged by bolts connected to two ends of the main body portion.
Referring to fig. 1 to 3, the steel casing 4 includes an upper section inclined downward, an arc-shaped middle section, and a vertical lower section; the upper part of the upper section of the steel sleeve 4 is penetrated and embedded in the parapet wall along the thickness direction of the parapet wall, and the upper port of the steel sleeve 4 is flush with the inner side surface of the parapet wall; the lower part of the upper section of the steel sleeve 4 is embedded in the upper layer of the cantilever plate; the middle part of the upper section of the steel sleeve 4 is suspended between the parapet wall and the cantilever plate; the middle section of the steel sleeve 4 is embedded in the middle layer of the cantilever plate; the lower section of the steel sleeve 4 is embedded in the lower layer of the cantilever plate, and the lower port of the steel sleeve 4 is flush with the bottom surface of the cantilever plate; the included angle between the central axis of the upper section of the steel sleeve 4 and the horizontal plane is 30-45 degrees; the distance between the center point of the lower section of the steel sleeve 4 and the outer side face of the cantilever plate is 900 mm; the steel sleeve 4 is made of a galvanized steel pipe with the outer diameter of 48 mm.
Referring to fig. 1, 2, 4 and 6, the anchoring ring 1 is of an axisymmetric structure, the main body of the anchoring ring is U-shaped, two ends of the U-shape are horizontally bent outwards to form bending sections, and two ends of the bending sections are L-shaped and bent inwards to form anchor hooks; the distance between the two vertical sections of the main body is 120mm, the length of the main body is 300mm, and the length of the bending section is 200 mm; the extension line of the central shaft of the upper section of the steel sleeve 4 is intersected with the outer side face of the roof wall, the intersection point is a, the position 15mm above the intersection point a is a point b, the position 15mm below the intersection point a is a point c, and an intersection range is formed between the point b and the point c within the range of 30 mm; the symmetry axis of the anchoring ring 1 is positioned in the intersection range; the anchoring ring 1 is vertically embedded in a roof wall body, the main body of the anchoring ring is arranged outwards, the embedded depth of the anchoring ring 1 is 150mm, and the exposed length of the anchoring ring is 150 mm; the height between the symmetrical axis of the anchoring ring and the roof structural slab is determined according to specific construction requirements; the anchoring ring 1 is formed by bending a first-level steel bar with the diameter of 20 mm.
The construction method applying the bracket-free and counterweight-free hanging basket suspension structure comprises the following steps:
firstly, embedding two anchoring rings 1 in a roof wall at intervals according to a design drawing and a measurement setting-out result, ensuring that the embedding depth of the anchoring rings 1 is at least 150mm, and simultaneously ensuring that the symmetry axes of the anchoring rings 1 are positioned in the intersection range.
And step two, pre-burying a steel sleeve 4 in the parapet and the cantilever plate according to a design drawing and a measurement paying-off result, and ensuring that an upper port of the steel sleeve 4 is flush with the inner side surface of the parapet and a lower port is flush with the bottom surface of the cantilever plate.
And step three, inserting the antifriction hose 5 into the steel sleeve 4.
And step four, inserting the lifting steel wire rope 6 and the safety rope 7 into the anti-friction hose 5, and clamping the upper ends of the lifting steel wire rope 6 and the safety rope 7 on the exposed main body of the anchoring ring 1 through the steel wire rope clamp 2 to complete construction of two sets of suspension systems.
Connecting the lower end of a lifting steel wire rope 6 in a set of suspension system with a lifting device on one side of the hanging basket 3, and connecting the lower end of a safety rope 7 on the side with a heavy hammer after penetrating through a safety lock; the lower end of a lifting steel wire rope 6 in the other set of suspension system is connected with a lifting device on the other side of the hanging basket 3, and the lower end of a safety rope 7 on the side is connected with a heavy hammer after penetrating through a safety lock, so that the hanging of the hanging basket is completed.

Claims (7)

1. The utility model provides a no support does not have counter weight hanging flower basket suspended structure for sloping roofing just takes the roof structure of eaves of encorbelmenting all around, its characterized in that: comprises two sets of suspension systems which are arranged at intervals; each set of the suspension system comprises an anchoring ring (1) embedded in a roof wall body, a steel sleeve (4) embedded between a parapet wall and a cantilever plate, an anti-friction hose (5) inserted in the steel sleeve (4), and a lifting steel wire rope (6) and a safety rope (7) which are inserted in the anti-friction hose (5); the upper ends of the lifting steel wire rope (6) and the safety rope (7) in the suspension system are connected with the anchoring ring (1) through the steel wire rope clamp (2), and the lower ends of the lifting steel wire rope and the safety rope are connected to one side of a hanging basket (3) to be suspended; the upper ends of the lifting steel wire rope (6) and the safety rope (7) in the other set of suspension system are connected with the anchoring ring (1) through the steel wire rope clamp (2), and the lower ends of the lifting steel wire rope and the safety rope are connected to the other side of the hanging basket (3) to be suspended;
the steel sleeve (4) comprises an upper section, an arc middle section and a vertical lower section, wherein the upper section, the arc middle section and the vertical lower section are inclined downwards; the upper part of the upper section of the steel sleeve (4) penetrates through and is embedded in the parapet wall along the thickness direction of the parapet wall, and the upper port of the steel sleeve (4) is flush with the inner side surface of the parapet wall; the lower part of the upper section of the steel sleeve (4) is embedded in the upper layer of the cantilever plate; the middle part of the upper section of the steel sleeve (4) is suspended between the parapet wall and the cantilever plate; the middle section of the steel sleeve (4) is embedded in the middle layer of the cantilever plate; the lower section of the steel sleeve (4) is embedded in the lower layer of the cantilever plate, and the lower port of the steel sleeve (4) is flush with the bottom surface of the cantilever plate; the included angle between the central axis of the upper section of the steel sleeve (4) and the horizontal plane is 30-45 degrees;
the anchoring ring (1) is of an axisymmetric structure, the main body of the anchoring ring is U-shaped, two ends of the U-shaped anchoring ring are horizontally bent outwards to form bending sections, and two ends of the bending sections are L-shaped and bent inwards to form anchor hooks; the extension line of the central shaft of the upper section of the steel sleeve (4) is intersected with the outer side face of the roof wall, the intersection point is a, the position 15mm above the intersection point a is a point b, the position 15mm below the intersection point a is a point c, and an intersection range is formed between the point b and the point c within the range of 30 mm; the symmetry axis of the anchoring ring (1) is located in the intersection range.
2. The cradle hanging structure without support and counterweight of claim 1, wherein: the anchoring ring (1) is vertically embedded in a roof wall body, the main body of the anchoring ring is arranged outwards, and the embedded depth of the anchoring ring (1) is at least 150 mm.
3. The cradle hanging structure without support and counterweight of claim 1, wherein: the anchoring ring (1) is formed by bending a first-level steel bar with the diameter of 20 mm.
4. The cradle hanging structure without support and counterweight of claim 1, wherein: the steel sleeve (4) is made of a galvanized steel pipe with the outer diameter of 48 mm.
5. The cradle hanging structure without support and counterweight of claim 1, wherein: the anti-friction hose (5) is a rubber hose.
6. The cradle hanging structure without support and counterweight of claim 1, wherein: the distance between the central point of the lower section of the steel sleeve (4) and the outer side face of the cantilever plate is 900 mm.
7. The cradle hanging structure without support and counterweight of claim 1, wherein: the lifting steel wire rope (6) and the safety rope (7) are both steel wire ropes.
CN201920993624.6U 2019-06-28 2019-06-28 Hanging basket suspension structure without support and counterweight Active CN210563320U (en)

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CN201920993624.6U CN210563320U (en) 2019-06-28 2019-06-28 Hanging basket suspension structure without support and counterweight

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CN210563320U true CN210563320U (en) 2020-05-19

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158937A (en) * 2019-06-28 2019-08-23 北京建工四建工程建设有限公司 A kind of no bracket is without counterweight hanging basket suspension structure and its construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110158937A (en) * 2019-06-28 2019-08-23 北京建工四建工程建设有限公司 A kind of no bracket is without counterweight hanging basket suspension structure and its construction method
CN110158937B (en) * 2019-06-28 2024-02-13 北京建工四建工程建设有限公司 Cradle hanging structure without support and counterweight and construction method thereof

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