CN212388963U - Vertical rod positioning structure - Google Patents
Vertical rod positioning structure Download PDFInfo
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- CN212388963U CN212388963U CN202020506192.4U CN202020506192U CN212388963U CN 212388963 U CN212388963 U CN 212388963U CN 202020506192 U CN202020506192 U CN 202020506192U CN 212388963 U CN212388963 U CN 212388963U
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Abstract
The utility model relates to a pole setting location structure arranges the girder steel in on, a serial communication port, the structure includes: the base is arranged on the steel beam, one end of the base extends out of the steel beam to form a clamping end, the other end of the base forms a bending end, and the bending end is in limit connection with the top of the steel beam; the positioning pile is vertically arranged on the base and used for positioning the vertical rod; the clamping piece is arranged below the upper flange plate and is opposite to the clamping end of the base; and a locking assembly connected to the clamping end of the base and the clamping member, whereby the clamping end of the base and the clamping member are clampingly connected to the upper flange plate by the locking assembly. The method is used for solving the problems that in the construction process of a building engineering foundation, the positioning pile is welded on the steel beam, the requirement on precision is high, and the positioning pile cannot be reused. The direct welding results in the cantilever beam upper portion steel being heated even burn, influences girder steel tensile strength, causes potential safety hazard scheduling problem.
Description
Technical Field
The utility model relates to a setting of pole setting among the building engineering, concretely relates to pole setting location structure especially sets up the location to the girder steel of different specifications, can accelerate the installation effectiveness of waiting to install the support body, improves pole setting positioning accuracy, can realize demolising fast.
Background
At present, in the field of building construction, a scaffold is erected on I-shaped steel or channel steel, and in order to ensure the stability of a scaffold upright rod, short steel bars or short thin steel pipes are welded on the I-shaped steel or the channel steel positioned according to the scaffold upright rod. The method for directly welding and positioning the short steel bars or the short thin steel pipes on the steel beams has high precision requirements, if the welding is not accurate, the short steel bars or the short thin steel pipes need to be cut off and welded again, and the short steel bars or the short thin steel pipes cannot be reused, so that the waste of materials is caused. The girder steel of encorbelmenting among the scaffold frame of encorbelmenting is drawn for upper portion, and scaffold frame pole setting spud beading is on the upper portion of girder steel, easily leads to the upper portion steel part of cantilever beam to be heated even burn during the welding, influences girder steel tensile strength easily, causes potential safety hazard scheduling problem.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to overcome prior art's defect, now provide a pole setting location structure for in solving building engineering foundation work process, weld the I-steel or the channel-section steel of the position of locating according to scaffold frame pole setting to short reinforcing bar or short thin steel pipe. The method for direct welding positioning has high precision requirement, and the welding is cut off and re-welded if the welding is not accurate, and the material is wasted because the welding cannot be recycled. The girder steel of encorbelmenting among the scaffold frame of encorbelmenting is drawn for upper portion, easily leads to the upper portion steel part of cantilever beam to be heated even burn during the direct welding, influences girder steel tensile strength easily, causes potential safety hazard scheduling problem.
The technical scheme for realizing the purpose is as follows:
the utility model provides a pole setting location structure, arranges in on the girder steel, the top of girder steel has an upper flange board, location structure includes:
the base is arranged on the steel beam, one end of the base extends out of the steel beam to form a clamping end, the other end of the base forms a bending end, and the bending end is in limit connection with the top of the steel beam;
the positioning pile is vertically arranged on the base and used for positioning the vertical rod;
the clamping piece is arranged below the upper flange plate and is opposite to the clamping end of the base; and
a locking assembly connected to the clamping end of the base and the clamp, the clamping end of the base and the clamp being clampingly connected to the upper flange plate by the locking assembly.
The utility model has the advantages that: the utility model discloses construction method is simple and convenient, can realize location structure's installation and demolish through elasticity locking Assembly. The positioning structure is dismantled in the installation convenient and fast, labour saving and time saving, and the spud is fixed in positioning structure on, there is the deviation in position, can loosen locking Assembly and relax the clamp plate and tighten up locking Assembly again after with the spud position adjustment is suitable and fix the clamping piece once more, is suitable for the spud on the different girder steel of various specifications and fixes. And for cold connection between spud and the girder steel, the girder steel of encorbelmenting in the scaffold frame of encorbelmenting is the mode that upper portion was drawn, and the girder steel is not heated and does not have the burn hidden danger, can not influence the tensile strength of girder steel, and reuse can be realized, and spud's processing, installation can the streamlined, can process the spud according to the girder steel model in advance, and concentrated location, installation after the processing is accomplished saves construction cycle and satisfies the user demand and the practicality is high.
The utility model relates to a further improvement of a vertical rod positioning structure, a through hole is respectively arranged on the clamping end of the base and the clamping piece; the locking assembly penetrates through the through hole and clamps and connects the clamping end of the base and the clamping piece.
The utility model relates to a pole setting location structure's further improvement lies in, locking Assembly is including a bolt and a nut, the bolt is hugged closely the clamping end of base just stretches out the clamping piece is through revolving soon the nut will the clamp of base end with clamping piece fixed connection.
The utility model relates to a pole setting location structure's further improvement lies in, the tip plane after buckling the end and buckling levels.
The utility model relates to a further improvement of a vertical rod positioning structure, wherein the steel beam is I-shaped steel and comprises a lower flange plate arranged opposite to the upper flange plate and a web plate vertically connected to the middle parts of the upper flange plate and the lower flange plate; the bent end is sleeved on the upper flange plate in a clamping mode.
The utility model relates to a further improvement of a vertical rod positioning structure, wherein the steel beam is a channel steel, and comprises a lower flange plate arranged opposite to the upper flange plate and a web plate vertically connected with the end parts of the upper flange plate and the lower flange plate; the end part of the bending end is abutted against the web plate plane of the channel steel.
The utility model relates to a pole setting location structure's further improvement lies in, the spud pile is steel pipe or reinforcing bar.
The utility model relates to a pole setting location structure's further improvement lies in, the base with the clamping piece with the face shape that the girder steel contacted forms the matte in order to increase contact friction.
The utility model relates to a pole setting location structure's further improvement lies in, the base with the clamping piece is the steel sheet.
Drawings
Fig. 1 is a perspective view of a base of a positioning structure for a vertical rod of the present invention;
fig. 2 is a perspective view of a positioning pile of the vertical rod positioning structure of the present invention;
fig. 3 is a perspective view of a positioning structure of the vertical rod of the present invention;
fig. 4 is a cross-sectional view of the working state of the vertical rod positioning structure of the present invention, in which the steel beam is i-shaped steel;
fig. 5 is a cross-sectional view of the working state of the steel beam of the vertical rod positioning structure of the present invention, which is a channel steel;
fig. 6 is a working state perspective view of the vertical rod positioning structure of the present invention;
description of reference numerals:
20. a base; 21. bending the end; 22. positioning the pile; 23. a clamping member; 24. a bolt; 25. a nut; 26. a steel beam.
Detailed Description
The invention will be further explained with reference to the drawings and the specific embodiments.
Referring to fig. 1 to 6, the utility model provides a pole setting location structure, the utility model discloses at the in-process that uses, in building engineering foundation work process, weld reinforcing bar or steel pipe to the I-steel or the channel-section steel of the position of location. The method for direct welding positioning has high precision requirement, and the welding is cut off and re-welded if the welding is not accurate, and the material is wasted because the welding cannot be recycled. The girder steel of encorbelmenting among the scaffold frame of encorbelmenting is drawn for upper portion, easily leads to the upper portion steel part of cantilever beam to be heated even burn during the direct welding, influences girder steel tensile strength easily, causes potential safety hazard scheduling problem. The utility model discloses its principle sets up a location structure, location structure is equipped with a base, base one end forms the end cutting ferrule girder steel of buckling, the other end sets up and presss from both sides solid end, locate the location structure top immediately with the spud pile, the lower part of girder steel is equipped with the clamping piece, the last flange plate of girder steel is hugged closely to the clamping piece, and set up locking Assembly in the clamping end of base and clamping piece junction, locking Assembly passes the end solid end of clamp and clamping piece of base, through buckle end cutting ferrule girder steel and press from both sides solid end and clamping piece and press from both sides tight girder steel, tighten up locking Assembly and fix. The location structure can loosen locking component and slide on the girder steel according to the position of waiting to install the location of pole setting and carry out the adjustment of position, and location structure convenient and fast, labour saving and time saving are dismantled in the installation, and the spud pile is fixed on being suitable for the different girder steels of various specifications, has promoted work efficiency, provides convenience.
Referring to fig. 1, a perspective view of a base of a positioning structure of a vertical rod of the present invention is shown. Referring to fig. 2, showing the positioning pile stereogram of the vertical rod positioning structure of the present invention, referring to fig. 3, showing the stereogram of the vertical rod positioning structure of the present invention, referring to fig. 4, showing the working state cross-sectional view a of the vertical rod positioning structure of the present invention, the following is combined with fig. 1, fig. 2, fig. 3 and fig. 4, and the present invention provides a vertical rod positioning structure for illustration.
As shown in fig. 1, fig. 2, fig. 3 and fig. 4, the positioning structure of the vertical rod of the present invention is disposed on a steel beam 26, the steel beam 26 includes an upper flange plate and a lower flange plate which are parallel to each other, the positioning structure includes a base 20 disposed on the steel beam 26, one end of the base 20 extends out of the steel beam 26 to form a clamping end, the other end of the base 20 forms a bending end 21, the bending end 21 is connected with the steel beam 26 in a cutting and sleeving manner, and the base is movably disposed on the steel beam and plays a role of positioning and supporting for the positioning structure; the positioning pile 22 is vertically arranged on the base 20, and the positioning pile 22 is in plug-in connection with the vertical rod; a clamping member 23 arranged at the lower part of the upper flange plate of the steel beam 26, wherein the clamping member 23 and the base 20 clamp the upper flange plate; and the locking assembly is arranged on the base 20 and the clamping piece 23 and fixedly connects the base 20 and the clamping piece 23 in a clamping manner. The clamping elements 23 are pressed against the corresponding base 20 and clamp and fix the steel beam 26 by tightening the locking assemblies. The locking assemblies are loosened and tightened to act on the corresponding clamping pieces, so that the position of the positioning structure on the steel beam and the positioning position of the positioning pile are adjusted correspondingly.
The utility model discloses a location structure designs location structure on the girder steel, the guide pile is located on the location structure, press from both sides the portable regulation ground of location structure on the bottom reinforcing bar, thereby location structure adjusts the back through locking Assembly and locks the location and guarantee the position of guide pile on the girder steel, and then utilize the fixed of guide pile, to inserting the connection and treating the installation pole setting, it is fixed to have realized the location of pole setting on the floorbar, avoided welding heating upper portion steel local heating or even burn, influence girder steel tensile strength easily, the precision of the location of pole setting has been improved.
As shown in fig. 3, 4 and 5, in an embodiment of the present invention, the base 20 and the clamping member 23 are further provided with a through hole respectively. The locking assembly is inserted into the through hole and clamps the base 20 and the clamping member 23. The locking assembly comprises a bolt 24 and a nut 25, the bolt 24 is tightly attached to the base 20 and extends out of the clamping member 23, and the nut 25 is screwed to adjust the position of the clamping member 23 and fixedly connect the base 20 and the clamping plate 23.
As shown in fig. 4, specifically, the steel beam 26 is an i-steel or a channel steel, a plane of a middle portion of the i-steel or the channel steel is a web, and when the steel beam 26 is the i-steel, the bent end 21 wraps an upper flange plate of the i-steel after being bent and is tightly attached and fixed to form a fixing force. Preferably, the upper flange plate is a top plane, and the bottom is a rim which gradually thickens towards the root of the web. The force applied by the bent ends 21 is balanced against the downward force applied by the base 20 and the clamping members 23 to clamp the steel beam 26.
As shown in fig. 5, in another embodiment of the present invention, when the steel beam 26 is a channel steel, the bent end 21 has a flat end surface and abuts against the web plane of the steel beam 26. Preferably, the bent end is J-shaped. The upper flange plate clamped by the base 20 and the clamping piece 23 is a flange plate part of a steel channel, and the surface of the base 20 and the clamping piece 23, which is contacted with the steel beam 26, forms a rough surface to increase contact friction force, so that the clamping force is increased. The end plane of the bent end 21 abuts against the web plane of the channel to form an abutting force which is balanced against the downward force of the base 20 and the clamping member 23 clamping the channel.
In a specific embodiment of the present invention, the positioning pile 22 is a steel pipe or a steel bar. As shown in fig. 6, the utility model discloses the pole setting adaptation of waiting to install after the setting is accomplished is to inserting the spud pile. Preferably, the uprights to be installed are arranged in the scaffolding.
In one embodiment of the present invention, the base 20 and the clamping member 23 are steel plates. The top and the bottom of the steel beam 26 are planes which play a limiting role on the steel plate, can prevent the positioning structure from rotating on the bottom beam and can adjust the position along the extending direction of the bottom beam.
The utility model discloses an among the concrete implementation mode, the through-hole is two, and establishes respectively on the solid end of clamp and clamping piece relevant position at the base for locking Assembly passes and presss from both sides tightly convenient more accurate.
In a specific embodiment of the present invention, the base is preset, the base is installed first, the steel beam is used as a support of the positioning structure, the steel beam is an i-beam, a bending end is formed along with one end of the base to wrap one side of the upper flange plate of the steel beam, the positioning pile is welded and fixed on the base, the other end of the base extends out of the steel beam to form a clamping end, the bottom of the upper flange plate of the steel beam is provided with a clamping member, the clamping member is tightly attached to the bottom of the upper flange plate and is clamped, the clamping end on the base and the clamping member at the bottom are provided with through holes and correspond in position, a locking assembly is arranged according to the position of the through holes, the position of the positioning structure on the steel beam is locked and determined, the fixing forces at two sides of the steel beam flange plate are respectively fixed by the clamping end; under another kind of embodiment, the girder steel is the channel-section steel, and there is flange board opposite side in channel-section steel top one side for the plane flat mutually with the web, and the tip plane of buckling the end levels and supports and lean on and form to support and lean on the power on the channel-section steel web plane, and location structure opposite side clamping end is formed with clamping power, and the power offsets each other and the spud is to inserting the pole setting of fixed scaffold, makes the scaffold fix on the channel-section steel according to location structure. When the bottom of the upper flange plate is gradually thickened towards the root of the web plate for the edge, the clamping piece inclines along the inclined direction of the bottom of the upper flange plate and approaches towards the clamping end. When the bottom of the upper flange plate is a bottom surface in the horizontal direction, the clamping piece is kept parallel to the clamping end. The positioning structure is sleeved on the steel beam and can adjust the positioning position and be detached according to the positioning requirement, so that the positioning pile is free from welding operation to achieve the purpose of cold contact fixing. The whole process is carried out rapidly, and the positioning pile is positioned rapidly and accurately while cold contact is guaranteed. The engineering quality and efficiency are improved.
The present invention has been described in detail with reference to the embodiments shown in the drawings, and those skilled in the art can make various modifications to the present invention based on the above description. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (9)
1. The utility model provides a pole setting location structure arranges the girder steel in on, the top of girder steel has an upper flange board, its characterized in that, location structure includes:
the base is arranged on the steel beam, one end of the base extends out of the steel beam to form a clamping end, the other end of the base forms a bending end, and the bending end is in limit connection with the top of the steel beam;
the positioning pile is vertically arranged on the base and used for positioning the vertical rod;
the clamping piece is arranged below the upper flange plate and is opposite to the clamping end of the base; and
a locking assembly connected to the clamping end of the base and the clamp, the clamping end of the base and the clamp being clampingly connected to the upper flange plate by the locking assembly.
2. The pole positioning structure of claim 1, wherein the clamping end of the base and the clamping member are respectively provided with a through hole; the locking assembly penetrates through the through hole and clamps and connects the clamping end of the base and the clamping piece.
3. A pole positioning structure as claimed in claim 1 or 2, wherein the locking assembly comprises a bolt and a nut, the bolt is tightly attached to the clamping end of the base and extends out of the clamping member, and the clamping end of the base and the clamping member are fixedly connected by screwing the nut.
4. A positioning structure for vertical rods according to claim 1, wherein the bent ends are flat.
5. The pole positioning structure of claim 1, wherein the steel beam is an i-beam comprising a lower flange plate disposed opposite to the upper flange plate and a web plate vertically connected to the middle of the upper flange plate and the lower flange plate; the bent end is sleeved on the upper flange plate in a clamping mode.
6. The pole positioning structure of claim 1 wherein the steel beam is a channel steel comprising a lower flange plate disposed opposite the upper flange plate and a web connected perpendicularly to the ends of the upper and lower flange plates; the end part of the bending end is abutted against the web plate plane of the channel steel.
7. An upright positioning structure as defined in claim 1, wherein the positioning pile is a steel pipe or a steel bar.
8. A pole positioning structure as claimed in claim 1, wherein the base and the clamping member are roughened on the surface thereof which contacts the steel beam to increase the contact friction.
9. A pole positioning structure as claimed in claim 1, wherein the base and the clamping members are steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020506192.4U CN212388963U (en) | 2020-04-09 | 2020-04-09 | Vertical rod positioning structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020506192.4U CN212388963U (en) | 2020-04-09 | 2020-04-09 | Vertical rod positioning structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212388963U true CN212388963U (en) | 2021-01-22 |
Family
ID=74256668
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020506192.4U Active CN212388963U (en) | 2020-04-09 | 2020-04-09 | Vertical rod positioning structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212388963U (en) |
-
2020
- 2020-04-09 CN CN202020506192.4U patent/CN212388963U/en active Active
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