CN112376882B - Hydraulic climbing type outer wall scaffold - Google Patents

Hydraulic climbing type outer wall scaffold Download PDF

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Publication number
CN112376882B
CN112376882B CN202011285607.0A CN202011285607A CN112376882B CN 112376882 B CN112376882 B CN 112376882B CN 202011285607 A CN202011285607 A CN 202011285607A CN 112376882 B CN112376882 B CN 112376882B
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China
Prior art keywords
scaffold
fixedly connected
block
fixing
wall
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CN202011285607.0A
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CN112376882A (en
Inventor
符史勇
邱夏梁
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Zhejiang Jiajia Construction Technology Co ltd
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Zhejiang Jiajia Construction Technology Co ltd
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Priority to CN202011285607.0A priority Critical patent/CN112376882B/en
Publication of CN112376882A publication Critical patent/CN112376882A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00Component parts or accessories for scaffolds
    • E04G5/001Safety or protective measures against falling down relating to scaffoldings
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16FSPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
    • F16F15/00Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
    • F16F15/02Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
    • F16F15/04Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
    • F16F15/06Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
    • F16F15/067Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G3/00Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

Abstract

The invention discloses a hydraulic climbing type outer wall scaffold, which comprises a base and a plurality of scaffold board bodies, wherein a buffer mechanism is arranged at the upper end of the base, a first fixing board and a second fixing board are arranged on the buffer mechanism, the second fixing board is positioned above the first fixing board, and a supporting mechanism is arranged between the first fixing board and the second fixing board. According to the scaffold board, the cylindrical block on the scaffold board body is inserted into the strip-shaped groove, so that the inserted block is matched with the damping spring to be inserted into the slot, the cylindrical block is effectively limited in the strip-shaped groove, the damping spring on the limiting rod is matched with the cylindrical block to provide limiting buffering for the scaffold board body, the scaffold board body is prevented from shaking when being lifted, the supporting pile is matched with the transverse connecting block and the vertical connecting block, and the inclined fixing block is used for supporting and fixing the second fixing plate, so that the supporting mechanism is matched with the fixing rod to compress the hydraulic buffer in the circular groove when being stressed, the stress on the supporting mechanism is buffered, and the stability of the lower bearing support is improved.

Description

Hydraulic climbing type outer wall scaffold
Technical Field
The invention relates to the technical field of hydraulic scaffolds, in particular to a hydraulic climbing type outer wall scaffold.
Background
The external scaffold is a scaffold erected on the periphery of a building, the external scaffold is widely used, various floor type external scaffolds, hanging type scaffolds, cantilever type scaffolds, hanging type scaffolds and the like are generally erected on the periphery of the building, the external scaffold is mainly used for outer wall building, outer facade decoration and reinforced concrete engineering, and a temporary structural frame for loading, stacking and construction operation outside an outer line of the outer wall is erected for building construction.
Current hydraulic pressure scaffold frame is when in-service use, and its scaffold board lacks buffer structure, produces easily when lifting movement and rocks, and holds under the bottom and support stability not good, provides a hydraulic pressure formula outer wall scaffold frame of climbing now and solves above-mentioned problem.
Disclosure of Invention
The invention provides a hydraulic climbing type outer wall scaffold, which is used for solving the technical problems that a scaffold plate of the existing hydraulic scaffold in the background art is lack of a buffer structure, is easy to shake during lifting movement and is poor in bottom lower bearing support stability when the existing hydraulic scaffold is actually used.
In order to achieve the purpose, the invention adopts the following technical scheme:
the utility model provides a hydraulic pressure formula outer wall scaffold that climbs, includes base and a plurality of scaffold board body, the upper end of base is equipped with buffer gear, last first fixed plate and the second fixed plate of being equipped with of buffer gear, the second fixed plate is located the top of first fixed plate, be equipped with supporting mechanism between first fixed plate and the second fixed plate, the upper end mount of second fixed plate is equipped with the slide rail pole setting that a plurality of intervals distribute, and is a plurality of scaffold board body passes through bolt level and fixes between a plurality of slide rail pole settings equally, and is a plurality of all be equipped with damper on the front and back relative lateral wall of slide rail pole setting, scaffold board body is just being equipped with joint spare on the lateral wall of slide rail pole setting, joint spare and damper joint.
Preferably, buffer gear is including setting up in a plurality of circular recess that the base is close to the front and back both sides upper end, and is a plurality of be the distribution of equidistance between the circular recess, it is a plurality of equal fixedly connected with hydraulic buffer on the bottom of circular recess, it is a plurality of the equal fixedly connected with dead lever in upper end of hydraulic buffer, it is a plurality of the upper end of dead lever all with the lower extreme fixed connection of first fixed plate, it is a plurality of the sealing washer has all been cup jointed to the one end that the dead lever is located the circular recess outside, it is a plurality of the lower extreme of sealing washer all with the upper end fixed connection of base.
Preferably, the supporting mechanism comprises a plurality of supporting piles which are distributed equidistantly and fixedly connected to opposite side walls of the first fixing plate and the second fixing plate, the supporting piles are arranged close to side walls of the front end and the rear end of the first fixing plate and the second fixing plate respectively, a plurality of inclined fixing blocks are fixedly connected between the side walls of the supporting piles and the first fixing plate and between the side walls of the supporting piles and the second fixing plate respectively, transverse connecting blocks are fixedly connected to the side walls of the supporting piles in the left-right direction, and vertical connecting blocks are fixedly connected to the side walls of the supporting piles in the front-rear direction.
Preferably, a plurality of the transverse connecting blocks and the vertical connecting blocks are all positioned on the same horizontal plane.
Preferably, damper is including setting up a plurality of bar grooves on the relative lateral wall around a plurality of slide rail pole settings, and is a plurality of equal fixedly connected with gag lever post on the top surface in bar groove and the bottom, equal fixedly connected with damping spring, two on the top surface in bar groove and the bottom damping spring all cup joints the gag lever post setting, all be equipped with the locating part on the left and right sides inner wall in bar groove, locating part and gag lever post all with joint spare joint.
Preferably, the locating part is including setting up the spout on the bar groove left and right sides inner wall respectively, two equal sliding connection has the assorted slider with it in the spout, two all be equipped with the recess on the relative lateral wall of slider, two equal fixedly connected with compression spring on the relative inner wall of recess, two the equal fixedly connected with inserted block of one end that compression spring kept away from the recess inner wall, two the inserted block all with joint spare joint.
Preferably, the joint spare includes that fixed connection is just to the cylindricality piece on the slide rail pole setting lateral wall in scaffold board body, the cylindricality piece is kept away from and is equipped with the arc draw-in groove that communicates the setting from top to bottom on the lateral wall of scaffold board body, the cylindricality piece is inserted and is located the bar inslot, the gag lever post is inserted and is located the arc draw-in groove, two damping spring all offsets the contact with the cylindricality piece, be equipped with bilateral symmetry's slot on the annular lateral wall of cylindricality piece, with two with one side the inserted block is inserted respectively and is located two slots.
Preferably, the inserted block is provided with a strip-shaped pulling block on the side wall of the front end far away from the pressure spring, the inner wall of the front side of the slot is provided with a strip-shaped opening, and the strip-shaped pulling block penetrates through the strip-shaped opening.
Compared with the prior art, the invention has the beneficial effects that:
1. through inserting the cylindricality piece on the scaffold board body and locating the bar inslot for inserted block cooperation damping spring inserts and locates the slot, and is effective spacing at the bar inslot with the cylindricality piece, thereby makes damping spring cooperation cylindricality piece on the gag lever post provide spacing buffering to the scaffold board body, produces when avoiding the scaffold board body to go up and down and rocks.
2. Through the supporting pile cooperation transverse connection piece and the vertical connecting block that set up to and the slope fixed block provides to support the second fixed plate fixedly, make the hydraulic buffer of cooperation dead lever compression circular recess during the supporting mechanism atress, and then cushion the atress on the supporting mechanism, improve the stability of holding the support down.
Drawings
Fig. 1 is a perspective schematic view of a hydraulic climbing scaffold for an exterior wall according to the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
fig. 3 is a schematic structural diagram of a support mechanism of a hydraulic climbing type external wall scaffold provided by the invention;
FIG. 4 is an enlarged view of a portion of FIG. 1 at B;
FIG. 5 is an enlarged view of a portion of FIG. 4 at D;
fig. 6 is a schematic structural diagram of a column block of a hydraulic climbing type external wall scaffold provided by the invention;
FIG. 7 is an enlarged view of a portion of FIG. 1 at C;
fig. 8 is a partial enlarged view at E in fig. 7.
In the figure: the hydraulic buffer comprises a base 1, a scaffold board body 2, a first fixing plate 3, a second fixing plate 4, a sliding rail upright rod 5, a circular groove 6, a hydraulic buffer 7, a fixing rod 8, a sealing ring 9, a supporting pile 10, an inclined fixing block 11, a transverse connecting block 12, a vertical connecting block 13, a strip-shaped groove 14, a limiting rod 15, a damping spring 16, a sliding groove 17, a sliding block 18, a groove 19, a pressure spring 20, an inserting block 21, a column-shaped block 22, an arc-shaped clamping groove 23, a slot 24, a strip-shaped pulling block 25 and a strip-shaped opening 26.
Detailed Description
In the description of the present invention, it is to be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-8, a hydraulic climbing formula outer wall scaffold, including base 1 and a plurality of scaffold board body 2, base 1's upper end is equipped with buffer gear, and buffer gear is including setting up in a plurality of circular recesses 6 that base 1 is close to the upper end of both sides around, be the distribution of equidistance between a plurality of circular recesses 6, equal fixedly connected with hydraulic buffer 7 on the bottom of a plurality of circular recesses 6, and hydraulic buffer 7's model is: HYD10-70, hydraulic buffer 7 cooperates the dead lever 8 to provide the buffering support to the supporting mechanism on first fixed plate 3, the equal fixedly connected with dead lever 8 in upper end of a plurality of hydraulic buffer 7, the upper end of a plurality of dead levers 8 all with the lower extreme fixed connection of first fixed plate 3, sealing washer 9 has all been cup jointed to the one end that a plurality of dead levers 8 are located outside circular slot 6, the lower extreme of a plurality of sealing washers 9 all with base 1's upper end fixed connection, sealing washer 9 can prevent that impurity from getting into in circular slot 6, avoid corrosion hydraulic buffer 7, the life of extension hydraulic buffer 7.
The buffer mechanism is provided with a first fixing plate 3 and a second fixing plate 4, the second fixing plate 4 is positioned above the first fixing plate 3, a supporting mechanism is arranged between the first fixing plate 3 and the second fixing plate 4, the supporting mechanism comprises a plurality of supporting piles 10 which are distributed at equal intervals and fixedly connected to opposite side walls of the first fixing plate 3 and the second fixing plate 4, the supporting piles 10 are respectively arranged close to the front end side wall and the rear end side wall of the first fixing plate 3 and the second fixing plate 4, inclined fixing blocks 11 are fixedly connected between the side walls of the supporting piles 10 and the first fixing plate 3 and the second fixing plate 4, the inclined fixing blocks 11 are matched with transverse connecting blocks 12 and vertical connecting blocks 13 to support and fix the supporting piles 10, the stability of the supporting mechanism is improved, the transverse connecting blocks 12 are fixedly connected to the side walls of two adjacent supporting piles 10 in the left-right direction, the vertical connecting blocks 13 are fixedly connected to the side walls of two opposite supporting piles 10 in the front-back direction, the horizontal connecting blocks 12 and the vertical connecting blocks 13 are all positioned on the same horizontal plane.
The upper end mount of second fixed plate 4 is equipped with the slide rail pole setting 5 that a plurality of equi-interval distribute, a plurality of scaffold board bodies 2 are fixed between a plurality of slide rail pole settings 5 through bolt level equi-interval, all be equipped with damper on the relative lateral wall around a plurality of slide rail pole settings 5, damper is including setting up a plurality of bar grooves 14 on the relative lateral wall around a plurality of slide rail pole settings 5, equal fixedly connected with gag lever post 15 on the top surface of a plurality of bar grooves 14 and the bottom, equal fixedly connected with damping spring 16 on the top surface of bar groove 14 and the bottom, gag lever post 15 sets up is all cup jointed to two damping spring 16, damping spring 16's elasticity performance cooperation is inserted the cylindricality piece 22 of locating in bar groove 14 and is provided spacing buffering to scaffold board body 2, produce when avoiding scaffold board body 2 to go up and down and rock.
The inner walls of the left side and the right side of the strip-shaped groove 14 are respectively provided with a limiting part, the limiting part and the limiting rod 15 are respectively clamped with the clamping part, the limiting part comprises sliding grooves 17 which are respectively arranged on the inner walls of the left side and the right side of the strip-shaped groove 14, sliding blocks 18 matched with the sliding grooves 17 are respectively connected in the two sliding grooves 17 in a sliding way, when the scaffold is lifted, the scaffold board body 2 generates a stress tendency in the vertical direction to drive the cylindrical block 22 to move on the limiting rod 15 and compress or stretch the damping spring 16, so that the damping spring 16 on the limiting rod 15 is matched with the cylindrical block 22 to provide limiting buffer for the scaffold board body 2, the scaffold board body 2 is prevented from shaking when lifted, grooves 19 are respectively arranged on the opposite side walls of the two sliding blocks 18, pressure springs 20 are respectively and fixedly connected on the opposite inner walls of the two grooves 19, the ends of the two pressure springs 20 far away from the inner walls of the grooves 19 are respectively and fixedly connected with the inserting blocks 21, and the two inserting blocks 21 are respectively clamped with the clamping part, the elastic properties of the compression spring 20 enable the insert 21 to be inserted into the slot 24 of the cylindrical block 22.
The side wall of the scaffold board body 2 opposite to the slide rail upright stanchion 5 is provided with a clamping piece which is clamped with the damping mechanism, the clamping piece comprises a cylindrical block 22 fixedly connected with the side wall of the scaffold board body 2 opposite to the slide rail upright stanchion 5, the side wall of the cylindrical block 22 far away from the scaffold board body 2 is provided with an arc clamping groove 23 which is communicated up and down, the cylindrical block 22 is inserted in a strip-shaped groove 14, a limiting rod 15 is inserted in the arc clamping groove 23, two damping springs 16 are respectively abutted with the cylindrical block 22, the annular side wall of the cylindrical block 22 is provided with slots 24 which are symmetrically distributed left and right, two insertion blocks 21 on the same side are respectively inserted in the two slots 24, the side wall of the front end of the insertion block 21 far away from the pressure spring 20 is provided with a strip-shaped pulling block 25, the inner wall of the front side of the slot 24 is provided with a strip-shaped opening 26, the strip-shaped pulling block 25 is arranged by penetrating the strip-shaped opening 26, the strip-shaped pulling block 25 is convenient for pulling the insertion block 21 to be separated from the slot 24, the cylindrical block 22 is conveniently drawn out of the strip-shaped groove 14.
When the scaffold is used, a plurality of scaffold board bodies 2 are fixed between a plurality of slide rail upright posts 5 in a horizontal equal interval through bolts, the cylindrical blocks 22 on the scaffold board bodies 2 are respectively inserted into two strip-shaped grooves 14 which are horizontally opposite from each other in the front and back direction, the cylindrical blocks 22 abut against the insertion blocks 21 to be contracted into the grooves 19 and compress the pressure springs 20 until the limiting rods 15 are inserted into the arc-shaped clamping grooves 23 on the cylindrical blocks 22, the pressure springs 20 are reset to drive the insertion blocks 21 to be inserted into the slots 24, the strip-shaped pull blocks 25 penetrate through the strip-shaped openings 26, when the scaffold is lifted, the scaffold board bodies 2 are stressed to drive the cylindrical blocks 22 to move on the limiting rods 15 in the strip-shaped grooves 14 and compress or stretch the damping springs 16, so that the damping springs 16 on the limiting rods 15 cooperate with the columns 22 to provide limiting buffering for the scaffold board bodies 2, the scaffold board bodies 2 are prevented from shaking when the scaffold board bodies 2 are lifted, and a plurality of supporting piles 10 are fixed between the first fixing plate 3 and the second fixing plate 4 in an equal interval, and fix a plurality of transverse connection block 12 about between two adjacent support stake 10, fix a plurality of vertical connecting block 13 between two adjacent support stake 10 in the front and back, fix a plurality of slope fixed block 11 respectively between the lateral wall and first fixed plate 3 and the second fixed plate 4 of supporting stake 10, make support stake 10 cooperation transverse connection block 12 and vertical connecting block 13, and slope fixed block 11 provides to support fixedly to second fixed plate 4, make the hydraulic buffer 7 in the circular recess 6 of cooperation dead lever 8 compression during the supporting mechanism atress, and then cushion the atress on the supporting mechanism, improve the stability that bears the support down.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.

Claims (7)

1. A hydraulic climbing type outer wall scaffold comprises a base (1) and a plurality of scaffold board bodies (2), and is characterized in that a buffer mechanism is arranged at the upper end of the base (1), a first fixing plate (3) and a second fixing plate (4) are arranged on the buffer mechanism, the second fixing plate (4) is positioned above the first fixing plate (3), a supporting mechanism is arranged between the first fixing plate (3) and the second fixing plate (4), a plurality of slide rail upright rods (5) which are distributed at equal intervals are arranged on an upper fixing frame of the second fixing plate (4), the scaffold board bodies (2) are horizontally and equidistantly fixed between the slide rail upright rods (5) through bolts, damping mechanisms are arranged on front and rear opposite side walls of the slide rail upright rods (5), and the scaffold board bodies (2) are just provided with clamping pieces on the side walls of the slide rail upright rods (5), joint spare and damper joint, supporting mechanism includes a plurality of supporting piles (10) that distribute between waiting on first fixed plate (3) and second fixed plate (4) relative lateral wall, and is a plurality of supporting pile (10) are close to the front and back both ends lateral wall setting of first fixed plate (3) and second fixed plate (4) respectively, and are a plurality of between the lateral wall of supporting pile (10) and first fixed plate (3) and second fixed plate (4) equal fixedly connected with slope fixed block (11), control two adjacent on the direction equal fixedly connected with transverse connection piece (12), two relatively on the fore-and-aft direction on the lateral wall of supporting pile (10) equal fixedly connected with vertical connecting block (13).
2. The hydraulic climbing type external wall scaffold as claimed in claim 1, wherein the buffering mechanism comprises a plurality of circular grooves (6) arranged on the upper ends of the front and rear sides of the base (1), the circular grooves (6) are distributed equidistantly, a plurality of hydraulic buffers (7) are fixedly connected to the bottoms of the circular grooves (6), fixing rods (8) are fixedly connected to the upper ends of the hydraulic buffers (7), the upper ends of the fixing rods (8) are fixedly connected to the lower end of the first fixing plate (3), sealing rings (9) are sleeved on the ends of the fixing rods (8) outside the circular grooves (6), and the lower ends of the sealing rings (9) are fixedly connected to the upper end of the base (1).
3. A hydraulic climbing scaffold for external walls according to claim 2, wherein a plurality of said horizontal connecting blocks (12) and vertical connecting blocks (13) are all on the same horizontal plane.
4. The hydraulic climbing type outer wall scaffold according to claim 1, wherein the damping mechanism comprises a plurality of bar-shaped grooves (14) arranged on front and rear opposite side walls of a plurality of slide rail vertical rods (5), a plurality of limiting rods (15) fixedly connected to the top surfaces and the bottoms of the bar-shaped grooves (14), damping springs (16) fixedly connected to the top surfaces and the bottoms of the bar-shaped grooves (14), two damping springs (16) are all sleeved on the limiting rods (15), limiting parts are arranged on inner walls of the left side and the right side of the bar-shaped grooves (14), and the limiting parts and the limiting rods (15) are all connected with the clamping parts in a clamping manner.
5. The hydraulic climbing type outer wall scaffold according to claim 4, wherein the limiting part comprises sliding grooves (17) respectively formed in inner walls of left and right sides of the strip-shaped groove (14), two sliding grooves (17) are connected with sliding blocks (18) matched with the sliding grooves in a sliding mode, two sliding blocks (18) are arranged on opposite side walls of each sliding block (18), two pressure springs (20) are fixedly connected to the inner walls of the two sliding grooves (19), two insertion blocks (21) are fixedly connected to one ends, far away from the inner walls of the two sliding blocks (18), of the pressure springs (20), and the two insertion blocks (21) are connected with the clamping part in a clamping mode.
6. The hydraulic climbing type outer wall scaffold according to claim 5, wherein the clamping member comprises a cylindrical block (22) fixedly connected to the side wall of the scaffold board body (2) opposite to the side wall of the slide rail vertical rod (5), the side wall of the cylindrical block (22) far away from the scaffold board body (2) is provided with an arc-shaped clamping groove (23) which is communicated with the upper part and the lower part, the cylindrical block (22) is inserted into the strip-shaped groove (14), the limiting rod (15) is inserted into the arc-shaped clamping groove (23), the two damping springs (16) are in contact with the cylindrical block (22) in a propping manner, the annular side wall of the cylindrical block (22) is provided with slots (24) which are symmetrically distributed in the left and right direction, and the two insertion blocks (21) on the same side are respectively inserted into the two slots (24).
7. A hydraulic climbing type external wall scaffold according to claim 6, wherein the front side wall of the insertion block (21) far away from the pressure spring (20) is provided with a strip-shaped pulling block (25), the front side inner wall of the slot (24) is provided with a strip-shaped opening (26), and the strip-shaped pulling block (25) is arranged through the strip-shaped opening (26).
CN202011285607.0A 2020-11-17 2020-11-17 Hydraulic climbing type outer wall scaffold Active CN112376882B (en)

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Application Number Priority Date Filing Date Title
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CN112376882B true CN112376882B (en) 2022-08-12

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CN203559571U (en) * 2013-08-11 2014-04-23 北京星河人施工技术有限责任公司 Movable rail type climbing frame of all-steel structure
AT517903B1 (en) * 2015-10-20 2018-05-15 Bsc Abdelhamid Mansour EQUIPMENT FOR MACHINING HOUSEFACES
CN209356196U (en) * 2019-01-03 2019-09-06 福建中维动力科技股份有限公司 A kind of transmission bracket for heavy hybrid power system testboard bay
CN209874167U (en) * 2019-01-17 2019-12-31 西北民族大学 Shock insulation structure for frame curtain wall
CN110905085B (en) * 2019-11-29 2021-12-10 滕州潍达智能科技有限公司 Prefabricated component and building main body socket joint connection structure

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