CN217323144U - Tower crane attaches wall mound - Google Patents
Tower crane attaches wall mound Download PDFInfo
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- CN217323144U CN217323144U CN202220350288.5U CN202220350288U CN217323144U CN 217323144 U CN217323144 U CN 217323144U CN 202220350288 U CN202220350288 U CN 202220350288U CN 217323144 U CN217323144 U CN 217323144U
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- tower crane
- wall
- pier
- attached
- connecting piece
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Abstract
The utility model provides a tower crane attaches wall mound, include: one end of the pre-embedded connecting piece is pre-embedded in the floor slab; the structure frame penetrates through the embedded connecting piece along the first direction and can slide on the embedded connecting piece; and the fixing piece is used for fixing the sliding position of the structural frame on the embedded connecting piece. Based on the technical scheme of the utility model, structural framework is connected with pre-buried connecting piece detachably, makes the tower crane attach the wall mound and can have enough to meet the need the use on the floor on different layers like this to improved the tower crane and attached the availability factor of wall mound, avoided pouring reinforced concrete on the floor and attached the wall mound among the correlation technique, and then practiced thrift the cost of tower crane operation, improved the efficiency of tower crane operation simultaneously. In addition, the structural frame can slide on the embedded connecting piece, so that the height of the tower crane attached wall pier can be adjusted, the connection range of the tower crane attached wall pier and an external pull rod is increased, and the application range of the tower crane attached wall pier is enlarged.
Description
Technical Field
The utility model relates to a construction technical field relates to a tower crane attaches wall mound especially.
Background
At present, when a horizontal arm of a tower crane exceeds the free height, pull rods are arranged at intervals of height to connect the tower crane with a structure, and the pull rods are usually connected to a constructional column or a beam. The wall-attached rods have angle and length limitations, so that the tower crane cannot be attached to the column or the beam sometimes.
However, in the related art, the reinforced concrete wall-attached pier is usually poured on the floor slab for the tower crane to attach, and the reinforced concrete wall-attached pier cannot be used in a turnover manner, so that the construction progress is slow and the construction cost is high.
In other words, the problem that the tower crane wall pier cannot be used in a turnover manner in the related art is solved.
SUMMERY OF THE UTILITY MODEL
To the problem among the above-mentioned prior art, this application provides a tower crane attaches wall mound, has solved the tower crane and has attached the unable problem of having enough to meet the need the use of wall mound.
The utility model discloses a tower crane attaches wall mound, include: one end of the pre-embedded connecting piece is pre-embedded in the floor slab;
the structure frame penetrates through the embedded connecting piece along the first direction and can slide on the embedded connecting piece; and the fixing piece is used for fixing the sliding position of the structural frame on the embedded connecting piece.
In one embodiment, the embedded connector is an anchor bolt.
In one embodiment, the fixing part adopts a threaded fastener, the threaded fastener is in threaded connection with the embedded connecting part, and the threaded fastener can fix the sliding position of the structural frame on the embedded connecting part. Through this embodiment, after the altitude mixture control of tower crane attaches the wall mound had been good, mounting and rag bolt pass through screw-thread fit to realized the fixed action of mounting, and then ensured that the tower crane attaches the wall mound and can adjust to suitable height and support.
In one embodiment, a structural frame comprises: a plurality of structural units arranged at intervals along the second direction; the connecting plates are arranged on the structural units and are provided with first connecting holes.
In one embodiment, the structural frame further comprises a connecting beam disposed between two adjacent ones of the plurality of structural units.
In one embodiment, the structural unit is in a tripod configuration, the structural unit comprising: a column; one end of the horizontal connecting beam is connected with the bottom end of the upright post; and one end of the diagonal connecting beam is connected with the top end of the upright post, and the other end of the diagonal connecting beam is connected with the other end of the horizontal connecting beam. Through this embodiment, set the constitutional unit to the tripod structure, strengthened constitutional unit's joint strength like this to improved the support intensity that the tower crane attaches the wall mound, and then satisfied the required intensity requirement of supporting the tower crane.
In one embodiment, the upright is made of I-steel.
In one embodiment, the system further comprises a lifting lug plate, wherein the lifting lug plate is arranged on the structural frame and is used for connecting an external pull rod. Through this embodiment, the lug plate is provided with the lug hole for with outside pull rod fixed connection, thereby ensure that the tower crane attaches the wall mound and can support the tower crane, and then ensure that the tower crane operation can normally be carried out.
In one embodiment, the embedded type wall pier further comprises a wall pier base, wherein the wall pier base penetrates through and is fixed on the embedded connecting piece and is located below the structural frame. Through this embodiment, set up and attach the wall mound base and improved the tower crane and attached the holistic stability of wall mound to the tower crane is attached the stability and the reliability that wall mound supported have been improved.
In one embodiment, the wall pier base is a rectangular welding piece, and a second connecting hole is formed in the corner of the wall pier base and is used for being fixedly connected with the embedded connecting piece. Through this embodiment, the second connecting hole sets to the screw hole, and with rag bolt threaded connection, ensures like this that attaches the wall mound base and can fix on the floor steadily to ensure that attaches the wall mound base and can support the tower crane steadily.
The above-mentioned technical characteristics can be combined in various suitable ways or replaced by equivalent technical characteristics as long as the purpose of the invention can be achieved.
The utility model provides a pair of tower crane attaches wall mound compares with prior art, possesses following beneficial effect at least:
structural framework is connected with pre-buried connecting piece detachably for the tower crane attaches the wall mound and can have enough to meet the need the use on the floor on different layers like this to improved the tower crane and attached the availability factor of wall mound, avoided pouring reinforced concrete on the floor among the correlation technique and attached the wall mound, and then practiced thrift the cost of tower crane operation, improved the efficiency of tower crane operation simultaneously. In addition, the structural frame can slide on the embedded connecting piece, so that the height of the tower crane attached wall pier can be adjusted, the connection range of the tower crane attached wall pier and an external pull rod is increased, and the application range of the tower crane attached wall pier is enlarged.
Drawings
The present invention will be described in more detail hereinafter based on embodiments and with reference to the accompanying drawings. Wherein:
fig. 1 shows a schematic structural view (side view) of a tower crane wall-attached pier of the utility model;
FIG. 2 is a schematic structural view (from a front view) showing another angle of the tower crane wall pier in FIG. 1;
FIG. 3 shows a schematic structural view (from a top view) of another angle of the tower crane wall pier in FIG. 1;
FIG. 4 is a schematic view showing the assembly relationship between the embedded connectors and the structural frame in FIG. 1;
FIG. 5 shows a schematic view of the structure of the pier-attached base of FIG. 1;
fig. 6 shows a schematic view of the construction of the connection plate of fig. 1.
In the drawings, like parts are provided with like reference numerals. The drawings are not to scale.
Reference numerals are as follows:
10. pre-burying a connecting piece; 20. a structural frame; 21. a structural unit; 211. a column; 212. a horizontal connecting beam; 213. a diagonal draw connecting beam; 22. a connecting plate; 221. a first connection hole; 23. a connecting beam; 30. a fixing member; 40. a lug plate; 50. attaching a wall pier base; 51. and a second connecting hole.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
It should be noted that the tower crane in this application attaches the wall mound as supporting foundation for the tower crane is supported in the side direction, and the tower crane attaches the wall mound and fixes on the floor in this application, and its one side is connected with outside pull rod, and the pull rod is as the bracing piece for support the tower crane. Namely, the pull rod is arranged between the tower crane wall attaching pier and the tower crane.
It should be noted that the first direction in the present application refers to the height direction of the tower crane wall pier in fig. 1, and the second direction refers to the width direction of the tower crane wall pier in fig. 2.
As shown in fig. 1 to 4, the utility model provides a tower crane attaches wall mound, it includes pre-buried connecting piece 10, structural framework 20 and mounting 30.
Wherein, pre-buried in the floor of one end of pre-buried connecting piece 10, on pre-buried connecting piece 10 is worn to establish along first direction by structural framework 20, structural framework 20 can slide on pre-buried connecting piece 10, and mounting 30 is used for the sliding position of fixed structural framework 20 on pre-buried connecting piece 10.
In the above-mentioned setting, structural frame 20 is connected with pre-buried connecting piece 10 detachably, makes the tower crane attach the wall mound and can have enough to meet the need the use on the floor of different layers like this to improved the tower crane and attached the availability factor of wall mound, avoided pouring reinforced concrete on the floor and attached the wall mound among the correlation technique, and then practiced thrift the cost of tower crane operation, improved the efficiency of tower crane operation simultaneously.
In addition, structural framework 20 can slide on pre-buried connecting piece 10 for the tower crane attaches the height-adjustable of wall mound like this to increased the tower crane and attached the range of connection of wall mound and outside pull rod, and then enlarged the tower crane and attached the application scope of wall mound.
Specifically, as shown in fig. 1 to 4, in one embodiment, the embedded connector 10 employs an anchor bolt.
Further, the embedded connector 10 uses an anchor bolt of M48.
Specifically, as shown in fig. 1 to 4, in one embodiment, the fixing member 30 is a threaded fastener, and the threaded fastener is threadedly connected to the fastener insert 10, and the threaded fastener can fix the sliding position of the structural frame 20 on the fastener insert 10.
In the above-mentioned setting, after the altitude mixture control of tower crane attaches the wall mound had been good, mounting 30 passes through screw-thread fit with rag bolt to realized mounting 30's fixed action, and then ensured that the tower crane attaches the wall mound and can adjust to suitable height and support.
Specifically, as shown in fig. 1 to 4, in one embodiment, the fixing member 30 employs two lock nuts.
Specifically, as shown in fig. 2, 3 and 6, in one embodiment, the structural frame 20 includes a plurality of structural units 21 and a connecting plate 22. Wherein, a plurality of constitutional units 21 set up along the second direction interval, and connecting plate 22 sets up on a plurality of constitutional units 21, and first connecting hole 221 has been seted up to connecting plate 22.
Specifically, as shown in fig. 2 and 3, in one embodiment, the structural frame 20 includes three structural units 21. The first connection hole 221 is a screw hole for fixing the lug plate 40.
Of course, in alternative embodiments not shown in the drawings of the present application, the structural frame 20 may be provided to include four and more than four structural units 21.
Specifically, in one embodiment, the connecting plate 22 is a steel plate, and the structural unit 21 is a weldment.
Specifically, as shown in fig. 1 and 4, in one embodiment, the structural unit 21 has a tripod structure, and the structural unit 21 includes a pillar 211, a horizontal connecting beam 212, and a diagonal connecting beam 213. One end of the horizontal connecting beam 212 is connected with the bottom end of the upright post 211, one end of the diagonal connecting beam 213 is connected with the top end of the upright post 211, and the other end of the diagonal connecting beam is connected with the other end of the horizontal connecting beam 212.
In the above-mentioned setting, set constitutional unit 21 to the tripod structure, strengthened constitutional unit 21's joint strength like this to improved the support intensity of tower crane wall mound, and then satisfied the required intensity requirement of supporting the tower crane.
Specifically, as shown in fig. 1, in one embodiment, a horizontal coupling beam 212 is disposed between the two lock nuts.
Specifically, as shown in fig. 1-4, in one embodiment, the upright 211 is an i-beam.
Specifically, as shown in fig. 1, in one embodiment, the tower crane wall pier further includes a suspension lug plate 40, the suspension lug plate 40 is disposed on the structural frame 20, and the suspension lug plate 40 is used for connecting an external tie rod.
In the above arrangement, the lug plate 40 is provided with a lug hole for being fixedly connected with an external pull rod, so as to ensure that the tower crane attaches to the wall pier to support the tower crane, and further ensure that the tower crane operation can be normally carried out.
Specifically, as shown in fig. 1 to 3, in an embodiment, the tower crane wall attachment pier further includes a wall attachment pier base 50, and the wall attachment pier base 50 is inserted and fixed on the embedded connector 10 and is located below the structural frame 20.
In the above-mentioned setting, set up and attach wall mound base 50 and improved the holistic stability of tower crane and attached the wall mound to improve the tower crane and attached the stability and the reliability that wall mound supported.
Specifically, as shown in fig. 5, in an embodiment, the wall-attached pier base 50 is a rectangular weldment, and a second connection hole 51 is formed at a corner of the wall-attached pier base 50, and is used for being fixedly connected to the embedded connection member 10.
In the above arrangement, the second connection holes 51 are provided as threaded holes and are in threaded connection with the anchor bolts, so that the wall pier base 50 can be stably fixed on the floor, and the wall pier base 50 can stably support the tower crane.
Specifically, as shown in fig. 1, in one embodiment, the structural frame 20 further includes a connection beam 23, and the connection beam 23 is disposed between two adjacent structural units 21 of the plurality of structural units 21.
In the above-mentioned setting, set up the joint strength that tie-beam 23 can additional strengthening structure frame 20 to ensure the tower crane and attach wall mound structural strength, and then satisfy the support requirement to the tower crane.
It should be noted that, in the present application, the flange of the i-steel is fusion-through welded to the steel plate, and the web is welded to the connecting beam 23, so that the bending strength of the i-steel can be improved.
The tower crane attaches wall mound in this application has following characteristics:
1. the main components are fixed on the floor through the bolt connection, so that quick disassembly and quick assembly operations can be realized, the construction period is shortened, the construction quality is improved, and the construction cost is reduced.
2. All components are made of steel, so that the components can be repeatedly used, the output and cost expenditure of construction waste are reduced, and the energy-saving and environment-friendly effects are achieved.
3. The installation position is relatively free, and the position that can arrange of tower crane is increased, reduces the construction degree of difficulty.
In the description of the present invention, it is to be understood that the terms "upper", "lower", "bottom", "top", "front", "rear", "inner", "outer", "left", "right", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but 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 therefore, should not be construed as limiting the present invention.
Although the invention herein has been described with reference to particular embodiments, it is to be understood that these embodiments are merely illustrative of the principles and applications of the present invention. It is therefore to be understood that numerous modifications may be made to the illustrative embodiments and that other arrangements may be devised without departing from the spirit and scope of the present invention as defined by the appended claims. It should be understood that features described in different dependent claims and herein may be combined in ways different from those described in the original claims. It is also to be understood that features described in connection with individual embodiments may be used in other described embodiments.
Claims (10)
1. The utility model provides a tower crane attaches wall mound which characterized in that includes:
one end of the pre-embedded connecting piece is pre-embedded in the floor slab;
the structural frame penetrates through the embedded connecting piece along a first direction and can slide on the embedded connecting piece;
and the fixing piece is used for fixing the sliding position of the structural frame on the embedded connecting piece.
2. The tower crane wall-attached pier according to claim 1, wherein the embedded connecting piece is an anchor bolt.
3. The tower crane wall-attached pier according to claim 2, wherein the fixing member is a threaded fastener, the threaded fastener is in threaded connection with the embedded connecting member, and the threaded fastener can fix the sliding position of the structural frame on the embedded connecting member.
4. The tower crane wall attachment pier according to claim 1, wherein the structural frame comprises:
a plurality of structural units arranged at intervals along a second direction;
the connecting plate is arranged on the plurality of structural units and is provided with a first connecting hole.
5. The tower crane wall pier of claim 4, wherein the structural frame further comprises a connecting beam disposed between two adjacent structural units of the plurality of structural units.
6. The tower crane attaches wall pier of claim 4, characterized in that, the constitutional unit is tripod structure, the constitutional unit includes:
a column;
one end of the horizontal connecting beam is connected with the bottom end of the upright post;
and one end of the diagonal connecting beam is connected with the top end of the upright post, and the other end of the diagonal connecting beam is connected with the other end of the horizontal connecting beam.
7. The tower crane wall pier of claim 6, wherein the upright column is made of I-steel.
8. The tower crane wall-attached pier according to claim 1, further comprising a lifting lug plate, wherein the lifting lug plate is arranged on the structural frame and is used for connecting an external pull rod.
9. The tower crane wall-attached pier of claim 1, further comprising a wall-attached pier base, wherein the wall-attached pier base is arranged on the embedded connecting piece in a penetrating manner and fixed, and is located below the structural frame.
10. The tower crane wall-attached pier of claim 9, wherein the wall-attached pier base is a rectangular weldment, and second connecting holes are formed in the corner positions of the wall-attached pier base and used for being fixedly connected with the embedded connecting pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220350288.5U CN217323144U (en) | 2022-02-21 | 2022-02-21 | Tower crane attaches wall mound |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220350288.5U CN217323144U (en) | 2022-02-21 | 2022-02-21 | Tower crane attaches wall mound |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217323144U true CN217323144U (en) | 2022-08-30 |
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ID=82996454
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220350288.5U Active CN217323144U (en) | 2022-02-21 | 2022-02-21 | Tower crane attaches wall mound |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217323144U (en) |
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2022
- 2022-02-21 CN CN202220350288.5U patent/CN217323144U/en active Active
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