CN221321720U - Climb frame installation and attach wall auxiliary steel support for support - Google Patents

Climb frame installation and attach wall auxiliary steel support for support Download PDF

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Publication number
CN221321720U
CN221321720U CN202323302377.6U CN202323302377U CN221321720U CN 221321720 U CN221321720 U CN 221321720U CN 202323302377 U CN202323302377 U CN 202323302377U CN 221321720 U CN221321720 U CN 221321720U
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China
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pole
wall
vertical
horizontal
support
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CN202323302377.6U
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李子豪
邓伟
王建林
赵腾飞
牛慧彬
李晨辉
原媛
侯丽霞
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Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Third Construction Engineering Co Ltd of China Construction Second Engineering Bureau Co Ltd
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Abstract

The utility model discloses an auxiliary steel bracket for installing a wall-attached support on a climbing frame, which comprises a vertical rod, a cross rod, inclined rods, a wall-attached support, a climbing frame, a vertical transverse lacing plate, a vertical oblique lacing plate, a transverse oblique lacing plate and a throwing supporting rod, wherein the vertical rod, the cross rod and the inclined rods are formed by connecting two channel steels and connecting bolts, lifting lugs are welded on two sides of the transverse oblique lacing plate, the top end of the throwing supporting rod is rotationally connected to the lifting lugs through pins, connecting steel pipes are embedded in the position of the middle part of the cross rod on an overhead layer roof, and the throwing supporting rod is fixedly connected with the connecting steel pipes. The structure of this device is convenient, and the preparation is convenient and with low costs, and perpendicular transverse lacing board, perpendicular oblique lacing board, transverse lacing board consolidate the both sides of three bight and connect, can guarantee holistic structural strength height, and the steadiness is good to, throw the vaulting pole and correspond in the middle part position of horizontal pole, two throw vaulting poles and pole setting form a triangle-shaped system, and the holistic reinforcement effect is better.

Description

Climb frame installation and attach wall auxiliary steel support for support
Technical Field
The utility model belongs to the field of climbing frame construction, and particularly relates to an auxiliary steel bracket for a climbing frame installation wall-attached support.
Background
For the regular square building structure of outer facade, adopt climb the frame as the external operation scaffold frame have construction convenient high-efficient, whole facade effectual advantage, but at outer facade complex structure, especially have the part to face to empty or surpass the structure of the biggest wall interval between the layer, climb the frame and can't use under the condition of missing multichannel wall support, can only adopt traditional console mode or cantilever type construction scaffold frame, influenced the efficiency of construction greatly, the security also can't obtain guaranteeing.
For this reason, the prior art can refer to the patent with publication number CN115467505A, which discloses an overhead layer climbing frame climbing system, comprising a climbing frame body and a climbing attachment device, wherein the climbing attachment device is arranged on an overhead layer floor slab; the climbing attachment device comprises a shaping triangular stand and telescopic throwing support rods, wherein the telescopic throwing support rods are arranged on two sides of the shaping triangular stand, and the shaping triangular stand is arranged on an overhead floor; the climbing frame body is arranged on one side of the shaping triangular stand in a sliding way.
However, in actual construction, the following drawbacks exist, the upright post 213 of the triangular stand is a cylindrical structure formed by welding four angle steels together by using three lacing plates, each lacing plate is welded on four faces of the angle steel, the manufacturing difficulty is high, the cost is high, the structural strength of the upright post can be ensured to be high, the connection strength of the upright post, the cantilever beam and the diagonal brace is still weak, and the telescopic throwing brace 22 on two sides of the upright post 213 and the upright post 213 are in the same plane, so that the reinforcing effect is limited.
Disclosure of utility model
The utility model provides an auxiliary steel bracket for a wall-attached support for mounting a climbing frame, which is used for solving the technical problems mentioned in the background art.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides an install auxiliary steel support for attaching wall support of climbing frame, includes overhead layer roofing, pole setting, horizontal pole, diagonal pole, M27 wears the wall screw rod, M36 wears the wall screw rod, attaches the wall support, climbs frame, vertical horizontal batten board, vertical diagonal batten board, horizontal diagonal batten board and throws the vaulting pole, pole setting, horizontal pole and diagonal pole are two channel-section steel and connecting bolt connection and form, two channel-section steel openings of pole setting, horizontal pole and diagonal pole deviate from the setting and two and have the interval and form the perforation, pole setting and horizontal pole vertical welded connection, the top of diagonal pole welds with the top of pole setting and the top of pole setting surpasss the top of diagonal pole, the bottom of diagonal pole and the one end welding of pole keeping away from the pole setting of horizontal pole, two channel-section steel of pole setting, horizontal pole and diagonal pole correspond the welding, attach wall support through M27 and pole top and pole setting surpass the position fixed connection of diagonal pole, the M27 wears the wall screw rod and wears between two channel-section steel of pole setting, the horizontal pole passes through the M36 and wears the wall screw rod to fix on the overhead layer roofing, the M36 wears the wall screw rod to wear between two channel-section steel of diaphragm, climb the frame and attach the wall support and be connected, the setting of vertical transverse batten board is in the both sides of pole setting and the junction of horizontal pole and horizontal pole welded connection respectively with pole setting and diagonal pole welded connection, the setting of vertical transverse batten board is in the both sides of the junction of horizontal pole and diagonal pole and respectively with horizontal pole and diagonal pole welded connection, all weld the lug on the lateral surface of two vertical batten boards, the top of throwing the vaulting pole is rotated through the pin and is connected on the lug, the position of flushing with the horizontal pole middle part on the overhead layer roofing is pre-buried to have connecting steel pipe, throw the vaulting pole and be connected fixedly connected with.
Through adopting above-mentioned technical scheme, during the use, with the double-groove steel connection support that punches out pole setting, horizontal pole and diagonal bar, again with pole setting, horizontal pole and diagonal bar welding formation stable three angle steel support system, and with vertical horizontal batten board, vertical diagonal batten board, horizontal diagonal batten board welding carries out the reinforcing connection respectively to the both sides of three bight, welding lug on vertical diagonal batten board again, will throw vaulting pole and lug through the pin and connect, then shift to on the overhead layer roofing, pass the wall screw through M36 and fix three angle steel support system, then will throw the vaulting pole and be connected with pre-buried steel pipe, finally use M27 to wear the wall screw with pole setting and attach the wall support and carry out fixed connection, will climb the frame and attach the wall support and be connected, realize outer facade and all adopt climbing frame construction, under the condition such as irregular building, unconventional layer height, climb the difficult problem that scaffold climbed, and the structure preparation of this device is convenient, horizontal pole and diagonal bar draw materials the same, convenient and the cost is low, vertical horizontal batten board, vertical diagonal batten board, the both sides of horizontal diagonal batten board are to three bight reinforcing the corner portion are connected through the M36 and guarantee that the pole is good to the whole, the stability is strong, and the whole structure is formed to the triangle-shaped, the whole support is better, the stability is guaranteed to the whole, the whole structure is formed to the support, and can be well, and can be to the construction, and can be to the whole to the support, and be well.
Preferably, the connecting steel pipe corresponds to one third of the position of the cross bar, which is close to the vertical rod.
By adopting the technical scheme, the stress condition of the reinforcing effect is better.
Preferably, the throwing supporting rod is detachably connected with the connecting steel pipe through a fastener.
Through adopting above-mentioned technical scheme, the installation is convenient with dismantling, and construction convenience can be convenient turnover use.
Preferably, the included angle between the throwing supporting rod and the overhead layer roof is 45-60 degrees.
By adopting the technical scheme, the angle arrangement of the throwing supporting rod is reasonable, and the stress condition is better.
Preferably, the vertical and horizontal lacing plates are triangular, the vertical and horizontal lacing plates are quadrilateral, and the horizontal lacing plates are pentagonal.
By adopting the technical scheme, the vertical transverse lacing plate, the vertical oblique lacing plate and the horizontal oblique lacing plate are good in reinforcing effect and convenient to weld and construct.
Preferably, the M27 wall penetrating screw is provided with two parts, and the M36 wall penetrating screw is provided with two parts.
By adopting the technical scheme, the connection strength of the triangular steel bracket system and the overhead layer roof is good, and the connection strength of the triangular steel bracket system and the attaching support is good.
The beneficial effects of the utility model are as follows: 1. the method comprises the steps of punching double-groove steel to form a vertical rod, a cross rod and an inclined rod through bolts, welding the vertical rod, the cross rod and the inclined rod to form a stable three-angle steel bracket system, respectively carrying out reinforcing connection on two sides of three corners through welding a vertical transverse batten plate, a vertical oblique batten plate and a transverse oblique batten plate, welding lifting lugs on the vertical oblique batten plate, connecting a cast stay rod with the lifting lugs through pins, transferring the cast stay rod to an overhead layer roof, fixing the three-angle steel bracket system through an M36 wall penetrating screw, connecting the cast stay rod with an embedded steel pipe, finally fixedly connecting the vertical rod with an attached wall bracket through an M27 wall penetrating screw, and finally connecting a climbing frame with the attached wall bracket, so that climbing frame construction is adopted on outer vertical faces, and the problem of climbing of an integral climbing scaffold under the conditions of special-shaped buildings, irregular layer heights and the like is solved;
2. The structure of this device makes conveniently, pole setting, horizontal pole and diagonal bar draw materials the same, and the preparation is convenient and with low costs, and perpendicular horizontal batten board, perpendicular oblique batten board, horizontal oblique batten board consolidate the both sides of three bight and connect, can guarantee holistic structural strength height, and the steadiness is good to, throw the vaulting pole and correspond in the middle part position of horizontal pole, two throw vaulting pole and pole setting form a triangle-shaped's system, and whole reinforcement effect is better, has obtained fine guarantee to the construction safety.
Additional features and advantages of the utility model will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by practice of the utility model; the primary object and other advantages of the utility model may be realized and attained by means of the instrumentalities and particularly pointed out in the specification.
Drawings
FIG. 1 is a schematic side view of the overall structure of an embodiment of the present utility model;
FIG. 2 is a perspective view of a steel bracket portion of an embodiment of the present utility model;
Fig. 3 is a schematic view of the cross bar structure according to an embodiment of the present utility model.
Reference numerals: 1. overhead layer roofing; 2. a vertical rod; 3. a cross bar; 4. a diagonal rod; 5. m27 is a wall-penetrating screw; 6. m36 is a wall-penetrating screw; 7. a wall-attached support; 8. a climbing frame; 9. a vertical and horizontal lacing plate; 10. a vertical inclined lacing plate; 11. a transverse inclined lacing plate; 12. throwing a supporting rod; 13. lifting lugs; 14. and connecting the steel pipes.
Detailed Description
The following examples are given by way of illustration only and are not to be construed as limiting the scope of the utility model.
Referring to fig. 1-3, an auxiliary steel bracket for installing a wall-attached support comprises an overhead roof 1, a vertical rod 2, a cross rod 3, an inclined rod 4, an M27 wall-penetrating screw 5, an M36 wall-penetrating screw 6, a wall-attached support 7, a climbing frame 8, a vertical transverse batten plate 9, a vertical oblique batten plate 10, a transverse oblique batten plate 11 and a throwing support rod 12, wherein the vertical rod 2, the cross rod 3 and the inclined rod 4 are formed by connecting two channel steels and connecting bolts, two channel steel openings of the vertical rod 2, the cross rod 3 and the inclined rod 4 are arranged in a deviating way and are provided with a distance to form a perforation, the vertical rod 2 and the cross rod 3 are vertically welded and connected, the top end of the inclined rod 4 is welded with the top end of the vertical rod 2, the top end of the vertical rod 2 exceeds the top end of the inclined rod 4, the bottom end of the inclined rod 4 is welded with the end of the cross rod 3 away from the vertical rod 2, the cross rod 3 and the two channel steels of the inclined rod 4 are correspondingly welded, the wall-attached support 7 is fixedly connected with the part of the top end of the vertical rod 2, which exceeds the diagonal rod 4, through an M27 wall-penetrating screw 5, the M27 wall-penetrating screw 5 is penetrated between two channel steels of the vertical rod 2, the cross rod 3 is fixed on the overhead layer roof 1 through an M36 wall-penetrating screw 6, the M36 wall-penetrating screw 6 is penetrated between two channel steels of a cross bar, the climbing frame 8 is connected with the wall-attached support 7, the vertical transverse batten plate 9 is arranged on two sides of the joint of the vertical rod 2 and the cross rod 3 and is respectively welded with the vertical rod 2 and the cross rod 3, the vertical diagonal batten plate 10 is arranged on two sides of the joint of the vertical rod 2 and the diagonal rod 4 and is respectively welded with the vertical rod 2 and the diagonal rod 4, the transverse diagonal batten plate 11 is arranged on two sides of the joint of the cross rod 3 and is respectively welded with the cross rod 3 and the diagonal rod 4, lifting lugs 13 are welded on the outer side surfaces of the two vertical diagonal batten plates 10, the top ends of the throwing support rod 12 are rotationally connected on the lifting lugs 13 through pins, the connection steel pipe 14 is embedded in the level position of the middle part of the cross rod 3 on the overhead layer roof 1, and the throwing supporting rod 12 is fixedly connected with the connection steel pipe 14.
During the use, use the bolt with double-channel steel connection support that punches out pole setting 2, horizontal pole 3 and diagonal rod 4, again with pole setting 2, horizontal pole 3 and diagonal rod 4 welding formation stable three angle steel support system, and with stand horizontal batten 9, stand inclined batten 10, the both sides of horizontal batten 11 welding to three bight carry out the reinforcing connection respectively, welding lug 13 on stand inclined batten 10 again, will throw vaulting pole 12 and lug 13 through the pin to be connected, then shift to on the overhead layer roofing 1, wear wall screw 6 through M36 and fix three angle steel support system, then will throw vaulting pole 12 and pre-buried steel pipe connection, finally use M27 to wear wall screw 5 with pole setting 2 and attach wall support 7 and carry out fixed connection, will climb frame 8 and attach wall support 7 and be connected at last, realize that outer facade all adopts climbing frame 8 construction, under the condition such as irregular building, irregular layer height, and the structure preparation of this device is convenient, pole setting 2, horizontal pole 3 and diagonal rod 4 are the same, the cost is convenient and low to make, stand vertical batten 9, the inclined plane 10 carries out the reinforcing effect to three supporting poles 3, the whole connection system is good to the corresponding to the pole setting 12, two sides of the high strength of the support 12, and the whole structure of throwing is guaranteed, the whole structure is very firm and can be formed.
The connecting steel pipe 14 corresponds to one third of the position of the cross bar, which is close to the vertical rod 2, and the stress condition of the reinforcing effect is good. The throwing supporting rod 12 is detachably connected with the connecting steel pipe 14 through a fastener, so that the throwing supporting rod is convenient to install and detach, convenient to construct and capable of being used in a convenient turnover mode.
The included angle between the throwing support rod 12 and the overhead layer roof 1 is 45-60 degrees, the angle arrangement of the throwing support rod 12 is reasonable, and the stress condition is good.
The vertical and horizontal lacing plates 9 are triangular, the vertical and inclined lacing plates 10 are quadrilateral, the horizontal and inclined lacing plates 11 are pentagonal, the reinforcement effect of the vertical and horizontal lacing plates 9, the vertical and inclined lacing plates 10 and the horizontal and inclined lacing plates 11 is good, and the welding construction is convenient.
The M27 wall-penetrating screw 5 is provided with two parts, the M36 wall-penetrating screw 6 is provided with two parts, the connection strength of the triangular steel bracket system and the overhead layer roof 1 is good, and the connection strength of the triangular steel bracket system and the attaching support is good.
The foregoing is merely illustrative of preferred embodiments of the present utility model, and the scope of the present utility model is not limited thereto, but any changes or substitutions that would occur to those skilled in the art within the scope of the present utility model are intended to be included in the scope of the present utility model.

Claims (6)

1. The utility model provides a climb frame installation and attach wall auxiliary steel support for support which characterized in that: including overhead layer roofing (1), pole setting (2), horizontal pole (3), down tube (4), M27 wears wall screw rod (5), M36 wears wall screw rod (6), attaches wall support (7), climb frame (8), erect horizontal batten board (9), erect inclined batten board (10), horizontal batten board (11) and throw vaulting pole (12), pole setting (2), horizontal pole (3) and down tube (4) are two channel-section steel and connecting bolt connection and form, and two channel-section steel openings of pole setting (2), horizontal pole (3) and down tube (4) deviate from setting up and two have the interval and form the perforation, and pole setting (2) and horizontal pole (3) vertical welded connection, the top of down tube (4) and the top welding of pole setting (2) and the top of pole setting (2) surpass the top of down tube (4), the bottom of down tube (4) and the one end welding of pole setting (3) keeping away from pole setting (2), two channel-section steel correspondence welding of pole setting (3) and down tube (4), attach wall support (7) and wear wall screw rod (2) and two channel-section steel openings of down tube (3) and surpass the top of down tube (3) and wear wall screw rod (3) between fixed part (1) and the roof (3) through the vertical pole setting (3) and pass through the vertical pole (3) and the top of down tube (3) and the vertical pole (3) and pass through the fixed part (3, m36 wears wall screw rod (6) and wears between two channel-section steel of diaphragm, climb frame (8) and attach wall support (7) and be connected, it has lug (13) to erect horizontal batten board (9) setting in the both sides of the junction of pole setting (2) and horizontal pole (3) and respectively with pole setting (2) and horizontal pole (3) welded connection, it has connecting steel pipe (14) to erect the both sides of the junction of diagonal batten board (10) setting in pole setting (2) and diagonal pole (4) and respectively with pole setting (2) and diagonal pole (4) welded connection, it has connecting steel pipe (14) to throw the both sides of the junction of diagonal batten board (11) setting in horizontal pole (3) and diagonal pole (4) and respectively with horizontal pole (3) welded connection, all weld on the lateral surface of two vertical diagonal battens (10) lug (13), the top of throwing brace (12) is through pin swivelling connection on lug (13), flush with the middle part of horizontal pole (3) on aerial roof (1), it has connecting steel pipe (14) to pre-buried brace (12) and connecting steel pipe (14) fixed connection.
2. The auxiliary steel bracket for installing a wall-attached support on a climbing frame according to claim 1, wherein: the connecting steel pipe (14) is correspondingly arranged at one third of the position of the cross bar, which is close to the vertical rod (2).
3. The auxiliary steel bracket for installing the wall-attached support on the climbing frame according to claim 2, wherein the auxiliary steel bracket is characterized in that: the throwing supporting rod (12) is detachably connected with the connecting steel pipe (14) through a fastener.
4. The auxiliary steel bracket for installing the wall-attached support for the climbing frame according to claim 3, wherein: the included angle between the throwing supporting rod (12) and the overhead layer roof (1) is 45-60 degrees.
5. The auxiliary steel bracket for installing the wall-attached support for the climbing frame according to claim 4, wherein: the vertical and horizontal lacing plates (9) are triangular, the vertical and inclined lacing plates (10) are quadrilateral, and the horizontal and inclined lacing plates (11) are pentagonal.
6. The auxiliary steel bracket for installing the wall-attached support for the climbing frame according to claim 5, wherein: the M27 wall-penetrating screw (5) is provided with two parts, and the M36 wall-penetrating screw (6) is provided with two parts.
CN202323302377.6U 2023-12-05 2023-12-05 Climb frame installation and attach wall auxiliary steel support for support Active CN221321720U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202323302377.6U CN221321720U (en) 2023-12-05 2023-12-05 Climb frame installation and attach wall auxiliary steel support for support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202323302377.6U CN221321720U (en) 2023-12-05 2023-12-05 Climb frame installation and attach wall auxiliary steel support for support

Publications (1)

Publication Number Publication Date
CN221321720U true CN221321720U (en) 2024-07-12

Family

ID=91793448

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202323302377.6U Active CN221321720U (en) 2023-12-05 2023-12-05 Climb frame installation and attach wall auxiliary steel support for support

Country Status (1)

Country Link
CN (1) CN221321720U (en)

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