CN217808424U - Tower crane strutting arrangement's mounting structure - Google Patents
Tower crane strutting arrangement's mounting structure Download PDFInfo
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- CN217808424U CN217808424U CN202220726479.7U CN202220726479U CN217808424U CN 217808424 U CN217808424 U CN 217808424U CN 202220726479 U CN202220726479 U CN 202220726479U CN 217808424 U CN217808424 U CN 217808424U
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- tower crane
- connecting plate
- plate
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Abstract
The application relates to the technical field of tower cranes and discloses a tower crane strutting arrangement's mounting structure, including linking up the fishplate bar, fixed connection connecting plate and the backup pad of fixed connection on the connecting plate on linking up the fishplate bar, seted up the through-hole in the backup pad, backup pad and linking plate parallel interval set up. This application is through setting up connection plate, connecting plate and backup pad, has seted up the through-hole in the backup pad, when installing the pull rod with the top of building, will connect connection plate fixed connection at the top of building earlier, make the backup pad be located the connecting plate towards one side of tower crane then, pass through bolt and backup pad fixed connection with the pull rod and be in the same place, this in-process has reduced the condition that needs the staff to build the connection buttress and has taken place, and then has reduced the staff and has installed the pull rod to the building top required time.
Description
Technical Field
The application relates to the technical field of tower cranes, in particular to a mounting structure of a tower crane supporting device.
Background
The tower crane is an essential hoisting device on construction sites, and is commonly used for hoisting materials required by construction such as reinforcing steel bars, wood ridges, concrete, steel pipes and the like for construction. Along with building site's construction is constantly gone on, the pull rod needs be installed to the tower crane this moment in the rising of a lesson, and the pull rod passes through mounting structure and is in the same place with the wall body coupling of building, makes then the pull rod support the tower crane, reduces rocking of tower crane.
In the related art, referring to fig. 1, the mounting structure includes a connection plate 200 and a support plate 300 fixedly connected to the connection plate 200, wherein the support plate 300 is provided with a through hole 310 through which a bolt passes. When the pull rod is installed on the tower crane, the installation plate is fixedly connected with the wall body of a building through the expansion bolts, then one end of the pull rod is spliced and matched with the support plate 300, then the bolts penetrate through the holes in the pull rod and the through holes 310 in the support plate 300, and finally the other end of the pull rod is connected with the tower crane, so that the installation of the pull rod is completed.
In view of the above-mentioned related arts, the inventor believes that when installing a tie bar on the top of a building, a brick and a concrete pile are used to connect the piles at the top of the building, and after the concrete is solidified, a connecting plate is fixedly connected to the connecting piles, and therefore, there is a defect that it takes a long time to install the tie bar on the top of the building because the concrete is solidified.
SUMMERY OF THE UTILITY MODEL
In order to alleviate and install the pull rod to the long problem of building top consuming time, this application provides a tower crane strutting arrangement's mounting structure.
The application provides a tower crane strutting arrangement's mounting structure adopts following technical scheme:
the utility model provides a tower crane strutting arrangement's mounting structure, includes linkage plate, fixed connection and is in connecting plate and fixed connection on the linkage plate be in backup pad on the connecting plate, the through-hole has been seted up in the backup pad, the backup pad with the parallel interval of linkage plate sets up.
Through adopting above-mentioned technical scheme, when the top installation pull rod of building, install mounting structure at the top of building earlier, then make linkage plate fixed connection at the top of building, the backup pad is located the one side of connecting plate orientation tower crane, then insert the backup pad with the one end of pull rod in, thereby make hole in the pull rod and the through-hole in the backup pad relative, then use the bolt to pass hole in the pull rod and the through-hole in the backup pad, backup pad and pull rod link together promptly, connect the other end of pull rod on the tower crane at last again, accomplish the installation to the pull rod promptly, this in-process has reduced and has needed the staff to build the condition emergence of connecting the buttress at the building top, and then reduce the staff and install the pull rod to the required time of building top.
Optionally, a reinforcing plate is fixedly connected to an end face, away from the supporting plate, of the connecting plate, and the reinforcing plate is fixedly connected to the connecting plate.
By adopting the technical scheme, after the supporting plate is connected with the pull rod, the reinforcing plate reinforces the connection strength of the connecting plate and the connecting plate, so that the situation that the connecting plate and the connecting plate move relatively under the action of the pull rod is reduced, and the connection stability of the connecting plate and the connecting plate is improved.
Optionally, the support plate is provided with two, two the backup pad parallel interval sets up.
Through adopting above-mentioned technical scheme, link together back with pull rod and backup pad, two backup pads all contradict with the pull rod, through setting up two backup pads, can reduce monolithic backup pad thickness on the one hand, reduce mounting structure's weight promptly, on the other hand increases the life of backup pad.
Optionally, a supporting tube is arranged between the two supporting plates, the supporting tube is arranged corresponding to the through hole, and two ends of the supporting tube are fixedly connected with the two supporting plates respectively.
Through adopting above-mentioned technical scheme, after installing the pull rod in the backup pad, the stay tube supports the backup pad, reduces the condition that two backup pads take place relative motion promptly and takes place, and then increases the stability of backup pad.
Optionally, a plurality of connecting rods are arranged on the connecting plates, and one end, far away from the connecting plates, of each connecting rod is bent and folded.
Through adopting above-mentioned technical scheme, when the top to the building is under construction, the steel reinforcement cage that the one end of bending inflection of connecting rod and building top were placed is together articulated earlier, then pours the concrete on the steel reinforcement cage again, makes connecting rod and steel reinforcement cage pass through concrete fixed connection then and is in the same place to increase the stability of mounting structure installation at the building top, and then increase the support stability to the tower crane after the pull rod is installed on mounting structure.
Optionally, one end of the connecting rod, which is far away from the bending and folding of the connecting rod, penetrates through the connecting plate, and a fixing piece is arranged at one end of the connecting rod, which is far away from the bending and folding of the connecting rod.
Through adopting above-mentioned technical scheme, link together the back with the one end of the crooked inflection of connecting rod and steel reinforcement cage, can fix the linkage plate through the mounting, increase the connection stability of mounting structure and steel reinforcement cage promptly.
Optionally, the fixing member is a blocking block, and the blocking block is fixedly connected with the connecting rod.
Through adopting above-mentioned technical scheme, link together back with connecting rod and steel reinforcement cage, rethread welding's mode will block the piece and join in marriage the fishplate bar welding together, reduces the condition emergence of taking place relatively rocking between connecting rod and the fishplate bar promptly.
Optionally, the fixing member is provided with two, each fixing rod member is a nut, the two nuts are both in threaded connection with the connecting rod, and the two nuts are respectively located at the top and the bottom of the connecting plate.
By adopting the technical scheme, after the connecting rod is connected with the steel reinforcement cage, the nuts are screwed, so that the nuts positioned on the two sides of the connecting plate are all abutted against the connecting plate, and the connecting plate is fixedly connected with the connecting rod; when the engineering construction is finished and the mounting structure needs to be dismantled, the pull rod is separated from the mounting structure, then the nut at the top of the connecting plate is screwed, so that the nut is separated from the connecting plate, the connecting plate is taken down from the connecting rod, the mounting structure is dismantled, and the effect of recycling the connecting plate, the connecting plate and the supporting plate can be achieved.
Optionally, a protective shell is arranged at the bottom of the connecting plate, the connecting plate is located in the protective shell, and one end of the connecting rod penetrates through the protective shell.
Through adopting above-mentioned technical scheme, with mounting structure installation to the top of building after, the connecting rod passes through concrete and steel reinforcement cage fixed connection together, and the protective housing solidifies in the concrete, through setting up the protective housing, can make things convenient for the staff to take off the joint board.
In summary, the present application includes at least one of the following beneficial technical effects:
by arranging the connecting plates, the connecting plates and the supporting plates, through holes are formed in the supporting plates, when the pull rod is installed at the top of a building, the connecting plates are fixedly connected to the top of the building, the supporting plates are located on the side, facing the tower crane, of the connecting plates, and then the pull rod is fixedly connected with the supporting plates through bolts, so that the situation that workers need to build connecting stacks is reduced in the process, and the time for the workers to install the pull rod to the top of the building is further reduced;
by arranging the reinforcing plates, the reinforcing plates are fixedly connected with the connecting plates and the connecting plates, so that the reinforcing plates reinforce the connection between the connecting plates and the connecting plates, and the connection stability between the connecting plates and the connecting plates is improved;
through setting up two backup pads to set up the stay tube between two backup pads, the stay tube sets up with the through-hole in the backup pad relatively, makes the stay tube support the backup pad then, reduces two backup pads and takes place relative motion's the condition emergence, and then increases the stability of backup pad.
Drawings
Fig. 1 is a schematic view of a mounting structure in the related art;
FIG. 2 is a schematic view of an installation structure in embodiment 1 of the present application;
fig. 3 is another perspective structural view of the mounting structure of embodiment 1 of the present application, mainly showing a through hole;
fig. 4 is a schematic structural view of the mounting structure of embodiment 2 of the present application.
Description of reference numerals: 100. a connector tile; 110. a connecting rod; 111. a blocking block; 112. a nut; 200. a connecting plate; 210. a reinforcing plate; 300. a support plate; 310. a through hole; 320. supporting a tube; 400. a protective shell; 410. and (4) a groove.
Detailed Description
The present application is described in further detail below with reference to figures 2-4.
The embodiment of the application discloses tower crane strutting arrangement's mounting structure.
Example 1:
referring to fig. 2 and 3, a tower crane strutting arrangement's mounting structure includes connection board 100, connecting plate 200 and backup pad 300, and wherein backup pad 300 is provided with two, and two backup pads 300 parallel interval set up, have all seted up two through-holes 310 on every backup pad 300, and through-hole 310 on two backup pads 300 is seted up relatively, and every backup pad 300 all is connected with connecting plate 200 vertical fixation. The connecting plate 200 is vertically and fixedly connected with the connecting plate 100, and a gap for accommodating the pull rod is reserved between the two supporting plates 300 and the connecting plate 100.
When the tower crane is supported by the top installation pull rod of the building, the connecting plate 100 is fixedly connected with the top of the building, then the supporting plate 300 is positioned on one side of the connecting plate 200 facing the tower crane, then one end of the pull rod is inserted into the outer parts of the two supporting plates 300, so that the hole in the pull rod is opposite to the through hole 310 in the supporting plate 300, the bolt is used for penetrating the hole in the pull rod and the through hole 310 in the supporting plate 300, namely, the pull rod is installed together with the installation structure, and finally, the other end of the pull rod is connected onto the tower crane, the situation that workers need to stack and connect the stacks at the top of the building is reduced in the process, and the time required by the workers when installing the pull rod at the top of the building is further reduced.
With continued reference to fig. 2 and 3, in order to reduce the occurrence of relative movement between the two support plates 300, two support tubes 320 are disposed between the two support plates 300, one support tube 320 is disposed corresponding to two opposing through holes 310 of the two support plates 300, and the other support tube 320 is disposed corresponding to the other two opposing through holes 310 of the two support plates 300. The two ends of each supporting tube 320 are respectively and fixedly connected with the two supporting plates 300, so that the supporting tubes 320 support the two supporting plates 300, the occurrence of the relative motion of the two supporting plates 300 is reduced, and the connection stability of the supporting plates 300 and the pull rod is further improved.
With continued reference to figures 2 and 3, to reduce the occurrence of relative movement between the connector plates 200 and the connector tiles 100, the side of the connector plates 200 facing away from the support plate 300 is provided with a reinforcing plate 210, the side of the reinforcing plate 210 is fixedly connected to the connector plates 200 perpendicularly, and one end of the reinforcing plate 210 is fixedly connected to the connector tiles 100 perpendicularly, so that the reinforcing plate 210 reinforces the connection strength of the connector plates 200 and the connector tiles 100, thereby increasing the connection stability of the connector plates 200 and the connector tiles 100 and reducing the occurrence of relative movement between the connector plates 200 and the connector tiles 100.
With continued reference to figures 2 and 3, to increase the stability of the connection of the mounting structure to the top of a building, the connector tiles 100 are provided with a plurality of connector rods 110, one end of each connector rod 110 being arranged in a bent back configuration, the other end of each connector rod 110 passing through the connector tile 100, the bent back end of the connector rod 110 being located on the side of the connector tile 100 facing away from the connector tile 200. The end of each connecting rod 110 away from the end bent back is provided with a fixing member, and the connecting rod 110 is fixedly connected to the connecting plate 100 by the fixing member.
With continued reference to fig. 2 and 3, the fixing member is a stopper 111, and the cross-sectional area of the stopper 111 perpendicular to the length direction of the connecting rod 110 is larger than the cross-sectional area of the connecting rod 110 perpendicular to the length direction thereof. When the top of a building is constructed, the connecting rod 110 can be directly hung with a pre-buried steel reinforcement cage, then the blocking block 111 and the connecting plate 100 are fixedly connected together in a welding mode, and finally concrete is inverted on the steel reinforcement cage, so that the steel reinforcement cage and the connecting rod 110 are fixed together by the concrete, and the effect of improving the connection stability of the mounting structure and the top of the building is achieved.
The implementation principle of the installation structure of the tower crane supporting device in the embodiment of the application is as follows: when the top of a building is constructed, one end of the connecting rod 110 bent and folded back is firstly hung with a reinforcement cage on which concrete is to be poured on the top of the building, then the blocking block 111 and the connecting plate 100 are welded together in a welding mode, then the concrete is poured on the reinforcement cage, and the connecting rod 110 and the reinforcement cage are fixedly connected together by the concrete.
When the pull rod is installed on the installation structure, one end of the pull rod is inserted outside the support plate 300, so that the hole on the pull rod is opposite to the through hole 310 on the support plate 300, and then the bolt penetrates through the hole on the pull rod and the through hole 310 on the support plate 300, so that the installation of the pull rod is completed.
Example 2:
referring to fig. 4, in order to achieve recycling of a part of the installation structure, the present embodiment is different from embodiment 1 in that two fixing members are provided, the fixing members are nuts 112, both nuts 112 are screwed with the connecting rods 110, one nut 112 is located on the side of the connecting plate 100 facing the connecting plate 200, and the other nut 112 is located on the side of the connecting plate 100 facing away from the connecting plate 200. The connector tiles 100 are provided at the bottom with a protective casing 400 in which the connector tiles 100 are located, the nuts 112 on the protective casing 400 corresponding to the bottom of the connector tiles 100 are provided with recesses 410 for receiving the plurality of nuts 112, the end of the connector bar 110 turned back away from itself passes through the protective casing 400, and each nut 112 is located in a corresponding recess 410.
After the connecting rod 110 and the reinforcement cage are hung together, the nut 112 on the connecting rod 110 is screwed, then the nuts 112 at the top and the bottom of the connecting plate 100 are abutted against and abutted against the connecting plate 100, then the concrete is inverted on the reinforcement cage, the connecting rod 110 and the reinforcement cage are connected together by the concrete, and the protective shell 400 is solidified on the surface of the concrete. After the mounting structure has been used the nuts 112 at the top of the connector tiles 100 are threaded so that the nuts 112 at the top of the connector tiles 100 are separated from the connector rods 110 and the connector tiles 100 are then removed from the protective housing 400 for re-use of part of the mounting structure.
The implementation principle of the installation structure of the tower crane supporting device in the embodiment of the application is as follows: when constructing the top of the building, the tie bars 110 are suspended from the cages to be cast, and the nuts 112 are then tightened so that the tie bars 110 are fixedly connected to the connector tiles 100 by the nuts 112. Concrete is then poured onto the reinforcement cage, the concrete fixedly connects the tie bar 110 and the reinforcement cage together, and the protective shell 400 is set on the surface of the concrete.
When the mounting structure is to be disassembled, the nuts 112 on the top of the connector tiles 100 are screwed so that the nuts 112 on the top of the connector tiles 100 are separated from the connector rods 110, and finally the connector tiles 100 in the protective housing 400 are removed, i.e. the partial mounting structure is reused.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (9)
1. The utility model provides a tower crane strutting arrangement's mounting structure which characterized in that: including linking up fishplate bar (100), fixed connection connecting plate (200) and fixed connection on linking up fishplate bar (100) backup pad (300) on connecting plate (200), through-hole (310) have been seted up on backup pad (300), backup pad (300) with linking up fishplate bar (100) parallel interval sets up.
2. The tower crane supporting device mounting structure of claim 1, wherein: the end face, deviating from the supporting plate (300), of the connecting plate (200) is fixedly connected with a reinforcing plate (210), and the reinforcing plate (210) is fixedly connected with the connecting plate (100).
3. The tower crane supporting device mounting structure of claim 1, wherein: the two supporting plates (300) are arranged, and the two supporting plates (300) are arranged in parallel at intervals.
4. The tower crane supporting device mounting structure of claim 3, wherein: a supporting tube (320) is arranged between the two supporting plates (300), the supporting tube (320) is arranged corresponding to the through hole (310), and two ends of the supporting tube (320) are respectively fixedly connected with the two supporting plates (300).
5. The mounting structure of a tower crane strutting arrangement of claim 1 characterized in that: a plurality of connecting rods (110) are arranged on the connecting plate (100), and one end, far away from the connecting plate (100), of each connecting rod (110) is bent and folded.
6. The tower crane supporting device mounting structure of claim 5, wherein: one end, far away from the bending and folding of the connecting rod (110), of the connecting rod (110) penetrates through the connecting plate (100), and a fixing piece is arranged at one end, far away from the bending and folding of the connecting rod (110), of the connecting rod.
7. The tower crane supporting device mounting structure of claim 6, wherein: the fixing piece is a blocking block (111), and the blocking block (111) is fixedly connected with the connecting rod (110).
8. The tower crane supporting device mounting structure of claim 6, wherein: the fixing piece is provided with two nuts (112), each fixing piece is a nut (112), the two nuts (112) are in threaded connection with the connecting rod (110), and the two nuts (112) are respectively located at the top and the bottom of the connecting plate (100).
9. The tower crane supporting device mounting structure of claim 8, wherein: the bottom of the connection plate (100) is provided with a protective case (400), the connection plate (100) is positioned in the protective case (400), and one end of the connection rod (110) passes through the protective case (400).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220726479.7U CN217808424U (en) | 2022-03-28 | 2022-03-28 | Tower crane strutting arrangement's mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220726479.7U CN217808424U (en) | 2022-03-28 | 2022-03-28 | Tower crane strutting arrangement's mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217808424U true CN217808424U (en) | 2022-11-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220726479.7U Active CN217808424U (en) | 2022-03-28 | 2022-03-28 | Tower crane strutting arrangement's mounting structure |
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| Country | Link |
|---|---|
| CN (1) | CN217808424U (en) |
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- 2022-03-28 CN CN202220726479.7U patent/CN217808424U/en active Active
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