CN217353469U - Adhesion system of adhesion type lifting scaffold - Google Patents
Adhesion system of adhesion type lifting scaffold Download PDFInfo
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- CN217353469U CN217353469U CN202121331509.6U CN202121331509U CN217353469U CN 217353469 U CN217353469 U CN 217353469U CN 202121331509 U CN202121331509 U CN 202121331509U CN 217353469 U CN217353469 U CN 217353469U
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Abstract
The utility model discloses an attached system of attached lift scaffold includes: the wall surface wall-attached piece comprises a horizontal beam, and an end plate and a seat plate which are arranged at two ends of the horizontal beam, wherein lifting lugs are respectively arranged at the upper side and the lower side of the horizontal beam positioned at one side of the end plate; the wall surface wall attaching part penetrates through the seat plate through a wall penetrating bolt and is arranged on the wall body of the shrinkage structure layer, and an end plate of the wall surface wall attaching part is aligned with the wall body of the non-shrinkage structure layer; the lower rigid inclined pulling piece is obliquely arranged between the lifting lug on the lower side of the wall surface wall attaching piece and a floor slab of a next structural layer; and the upper rigid inclined pulling piece is obliquely arranged between the lifting lug on the upper side of the wall surface wall attaching piece and the floor slab or the wall body of the upper structural layer. The utility model discloses can realize that attached lifting scaffold frame climbs at the shrinkage structure layer, overcome the safe risk of secondary dismouting, improve the efficiency of construction, ensure the safety of the process of climbing.
Description
Technical Field
The utility model relates to a building engineering technical field, in particular to attached system of attached lift scaffold.
Background
The attached lifting scaffold is suitable for main body and outer wall decoration construction in high-rise and super high-rise building engineering, has the characteristics of safety, automation, environmental protection, attractiveness and the like, is widely applied to engineering with a more regular building main body structure, but cannot continuously climb on a corresponding structural change layer when working conditions such as special building appearance and structural contraction are met, and the conventional method is to change the overhanging scaffold before and after the construction of a contraction structure layer. In addition, when the contracted structure layer is in the middle of the building structure, in order to reduce the safety risk, the attached lifting scaffold needs to be installed secondarily on the contracted structure layer, and the frame body of the attached lifting scaffold needs to be hoisted to a specified elevation in the high altitude, so that the problem of large safety risk also exists.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that an adhesion system of inserted lift scaffold is provided to solve the inserted lift scaffold and can't continue to climb and overcome the problem of the safe risk that arouses through overhanging type scaffold transition construction at the shrink structure layer.
In order to solve the technical problem, the utility model provides a technical scheme is: an attachment system for an attached lifting scaffold comprising:
the wall surface wall-attached piece comprises a horizontal beam, and an end plate and a seat plate which are arranged at two ends of the horizontal beam, wherein lifting lugs are respectively arranged at the upper side and the lower side of the horizontal beam positioned at one side of the end plate; the wall surface wall attaching part penetrates through the seat plate through a wall penetrating bolt and is arranged on the wall body of the shrinkage structure layer, and an end plate of the wall surface wall attaching part is aligned with the wall body of the non-shrinkage structure layer;
the lower rigid inclined pulling piece is obliquely arranged between the lifting lug on the lower side of the wall surface wall attaching piece and a floor slab of the next structural layer;
and the upper rigid inclined pulling piece is obliquely arranged between the lifting lug on the upper side of the wall surface wall attaching piece and the floor slab or the wall body of the upper structural layer.
Further, the utility model provides an attached system of inserted lift scaffold still includes:
stress detection device includes:
the stress sensor is arranged on a lifting lug of the wall surface wall-attached part and is in contact connection with the axial end of the upper rigid inclined pulling part or the axial end of the lower rigid inclined pulling part; or the stress sensor is arranged between the lifting lug of the wall surface wall-attached piece and the horizontal beam.
And the controller is in wired or wireless connection with the stress sensor.
Further, the utility model provides an attached type lift scaffold's attached system still includes:
the lower rigid inclined pulling piece is arranged on the floor slab of the corresponding structural layer through the hanging ring, and the upper rigid inclined pulling piece is arranged on the floor slab of the corresponding structural layer through the hanging ring.
Further, the utility model provides an attached system of inserted lift scaffold still includes:
the wall connecting piece is arranged on the wall body of the shrinkage structure layer through a wall penetrating bolt; the upper rigid inclined pulling piece is arranged on the wall body of the corresponding layer of the shrinkage structure layer through the wall connecting piece.
Further, the utility model provides an attached system of inserted lift scaffold still includes:
the corner wall attaching piece is arranged on a wall body of a structural column at a corner through a bracket and comprises a horizontal beam, one end of the horizontal beam is provided with an end plate, lifting lugs are respectively arranged on the upper side and the lower side of the horizontal beam positioned on one side of the end plate, and the end plate of the corner wall attaching piece is aligned with the wall body of the non-shrinkage structural layer;
the upper rigid inclined pulling piece is arranged between the lifting lug on the upper side of the corner wall attaching piece and the wall connecting piece arranged on the wall body of the structural column at the corner, and the lower rigid inclined pulling piece is arranged between the lifting lug on the lower side of the corner wall attaching piece and the wall connecting piece arranged on the wall body of the structural column at the corner.
Further, the utility model provides an attached system of attached lift scaffold, be provided with on the lug of corner wall-attached spare the stress sensor, the axial end of the last rigidity diagonal member of structure post department or the lower rigidity diagonal member contacts with corresponding stress sensor and is connected; or the stress sensor is arranged between the lifting lug of the corner wall-attached piece and the horizontal beam.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model provides an attached system of inserted lift scaffold sets up the attached system of attached lift scaffold through the shrink structure layer at building structure to make attached lift scaffold keep connecting and continue to climb at the shrink structure layer through attached system at the shrink structure layer, thereby solved attached lift scaffold and can't continue the problem of climbing at the shrink structure layer. Need not secondary dismouting inserted lift scaffold and set up overhanging type scaffold upset and climb around the shrink structure layer and carry out the transition construction to the safety risk of secondary dismouting and overhanging type scaffold dismouting process has been reduced, thereby has overcome the problem of the safety risk that the transition construction arouses at shrink structure layer through overhanging type scaffold. The used attached lifting scaffold can be kept to continuously climb on the shrinkage structure layer only by disassembling and assembling the attachment system on the shrinkage structure layer, and the attached lifting scaffold does not need to be disassembled and assembled for the second time and replaced by the overhanging scaffold, so that the overall construction efficiency of the building structure is improved.
The utility model provides an attached type lift scaffold's attached system, the wall body that attaches wall spare and non-shrink structure layer through the wall aligns the setting, so that shrink structure layer attaches the wall body that wall spare is outside to be extended and keep non-shrink structure layer through the wall and aligns, then attached type lift scaffold's wall support that attaches can install on wall attaches the wall spare, set up perpendicularly with keeping attached type lift scaffold, wherein rigidity diagonal draw piece can guarantee the stability and the reliability that wall attaches wall spare and install on the wall body, prevent that attached type lift scaffold from attaching the wall spare and producing the risk that the displacement even falls for the wall body at the upper and lower pulling force of the in-process of climbing drive the wall, the security of the process of climbing has been improved.
The utility model provides an attached system of inserted lift scaffold frame draws a connection wall to attach wall spare to one side through upper and lower rigidity, has the dual function who draws and support to one side, guarantees that the wall attaches the security and the reliable connection of wall spare at the in-process of climbing.
Drawings
Fig. 1 is a schematic structural view of an attached lifting scaffold and an attached system;
FIG. 2 is an enlarged view of a portion of FIG. 1 at A;
FIG. 3 is a schematic view of the construction of the wall attachment;
FIG. 4 is a block schematic diagram of a pressure sensing device;
FIG. 5 is a schematic cross-sectional view of the connection state of the wall surface wall attaching member, the wall corner wall attaching member and the rigid diagonal members on the structural column at the corner;
FIG. 6 is an enlarged view of a portion of the corner wall attachment;
FIG. 7 is a schematic structural view showing the connection state of wall surface wall attaching members, wall corner wall attaching members and rigid diagonal members on a structural column at a corner;
FIG. 8 is a schematic structural view showing the connection state of the attachment system to the attached lifting scaffold before and after the contracted structural layer;
fig. 9 is a schematic structural view showing the connection state of the attached lifting scaffold and the attachment system and the scaffold;
fig. 10 is a partial enlarged view at B in fig. 9;
shown in the figure:
100. an attachment system;
110. wall surface wall attaching pieces; 111. horizontal beams 112, end plates 113, lifting lugs 114, tie rods 114, 115 and seat plates;
120. a through-wall bolt;
130. a lower rigid diagonal member;
140. an upper rigid diagonal member;
150. a wall connecting piece;
160. a pressure detection device 161, a stress sensor 162 and a controller;
170. corner wall attachment 171, long beam 172, side plate 173, hanger rod 174 and bracket;
180. an attached lifting scaffold 181, an attached wall support 182 and a turning plate;
190. a non-shrinkable structural layer; 191. shrinkage structure layer, 192, rings, 193, button scaffold, 194, structural column.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings: the advantages and features of the present invention will become more apparent from the following description. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention.
Referring to fig. 1 to 4, an embodiment of the present invention provides an attachment system 100 for an attached lifting scaffold 180, which may include:
the wall surface wall-attached part 110 comprises a horizontal beam 111, and an end plate 112 and a seat plate 115 which are respectively arranged at two ends of the horizontal beam 111, wherein lifting lugs 113 are respectively arranged at the upper side and the lower side of the horizontal beam 111 at one side of the end plate 112; the wall surface wall attaching part 110 is arranged on the wall body of the shrinkage structure layer 191 by penetrating the seat plate 115 through the wall penetrating bolt 120, and the end plate 112 of the wall surface wall attaching part 110 is arranged in alignment with the wall body of the non-shrinkage structure layer 190. In order to increase the structural stability of the wall surface wall attaching piece 110, the end plate 112 and the bottom plate 115 extend upwards out of the end surface of the horizontal beam 111, and a stiff rod 114 is obliquely arranged between the extending surface of the end plate 112 and the base plate 115 and the horizontal beam 111. At this time, the wall surface attachment member 110 is connected to the wall body of the shrinkage structure layer 191 only through the upper end of the seat plate 115 by the wall bolt 120, and the lower end of the seat plate 115 is not connected to the wall body, for the purpose of facilitating the removal after use. Wherein the through-wall bolt 120 may include a screw, a nut, and a washer.
A lower rigid diagonal member 130, which is obliquely arranged between the lifting lug 113 at the lower side of the wall surface wall-attached member 110 and the floor slab of the next structural layer; the structural layer may be an un-shrunk structural layer 190 or a shrunk structural layer 191, depending on the position of the lower rigid diagonal member 130.
And the upper rigid inclined pulling part 140 is obliquely arranged between the lifting lug 113 on the upper side of the wall surface wall attaching part 110 and the floor slab or the wall body of the previous structural layer. The structural layer may be an un-shrunk structural layer 190 or a shrunk structural layer 191, depending on the position of the upper rigid diagonal member 140. The lower rigid diagonal member 130 and the upper rigid diagonal member 140 both have the dual functions of diagonal pulling and supporting, and can be hollow pipe fittings or solid rod bodies.
Referring to fig. 1, fig. 2, fig. 4, and fig. 7 to fig. 10, in order to ensure the safety of the attached lifting scaffold 180 during climbing, the attachment system 100 of the attached lifting scaffold 180 according to an embodiment of the present invention may further include:
the stress detection device 160 includes: a stress sensor 161 and a controller 162. Wherein: the stress sensor 161 has the following two mounting methods. Wherein the stress detection apparatus 160 in fig. 1, 7-9 may each comprise only a stress sensor 161.
Referring to fig. 2, a stress sensor 161 is disposed on the lifting lug 113 of the wall-attached component 110, and the stress sensor 161 is connected to an axial end of the upper rigid diagonal member 140 or the lower rigid diagonal member 130 in a contact manner.
Referring to fig. 10, a stress sensor 161 is disposed between the lifting lug 113 and the horizontal beam 111 of the wall attachment 110.
Wherein the controller 162 is wired or wirelessly connected to the stress sensor 161. Wherein the controller 162 may also be a device with the controller 162, such as a computer, a smart phone, etc. Controller 162 may be located outside of attachment system 100 or within the attachment system, but is not under pressure.
Referring to fig. 1 and 9, in order to ensure reliable connection between the rigid diagonal member and the structural layer, an attachment system 100 of an attached lifting scaffold 180 according to an embodiment of the present invention may further include:
the hanging rings 192 are pre-buried or arranged on the floor slabs of the structural layers through the wall penetrating bolts 120, the lower rigid diagonal members 130 are arranged on the floor slabs of the corresponding structural layers through the hanging rings 192, and the upper rigid diagonal members 140 are arranged on the floor slabs of the corresponding structural layers through the hanging rings 192.
Referring to fig. 1, the hanging ring 192 is pre-embedded on the non-shrinkable structural layer 190 or the shrinkable structural layer 191.
Referring to fig. 9, the hanging ring 192 is disposed on the non-shrinkable structural layer 190 or the shrinkable structural layer 191 through the wall bolts 120.
Referring to fig. 1, in order to improve the reliable connection of the wall-attached wall 110, the attachment system 100 of the attached lifting scaffold 180 according to the embodiment of the present invention may further include:
the wall connecting piece 150 is arranged on the wall body of the shrinkage structure layer 191 through the wall through bolt 120; the upper rigid diagonal members 140 are arranged on the wall body of the corresponding layer of shrink-fit structural layer 191 through the wall connecting members 150. At this time, the included angle between the upper rigid inclined pulling piece 140 and the wall surface wall attaching piece 110 is 50 degrees to 75 degrees, so that better upper pulling force can be improved, and the connection reliability of the wall surface wall attaching piece 110 is ensured. Compared with the situation that the upper rigid diagonal pulling piece 140 is arranged on the floor slab of the shrinkage structure layer 191, the included angle is increased, and the connection reliability is improved.
Referring to fig. 5 to 7, in order to realize the overall climbing of the attached lifting scaffold 180 along the periphery of the building main structure instead of the single-side climbing, the attachment system 100 of the attached lifting scaffold 180 according to the embodiment of the present invention may further include:
the corner wall attaching part 170 is arranged on the wall body of the structural column 194 at the corner through the bracket 174, the corner wall attaching part 170 comprises a long beam 171, one end of the long beam 171 is provided with a side plate 172, the upper side and the lower side of the long beam 171 positioned at one side of the side plate 172 are respectively provided with a suspension rod 173, and the side plate 172 of the corner wall attaching part 170 is arranged in alignment with the wall body of the non-shrinkable structural layer 190.
The upper rigid diagonal pull member 140 is arranged between the suspension rod 113 at the upper side of the corner wall attaching member 170 and the wall connecting member 150 arranged on the wall body of the structural column 194 at the corner, and the lower rigid diagonal pull member 130 is arranged between the suspension rod 173 at the lower side of the corner wall attaching member 170 and the wall connecting member 150 arranged on the wall body of the structural column 194 at the corner. Wherein the wall connecting member 150 is mounted on the wall body by the wall through bolt 120.
The structure of the corner wall-attaching member 170 and the wall-attaching member 110 may be the same, and for the convenience of distinguishing, different names are used for expression, that is, the long beam 171 corresponds to the horizontal beam 111, the end plate 112 corresponds to the side plate 172, and the lifting lug 113 corresponds to the suspension rod 173. Except that the length of the long beam 171 of the corner wall attachment 170 is greater than that of the horizontal beam 111 of the wall attachment 110, and the other end of the corner wall attachment 170 may not be provided with the seat plate 115. The long beam 171 of the corner wall attaching member 170 and the horizontal beam 111 of the wall attaching member 110 can be welded by section steel such as channel steel.
It should be noted that the corner structural columns 194 include the combination of the wall attachment member 110 and its upper and lower rigid diagonal members, and the corner attachment member 170 and its upper and lower rigid diagonal members. During global climbing, the wall surface wall attaching piece 110 which is matched with the frame body of the attached lifting scaffold 180 and is installed on the wall body through bolts can be arranged on the structural column 194 at the corner of the wall. And the purpose of adding the corner attachment wall 170 is to improve the reliable connection and stable climbing with the attached lifting scaffold 180.
Referring to fig. 7, in order to monitor the climbing safety of the attached lifting scaffold 180, in the attachment system 100 of the attached lifting scaffold 180 according to the embodiment of the present invention, the stress sensor 161 is disposed on the suspension rod 173 of the corner wall attaching member 170, and the axial end of the upper rigid diagonal tension member 140 or the lower rigid diagonal tension member 130 at the structural column 194 is connected to the corresponding stress sensor 161; or the stress sensor 161 is arranged between the hanger 173 and the long beam 171 of the corner wall attachment 170.
With the two above-described mounting of the strain sensor 161. The wall corner wall attaching piece 170 is suitable for mounting the wall surface wall attaching piece 110 and the wall corner wall attaching piece. The installation mode of fig. 2 can directly reflect the axial tension of the upper or lower rigid diagonal member, so as to determine whether the connection of any one wall surface wall attaching member 110 or wall corner wall attaching member 170 is reliable or safe according to the tension change. For example, a preset value range is stored in the controller 162, and when the tension value of the stress sensor 161 exceeds the preset value range during climbing, the attached lifting scaffold 180 determines that the connection of the wall surface wall attaching piece 110 or the wall corner wall attaching piece 170 at the corresponding position is loosened or displaced, so as to remind a construction worker to maintain the connection of the wall surface wall attaching piece 110 or the wall corner wall attaching piece 170 and then control the attached lifting scaffold 180 to climb, thereby improving the safety of the climbing process. The installation manner of fig. 10 is that the lifting lug 113 or the suspension rod 173 is pulled by the rigid diagonal pulling member, so that the stress sensor 161 between the lifting lug 113 or the suspension rod 173 and the horizontal beam 111 or the long beam 171 responds to the upward or upward pulling force, and whether the connection of the horizontal beam 111 or the long beam 171 is reliable or not is monitored through the change of the pulling force value.
That is, the essential purpose of the stress sensor 161 is to detect the reliability and safety of the connection between the front cover wall attaching member 110 and the corner wall attaching member 170 in real time by the stress of the upper and lower rigid diagonal members to determine whether the climbing of the attached lifting scaffold 180 is safe.
Referring to fig. 1, an embodiment of the present invention further provides a method for using the attachment system 100 of the attached lifting scaffold 180, which may include:
step 310, pre-burying a pipe fitting, namely pre-burying a pipe fitting for the wall bolt 120 to penetrate through on the wall body of the shrinkage structure layer 191; wherein the tube is preferably a plastic tube. The pipe fitting is used as a mounting hole. In order to avoid blocking, the two ends of the pipe fitting are sealed by rubberized fabric.
And step 320, embedding the conical sleeves, namely embedding the conical sleeves for mounting the brackets 174 on the outer wall of the structural column 194 at the corner of the wall. Wherein steps 310 through 320 are optional steps.
Step 330, installing the wall attaching member 110 and the upper and lower rigid diagonal members thereof, specifically comprising:
and step 331, installing the wall surface wall attaching part 110 on the wall body of the shrinkage structure layer 191 through the wall penetrating bolt 120.
Step 332, connecting the upper end of the lower rigid diagonal member 130 at the wall surface wall attaching member 110 to the upper end and the lower end of the lifting lug 113 at the lower side of the wall surface wall attaching member 110, and connecting the upper end and the lower end to the lifting ring 192 arranged at the next structural layer.
Step 333, connecting the lower end of the upper rigid diagonal member 140 at the wall surface wall attaching member 110 to the lifting lug 113 at the upper side of the wall surface wall attaching member 110, and connecting the upper end of the upper rigid diagonal member to the lifting ring 192 of the floor slab arranged on the upper structural layer or the wall connecting member 150 installed on the wall body of the upper structural layer.
Step 350, connecting the attached lifting scaffold 180. Specifically, the method includes step 351, connecting the wall-attached support of the attached lifting scaffold 180 with the wall-attached member 110 by bolts.
At this time, the attached lifting scaffold 180 on the wall surface can be controlled to climb on the contracted structure layer 191 through the attachment system 100 of the attached lifting scaffold 180, so that the attached lifting scaffold 180 can locally climb on one surface of the wall.
Referring to fig. 5 and 7, a method for using the attachment system 100 of the attached lifting scaffold 180 according to an embodiment of the present invention may further include:
step 340, installing the corner wall attaching piece 170 and the upper and lower rigid diagonal pulling pieces 130 thereof, specifically comprising:
at step 341, the corner wall attachment member 170 is installed on the wall of the structural column 194 at the corner through the bracket 174.
In step 342, the upper end of the lower rigid diagonal member 130 at the corner wall-attaching member 170 is connected to the upper end and the lower end of the hanger rod 173 at the lower side of the corner wall-attaching member 170, respectively, and then connected to the wall-attaching member 150 installed on the wall.
In step 343, the lower end of the upper rigid diagonal member 140 at the corner wall attaching member 170 is connected to the hanger rod 173 at the upper side of the corner wall attaching member 170, and the upper end is connected to the wall attaching member 150 installed on the wall.
And 352, connecting the wall attaching support on the attached lifting scaffold 180 with the wall corner wall attaching piece 170 through bolts.
At this time, the attached lifting scaffold 180 at the front cover and the corner can be controlled to climb on the contracted structure layer 191 through the attachment system 100 of the attached lifting scaffold 180 to realize the overall climbing of the attached lifting scaffold 180 on the periphery of the wall.
In order to realize the safety monitoring to attached lifting scaffold 180, the embodiment of the present invention provides a method for using attached lifting scaffold 180's attached system 100, which can further include:
step 370, monitoring climbing safety, and controlling the attached lifting scaffold 180 to climb on the contracted structural layer 191 through the attached system 100 of the attached lifting scaffold 180; when the attached lifting scaffold 180 climbs in the contracted structural layer 191, the safety of the connection between the wall surface wall attaching piece 110 and the wall corner wall attaching piece 170 is monitored through the stress value of the stress sensor 161 so as to monitor whether the climbing process of the attached lifting scaffold 180 in the contracted structural layer 191 is safe.
Before climbing safety monitoring, a stress sensor 161 needs to be installed, and the stress sensor 161 is installed between the lifting lug 113 and the horizontal beam 111 of the wall surface wall attaching piece 110 and between the suspension rod 173 and the long beam 171 of the corner wall attaching piece 170; alternatively, the stress sensor 161 may be mounted on the lifting lug 110 of the wall attachment 110 and the suspension rod 173 of the corner attachment 170, and the axial end of the corresponding upper rigid diagonal member 140 or lower rigid diagonal member 130 may be disposed in contact with the stress sensor 161 located on the lifting lug 113 or suspension rod 173.
In order to improve the safety of the attached lifting scaffold 180 during climbing, the embodiment of the present invention provides a method for using the attachment system 100 of the attached lifting scaffold 180, which may further include:
and 380, monitoring the safety of the frame body, namely, arranging the stress sensor 161 between the steel bottom plate of the attached lifting scaffold 180 and the inner frame and the outer frame, and monitoring the change of force by the stress sensor 161 before the frame body climbs to judge whether the connection constraint exists between the frame body of the attached lifting scaffold 180 and the buckled scaffold 193 erected in the structural layer or not so as to monitor the safety of the frame body. Can be used to detect whether there is load more than because of the improper contact of restraint when the attached lifting scaffold 180 climbs, avoid fastener formula scaffold 193 to take with and climb and warp and influence the process and the structural safety that climb.
The embodiment of the utility model provides an attached lifting scaffold 180's attached system 100 and application method thereof sets up attached lifting scaffold 180's attached system 100 through the shrink structure layer 191 at building structure to make attached lifting scaffold 180 keep connecting at shrink structure layer 191 and continue to climb at shrink structure layer 191 through attached system 100, thereby solved attached lifting scaffold 180 and can't continue the problem of climbing at shrink structure layer 191. Need not secondary dismouting inserted lift scaffold 180 around shrink structural layer 191 and set up the upset of the formula of encorbelmenting scaffold and climb and carry out the construction of transiting to the safety risk of secondary dismouting and the formula of encorbelmenting scaffold dismouting process has been reduced, thereby has overcome the problem of the safety risk that arouses at shrink structural layer 191 through the formula of encorbelmenting scaffold transition construction. The used attached lifting scaffold 180 can be kept to continuously climb on the shrinkage structure layer 191 only by disassembling and assembling the attachment system 100 on the shrinkage structure layer 191, and the attached lifting scaffold 180 does not need to be disassembled and assembled for the second time and the overhanging scaffold is not needed to be replaced, so that the overall construction efficiency of the building structure is improved. In addition, compared with an overhanging scaffold, the attachment system 100 does not need a tower crane, so that the labor, equipment and material costs are reduced.
The embodiment of the utility model provides an attachment system 100 of an attached lifting scaffold 180 and a using method thereof, the wall surface wall attaching piece 110 and the wall corner wall attaching piece 170 are aligned with the wall body of the non-shrinkable structural layer 190, so that the shrinkable structural layer 191 extends outwardly through the wall attachment 110 and the corner attachment 170 and remains aligned with the walls of the non-shrinkable structural layer 190, the wall attachment brackets of the attached lifting scaffold 180 can be mounted on the wall surface wall attachment 110 and the corner wall attachment 170, to keep the attached lifting scaffold 180 vertically arranged, the upper and lower rigid diagonal members 130 can ensure the stability and reliability of the wall surface wall attaching member 110 and the wall corner wall attaching member 170 mounted on the wall body, prevent the risk that the upper and lower pulling forces of the attached lifting scaffold 180 in the climbing process drive the wall surface wall attaching member 110 and the wall corner wall attaching member 170 to displace and even fall relative to the wall body, and improve the safety of the climbing process.
The embodiment of the utility model provides an attached system 100 of inserted lift scaffold 180 and application method thereof draws a 130 connection wall to attach wall 110 and corner to attach wall 170 to one side through rigidity from top to bottom, has the dual function of drawing and supporting to one side, guarantees wall to attach wall 110 and corner to attach wall 170 and is climbing the security and the reliable connection of in-process.
The embodiment of the utility model provides an attached system 100 and application method of attached lift scaffold 180 can record the load data of power through stress sensor 161, do benefit to the whole process of climbing of control, have apparent reinforcing effect to the security and the detectable scope of the whole in-process that climbs of climbing frame.
Referring to fig. 1 and 9, an attachment system 100 of an attached lifting scaffold 180 and a method for using the same according to an embodiment of the present invention are suitable for climbing a shrink structure layer of a capping structure.
Referring to fig. 8, the attachment system 100 of the attached lifting scaffold 180 and the method for using the same according to the embodiment of the present invention are suitable for a building structure with a contracted structure layer 191 in the middle. For example, layers 25 to 26 are shrink construction layers 191 and layer 27 is non-shrink construction layer 190. The wall attaching piece is subjected to stress analysis and verification calculation by the stress sensor 161, so that the attached lifting scaffold 180 can smoothly climb on a shrinkage structure layer, the safety protection problem of a construction working surface is guaranteed, and the overall construction safety is far higher than that of an overhanging scaffold. Especially, the construction safety in high-altitude side and strong wind environment is improved.
The present invention is not limited to the above specific embodiments, and obviously, the above described embodiments are a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the described embodiments of the present invention, belong to the protection scope of the present invention. Other levels of modification and variations of the present invention will occur to those skilled in the art. Thus, if such modifications and variations of the present invention fall within the scope of the claims, then it is intended that the present invention also include such modifications and variations.
Claims (6)
1. An attachment system for an attached lifting scaffold, comprising:
the wall surface wall-attached piece comprises a horizontal beam, and an end plate and a seat plate which are arranged at two ends of the horizontal beam, wherein lifting lugs are respectively arranged at the upper side and the lower side of the horizontal beam positioned at one side of the end plate; the wall surface wall attaching piece penetrates through the base plate through a wall penetrating bolt and is arranged on the wall body of the shrinkage structure layer, and an end plate of the wall surface wall attaching piece is aligned with the wall body of the non-shrinkage structure layer;
the lower rigid inclined pulling piece is obliquely arranged between the lifting lug on the lower side of the wall surface wall attaching piece and a floor slab of the next structural layer;
and the upper rigid inclined pulling piece is obliquely arranged between the lifting lug on the upper side of the wall surface wall attaching piece and the floor slab or the wall body of the upper structural layer.
2. The attachment system of an attached lifting scaffold of claim 1, further comprising:
stress detection device includes:
the stress sensor is arranged on a lifting lug of the wall surface wall-attached part and is in contact connection with the axial end of the upper rigid inclined pulling part or the axial end of the lower rigid inclined pulling part; or the stress sensor is arranged between the lifting lug of the wall surface wall-attached piece and the horizontal beam;
and the controller is in wired or wireless connection with the stress sensor.
3. The attachment system of an attached lifting scaffold of claim 1, further comprising:
the lower rigid inclined pulling piece is arranged on the floor slab of the corresponding structural layer through the hanging ring, and the upper rigid inclined pulling piece is arranged on the floor slab of the corresponding structural layer through the hanging ring.
4. The attachment system of an attached lifting scaffold of claim 1, further comprising:
the wall connecting piece is arranged on the wall body of the shrinkage structure layer through a wall penetrating bolt; the upper rigid inclined pulling piece is arranged on the wall body of the corresponding layer of the shrinkage structure layer through the wall connecting piece.
5. The attachment system of an attached lifting scaffold of claim 1, further comprising:
the corner wall attaching piece is arranged on a wall body of a structural column at a corner through a bracket, the corner wall attaching piece comprises a horizontal beam, one end of the horizontal beam is provided with an end plate, lifting lugs are respectively arranged on the upper side and the lower side of the horizontal beam positioned on one side of the end plate, and the end plate of the corner wall attaching piece is aligned with the wall body of the non-shrinkage structural layer;
the upper rigid inclined pulling piece is arranged between the lifting lug on the upper side of the corner wall attaching piece and the wall connecting piece arranged on the wall body of the structural column at the corner, and the lower rigid inclined pulling piece is arranged between the lifting lug on the lower side of the corner wall attaching piece and the wall connecting piece arranged on the wall body of the structural column at the corner.
6. The attachment system of the attached lifting scaffold according to claim 5, wherein the lifting lugs of the corner wall attaching members are provided with stress sensors, and the axial ends of the upper rigid diagonal tension member or the lower rigid diagonal tension member at the structural columns are in contact connection with the corresponding stress sensors; or a stress sensor is arranged between the lifting lug of the corner wall-attached piece and the horizontal beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121331509.6U CN217353469U (en) | 2021-06-16 | 2021-06-16 | Adhesion system of adhesion type lifting scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121331509.6U CN217353469U (en) | 2021-06-16 | 2021-06-16 | Adhesion system of adhesion type lifting scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217353469U true CN217353469U (en) | 2022-09-02 |
Family
ID=83008806
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121331509.6U Active CN217353469U (en) | 2021-06-16 | 2021-06-16 | Adhesion system of adhesion type lifting scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217353469U (en) |
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2021
- 2021-06-16 CN CN202121331509.6U patent/CN217353469U/en active Active
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