Splicing type anti-overturning tower crane climbing channel
By designing a splicable tower crane man passage, using a fastening connection mechanism and a stable structure, the passages are quickly spliced into the required length, which solves the problem of time-consuming and labor-intensive and low standardization of the traditional tower crane man passages, and achieves efficient and convenient use and reusable resources.
Patent Information
- Application Number
- CN202421308863.0
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-07
- Publication Date
- 2025-03-25
- Estimated Expiration
- 2034-06-07
AI Technical Summary
The traditional tower crane’s human passage is time-consuming and labor-intensive, has low standardization, limited scope of use, and is difficult to transfer and use, resulting in waste of resources and high costs.
A spliced anti-capsulse tower crane is designed. By setting the first and second channels, and using a fastening connection mechanism, a vertical fence structure and a stable structure, it is spliced into a channel of the required length, and is fixedly connected by stiffened steel plates and bolts.
The rapid splicing and standardization of human passages on tower cranes is realized, which avoids the time and cost of on-site welding, improves the convenience and standardization of use, and allows the passages to be transferred to another construction site after use, reducing resource waste.
Smart Images

Figure CN222665242U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field related to construction engineering, in particular to a splicable anti-overturning tower crane access passage. Background Art
[0002] The tower cranes at construction sites are quite high, and usually the crane drivers are required to climb the steel ladder inside the tower to reach the cab. Given that the tower is a certain distance from the building structure, construction sites need to make access passages to the tower cranes so that the crane drivers can reach the cab quickly and safely to work.
[0003] Traditional tower crane access roads are usually manufactured by on-site welding, which is time-consuming and labor-intensive. In addition, due to the low degree of standardization, their scope of use is very limited. After being used at the current construction site, they cannot be effectively transferred to the next construction site for continued use, thus failing to achieve the purpose of standardized use. Utility Model Content
[0004] The utility model aims to provide a splicable anti-overturning tower crane access passage to solve the problems raised in the above-mentioned background technology.
[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0006] A connectable anti-overturning tower crane access passage, comprising a first passage and a second passage;
[0007] The first channel and the second channel have the same structure, and a fastening connection mechanism is provided between the two, and the fastening connection mechanism can combine the first channel and the second channel to form a tower crane access channel;
[0008] The first channel includes a steel trough and a patterned steel plate arranged in the steel trough, the patterned steel plate is welded in the steel trough, and vertical enclosure structures are arranged on both sides of the steel trough;
[0009] A stabilizing structure is also provided between the vertical enclosure knot and the patterned steel plate. The stabilizing structure is triggered when the vertical enclosure structure is connected to the steel trough and cooperates with the patterned steel plate.
[0010] As a further solution of the utility model: the vertical enclosure structure includes a plurality of first square tubes arranged on the side of the steel channel and distributed along the length direction of the steel channel, and a second square tube fixedly connected to the plurality of first square tubes away from one end of the steel channel;
[0011] The steel trough is provided with a deep groove, which is adapted to the first square tube for plugging the first square tube into the steel trough, and footboards are fixedly provided on the outer sides of the plurality of first square tubes.
[0012] As a further solution of the utility model: a through groove is further provided on the inner side of the steel groove, the through groove is communicated with the steel groove, and the stabilizing structure includes a follower slidably arranged in the through groove;
[0013] The follower includes a triangular portion and a rectangular portion, and the inclined surface on the triangular portion cooperates with an end of the first square tube away from the second square tube. The side of the patterned steel plate is also provided with a plurality of positioning openings adapted to the rectangular portion.
[0014] As a further solution of the utility model: the fastening connection mechanism includes a stiffening steel plate arranged at the bottom of the first channel and the second channel, and threaded holes are provided on the stiffening steel plate and the patterned steel plate, and fastening bolts are provided in the threaded holes to fix the first channel and the second channel.
[0015] As a further solution of the utility model: the first channel and the second channel are both provided with vertical poles, and the vertical poles are clamped with the two ends of the horizontal transverse web of the standard section of the tower crane, and are fixed by bolts through holes, so that the tower crane access channel is effectively connected to the tower crane.
[0016] Compared with the prior art, the beneficial effects of the utility model are: the utility model is novel in design. In the face of specific on-site construction conditions, the first channel with a length of 4m and the second channel with a length of 2m are connected and fixed by perforating a 900*80 stiffening steel plate with a φ16 bolt hole and an M12 bolt. If a channel longer than 6m is required, a channel stiffening steel plate and bolts can be added to perforate and fix a second channel with a length of 2m, so as to achieve the purpose of lengthening the channel. The installation is convenient and the degree of standardization is greatly improved. Therefore, the utility model avoids the time-consuming and laborious on-site welding processing of the tower crane access channel, improves the degree of standardization and ease of use, and the component can be reused to a certain extent. After being used in the current construction site, it can be used for circulation in other construction sites, avoiding waste of resources and achieving the purpose of reducing costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0017] Figure 1 The present invention is a structural schematic diagram of an embodiment of a splicable anti-overturning tower crane access passage.
[0018] Figure 2 The present invention is a schematic structural diagram from another angle of an embodiment of a splicable anti-overturning tower crane access passage.
[0019] Figure 3 The present invention is a structural schematic diagram of another angle of an embodiment of a splicable anti-overturning tower crane access passage.
[0020] Figure 4 The present invention is a structural explosion diagram of an embodiment of a splicable anti-overturning tower crane access passage.
[0021] Figure 5 for Figure 4 Schematic diagram of the structure from another angle.
[0022] Figure 6 for Figure 5 A magnified view of the structure at center.
[0023] In the figure: 1. first channel; 101. steel groove; 102. patterned steel plate; 103. first square channel; 104. second square channel; 105. foot plate; 106. deep groove; 107. through groove; 108. positioning port; 2. second channel; 3. follower; 301. triangular part; 302. rectangular part; 303. inclined surface; 4. threaded hole; 5. stiffening steel plate; 6. fastening bolt; 7. vertical pole. DETAILED DESCRIPTION
[0024] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0025] In addition, when an element in the present invention is referred to as being "fixed to" or "disposed on" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only and are not intended to be the only implementation method.
[0026] See also Figure 1-Figure 6 In an embodiment of the utility model, a connectable anti-overturning tower crane access passage comprises a first passage 1 and a second passage 2;
[0027] The first channel 1 and the second channel 2 have the same structure, and a fastening connection mechanism is provided between the two, and the fastening connection mechanism can combine the first channel 1 and the second channel 2 to form a tower crane access channel;
[0028] The first channel 1 includes a steel trough 101 and a patterned steel plate 102 disposed in the steel trough 101. The patterned steel plate 102 is welded in the steel trough 101. Vertical enclosure structures are disposed on both sides of the steel trough 101.
[0029] A stabilizing structure is also provided between the vertical enclosure knot and the patterned steel plate 102 . The stabilizing structure is triggered when the vertical enclosure structure is connected to the steel trough 101 , and cooperates with the patterned steel plate 102 .
[0030] Please refer again Figure 4 , Figure 5 as well as Figure 6 The vertical enclosure structure includes a plurality of first square tubes 103 arranged at the side of the steel channel 101 and distributed along the length direction of the steel channel 101, and a second square tube 104 fixedly connected to one end of the plurality of first square tubes 103 away from the steel channel 101. The steel channel 101 is provided with a deep groove 106, which is adapted to the first square tube 103 and is used for the first square tube 103 to be plugged into the steel channel 101, and a footboard 105 is fixedly provided on the outer side of the plurality of first square tubes 103.
[0031] For example, in actual construction, the overall length of the first channel 1 is 4m, the overall length of the second channel 2 is 2m, the thickness of the patterned steel plate 102 is 3mm, the specifications of the first square tube 103 are 30*30*2, and the specifications of the second square tube 104 are 50*50*3.
[0032] Specifically, in actual use, the patterned steel plate 102 is placed in the steel groove 101, and the patterned steel plate 102 is welded to the steel groove 101, then the first square tube 103 is inserted into the deep groove 106, and then the first square tube 103 and the steel groove 101 are welded, then the footboard 105 is installed, and the second square tube 104 is used to connect the ends of the plurality of first square tubes 103 away from the steel groove 101, so that the plurality of first square tubes 103 can form a stable enclosure plane;
[0033] When the first square passage 103 is inserted into the deep groove 106, the stabilizing structure is triggered and moves toward the patterned steel plate 102 to enhance the stability of the connection between the patterned steel plate 102 and the steel groove 101 and enhance the safety of passage.
[0034] Please refer again Figure 6 The inner side of the steel groove 101 is also provided with a through groove 107, the through groove 107 is connected with the steel groove 101, and the stable structure includes a follower 3 slidably arranged in the through groove 107;
[0035] The follower 3 includes a triangular portion 301 and a rectangular portion 302 , and the inclined surface 303 on the triangular portion 301 cooperates with the end of the first square passage 103 away from the second square passage 104 . The side of the patterned steel plate 102 is also provided with a plurality of positioning openings 108 adapted to the rectangular portion 302 .
[0036] During use, after the patterned steel plate 102 and the steel groove 101 are welded, the follower 3 is located in the deep groove 106. Subsequently, when the first square tube 103 is inserted into the deep groove 106, the first square tube 103 will squeeze the rectangular portion 302. Under the action of the inclined surface 303, the follower 3 will gradually slide toward the patterned steel plate 102 through the through groove 107. Accordingly, the rectangular portion 302 is inserted into the positioning port 108. In this way, the connection strength between the patterned steel plate 102 and the steel groove 101 is greatly improved, ensuring the safety of the channel during construction.
[0037] Preferably, an interference fit is adopted between the rectangular portion 302 and the positioning opening 108 to further improve the stability of the overall structure of the channel.
[0038] Please refer again Figure 3 and Figure 4 The fastening connection mechanism includes a stiffening steel plate 5 arranged at the bottom of the first channel 1 and the second channel 2, and threaded holes 4 are provided on the stiffening steel plate 5 and the patterned steel plate 102, and fastening bolts 6 are provided in the threaded holes 4 to fix the first channel 1 and the second channel 2.
[0039] Preferably, the specification of the reinforcing steel plate 5 is 900mm*80mm, the threaded hole 4 is a φ16 bolt hole, and the fastening bolt 6 is an M12 bolt;
[0040] In order to adapt to different channel length requirements, when the first channel 1 and the second channel 2 are spliced, a reinforcing steel plate 5 is added, and holes are opened according to the spacing between the lower threaded holes 4 of the first channel 1 and the second channel 2, and M12 bolts are used for perforation connection and fixing to achieve the purpose of standardized splicing.
[0041] Please refer to Figure 3 The first channel 1 and the second channel 2 are both provided with vertical poles 7, and the vertical poles 7 are clamped with the two ends of the horizontal transverse web of the standard section of the tower crane, and are fixed by bolts through holes, so that the tower crane access channel is effectively connected with the tower crane.
[0042] The vertical pole 7 can be clamped at both ends of the horizontal transverse web of the standard section of the tower crane and fixed by bolts through holes, so that the tower crane access passage is effectively connected to the tower crane and achieves the function of anti-overturning.
[0043] In general, in the face of specific on-site construction conditions, the 4m long first channel 1 (non-standard part) and the 2m long second channel 2 are connected and fixed through a 900*80 stiffening steel plate 5 with φ16 bolt holes and M12 bolts. If a channel longer than 6m is required, a channel stiffening steel plate 5 and bolts can be added to fix and splice a 2m long second channel 2 through holes, so as to achieve the purpose of lengthening the channel, facilitate installation, and greatly improve the degree of standardization;
[0044] Therefore, the utility model avoids the time-consuming and laborious on-site welding processing of the tower crane access channel, improves the degree of standardization and ease of use, and the component can be reused to a certain extent. After being used at the current construction site, it can be used in other construction sites, avoiding waste of resources and achieving the purpose of reducing costs.
[0045] It is obvious to those skilled in the art that the present invention is not limited to the details of the exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-restrictive from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims be included in the present invention. Any reference numeral in a claim should not be regarded as limiting the claim to which it relates.
[0046] In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.
Claims
1. A connectable anti-overturning tower crane access passage, comprising a first passage (1) and a second passage (2); The first channel (1) and the second channel (2) have the same structure, and a fastening connection mechanism is provided between the two, and the fastening connection mechanism can connect the first channel (1) and the second channel (2) to form a tower crane access channel; It is characterized in that The first channel (1) comprises a steel trough (101) and a patterned steel plate (102) arranged in the steel trough (101), the patterned steel plate (102) is welded in the steel trough (101), and vertical enclosure structures are arranged on both sides of the steel trough (101); A stabilizing structure is also provided between the vertical enclosure knot and the patterned steel plate (102). The stabilizing structure is triggered when the vertical enclosure structure is connected to the steel trough (101) and cooperates with the patterned steel plate (102).
2. The connectable anti-overturning tower crane access passage according to claim 1, characterized in that: The vertical enclosure structure comprises a plurality of first square tubes (103) arranged on the side of the steel channel (101) and distributed along the length direction of the steel channel (101), and a second square tube (104) fixedly connected to one end of the plurality of first square tubes (103) away from the steel channel (101).
3. The connectable anti-overturning tower crane access passage according to claim 2, characterized in that: The steel channel (101) is provided with a deep groove (106), and the deep groove (106) is adapted to the first square tube (103) for plugging the first square tube (103) into the steel channel (101), and footboards (105) are fixedly provided on the outer sides of the plurality of first square tubes (103).
4. The connectable anti-overturning tower crane access passage according to claim 3 is characterized in that: A through groove (107) is also provided on the inner side of the steel groove (101), and the through groove (107) is communicated with the steel groove (101). The stabilizing structure comprises a follower (3) slidably arranged in the through groove (107).
5. The connectable anti-overturning tower crane access passage according to claim 4, characterized in that: The follower (3) comprises a triangular portion (301) and a rectangular portion (302), and the inclined surface (303) on the triangular portion (301) cooperates with an end of the first square tube (103) away from the second square tube (104), and the side of the patterned steel plate (102) is also provided with a plurality of positioning openings (108) adapted to the rectangular portion (302).
6. The connectable anti-overturning tower crane access passage according to claim 3, characterized in that: The fastening connection mechanism comprises a stiffening steel plate (5) arranged at the bottom of the first channel (1) and the second channel (2), and threaded holes (4) are provided on the stiffening steel plate (5) and the patterned steel plate (102), and fastening bolts (6) are provided in the threaded holes (4) to fix the first channel (1) and the second channel (2) in connection.
7. The connectable anti-overturning tower crane access passage according to claim 1, characterized in that: The first passage (1) and the second passage (2) are both provided with vertical poles (7), and the vertical poles (7) are clamped with the two ends of the horizontal cross web of the tower crane standard section and fixed by bolts through holes, so that the tower crane access passage and the tower crane are effectively connected.