CN211736319U - Novel scaffold base encorbelments - Google Patents
Novel scaffold base encorbelments Download PDFInfo
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- CN211736319U CN211736319U CN202020052699.7U CN202020052699U CN211736319U CN 211736319 U CN211736319 U CN 211736319U CN 202020052699 U CN202020052699 U CN 202020052699U CN 211736319 U CN211736319 U CN 211736319U
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- steel
- overhanging
- connecting piece
- scaffold
- shaped
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 49
- 239000010959 steel Substances 0.000 claims abstract description 49
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000003466 welding Methods 0.000 abstract description 15
- 238000009434 installation Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
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Abstract
The utility model discloses a novel overhanging scaffold base, which comprises a base body; the plurality of overhanging I-shaped steels are fixedly connected with the seat body and are horizontally distributed along the seat body; the connecting pieces correspond to the overhanging I-shaped steel one by one; the connecting piece is arranged on each cantilever I-shaped steel; the connecting piece comprises two joint spare that the structure is the same, and two joint spare are invertd from top to bottom, top contact and the two can rotate relatively, a joint spare can with the I-steel joint of encorbelmenting, another joint spare be used for with the scaffold frame on horizontal I-steel joint. The utility model discloses a connecting piece on the I-steel of encorbelmenting can realize fast with the installation of horizontal I-steel, joint spare in the connecting piece can rotate relatively to the I-steel of encorbelmenting of different angles and horizontal I-steel have been made things convenient for. After the connecting piece is fixed with the I-steel, high-altitude welding is not needed, and then the phenomenon of welding missing or infirm welding is avoided, so that the scaffold is firmer and more reliable, and potential safety hazards are avoided.
Description
Technical Field
The utility model relates to a construction tool field, concretely relates to scaffold frame base shaped steel connecting piece encorbelments.
Background
The overhanging scaffold consists of a base and a scaffold fixed on the base, wherein the base comprises overhanging I-beams and other distributed I-beams of which the upper parts are used for fixing the scaffold upright rod, during construction, the overhanging I-beams and the transverse I-beams are fixed in a welding mode, more workers are consumed during installation and dismantling, more overhead welding operation time is prolonged, and greater safety risks exist. In the construction process, a plurality of welders are found to have the phenomena of missing welding or infirm welding in order to save time, the connection between the cantilever I-steel and the transverse I-steel after welding is infirm, potential safety hazards are easily caused, and the whole cantilever scaffold support system is greatly influenced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a firm stable, be convenient for realize fixed mounting's scaffold pedestal shaped steel connecting piece of encorbelmenting between the I-steel.
In order to achieve the above object, the present invention provides the following technical solutions:
a novel scaffold pedestal of encorbelmenting, it includes:
the base body is a concrete beam or a shear wall;
the plurality of overhanging I-shaped steels are fixedly connected with the seat body and are horizontally distributed along the seat body;
the connecting pieces correspond to the overhanging I-shaped steel one by one; the connecting piece can be arranged on each overhanging I-shaped steel;
the connecting piece comprises two joint spare that the structure is the same, and two joint spare are invertd from top to bottom, top contact and the two can rotate relatively, a joint spare can with the I-steel joint of encorbelmenting, another joint spare be used for with the scaffold frame on horizontal I-steel joint.
Preferably, the clamping piece is of a hollow structure, and an opening is formed in one end of the clamping piece.
Preferably, the clamping piece is T-shaped, the transverse part is the upper end, and the end head of the vertical part is provided with an opening; the top ends of the transverse parts of two clamping pieces in a connecting piece are contacted.
Preferably, a first bolt penetrates through the middle position of the top ends of the transverse parts of the two clamping pieces in one connecting piece, and the relative rotation of the two clamping pieces is realized through the first bolt.
Preferably, at least one second bolt penetrates through an opening of the vertical part of the T-shaped clamping piece, and the second bolt is used for fastening the connecting piece and the I-shaped steel.
Preferably, the length of the middle transverse part of the T-shaped clamping piece is larger than the width of the flange of the I-shaped steel.
The utility model provides a novel scaffold frame base of encorbelmenting, its connecting piece through encorbelmenting on the I-steel can realize fast with the installation of horizontal I-steel, joint spare in the connecting piece can rotate relatively to the I-steel of encorbelmenting of different angles and horizontal I-steel have been made things convenient for. After the connecting piece is fixed with the I-steel, high-altitude welding is not needed, and then the phenomenon of welding missing or infirm welding is avoided, so that the scaffold is firmer and more reliable, and potential safety hazards are avoided.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present invention, and other drawings can be obtained by those skilled in the art according to these drawings.
Fig. 1 is a perspective view of a novel overhanging scaffold base provided by an embodiment of the present invention;
fig. 2 is a dimension diagram of a connecting member in a base of the novel overhanging scaffold provided by the embodiment of the invention;
fig. 3 is a perspective view of a connecting member in the base of the novel overhanging scaffold provided by the embodiment of the present invention;
fig. 4 is a perspective view of a clamping member in the base of the novel cantilever scaffold provided by the embodiment of the present invention;
fig. 5 is a partial view of a connecting member in a base of a novel cantilever scaffold according to an embodiment of the present invention;
fig. 6 is a partial view of a connecting piece in the base of the novel overhanging scaffold provided by the embodiment of the present invention.
Description of reference numerals:
1. a seat (concrete beam or shear wall); 2. overhanging I-shaped steel; 3. a connecting member; 301. a clamping piece; 301a, an opening; 4. transverse I-shaped steel; 5. a first bolt; 6. and a second bolt.
Detailed Description
In order to make the technical solution of the present invention better understood by those skilled in the art, the present invention will be further described in detail with reference to the accompanying drawings.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or terminal that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or terminal. Without further limitation, an element defined by the phrases "comprising … …" or "comprising … …" does not exclude the presence of additional elements in a process, method, article, or terminal that comprises the element. Further, herein, "greater than," "less than," "more than," and the like are understood to exclude the present numbers; the terms "above", "below", "within" and the like are to be understood as including the number.
As shown in fig. 1, a novel overhanging scaffold base comprises a base body 1, a plurality of overhanging i-beams 2 and a plurality of connecting pieces 3. The base body 1 can be a concrete beam or a shear wall, and the plurality of overhanging I-beams 2 are fixedly connected with the base body 1 in a pre-embedded bolt mode and distributed along the base body 1. The connecting pieces 3 correspond to the overhanging I-beams 2 one by one, and the connecting pieces 3 can be arranged on each overhanging I-beam 2.
As shown in fig. 2 and 3, the connecting member 3 is composed of two clamping members 301 with the same structure, the two clamping members 301 are inverted from top to bottom, the tops of the two clamping members are contacted with each other, the two clamping members can rotate relatively, one clamping member 301 can be clamped with the overhanging i-steel 2, and the other clamping member 301 is used for being clamped with the transverse i-steel 4 on the scaffold.
As shown in fig. 4, the clip 301 is a hollow structure, and an opening 301a is formed at one end. Preferably, the clamping piece 301 is T-shaped, the transverse part is the upper end, and the end of the vertical part is an opening 301 a; the top ends of the transverse parts of two clamping pieces 301 in a connecting piece 3 are contacted. The size of T type joint 301 is as shown in FIG. 2, and the steel sheet processing is 5mm for thickness, and the width is 105mm, and fretwork part width is 10 mm.
As shown in fig. 2 and 3, a first bolt 5 penetrates through the middle position of the top ends of the transverse portions of the two clamping members 301 in the connecting member 3, and the first bolt 5 realizes the relative rotation of the two clamping members 301. At least one second bolt 6 penetrates through the opening 301a of the middle part of the T-shaped clamping piece 301, and the second bolt 6 is used for fastening the connecting piece and the I-shaped steel.
As shown in fig. 4, the length of the transverse portion of the T-shaped clip 301 is greater than the width of the flange of the i-steel.
As shown in fig. 1, 5 and 6, one clamping member 301 of the connecting member 3 is clamped with the overhanging i-beam 2, and after the position is fixed, the second bolt 6 is screwed down, so that the clamping member 301 is fixed with the i-beam 2. Make another joint spare 301 in the connecting piece 3 rotate round first bolt 5, then, with this joint spare 301 and I-steel 4 joint, after the rigidity, screw up second bolt 6 for joint spare 301 and I-steel 4 with fixed.
The connecting piece 3 in the embodiment is made of steel plates through processing and welding.
Above-mentioned novel scaffold frame base of encorbelmenting, its connecting piece 3 through encorbelmenting on the I-steel 2 can realize fast with the installation of horizontal I-steel 4, and joint 301 among the connecting piece 3 can rotate relatively to make things convenient for the different angles I-steel 2 of encorbelmenting to be connected with horizontal I-steel 4. After the connecting piece 3 is fixed with the I-shaped steel 4, high-altitude welding is not needed, and then the phenomenon of welding missing or infirm welding is avoided, so that the scaffold is firmer and more reliable, and potential safety hazards cannot be caused.
While certain exemplary embodiments of the present invention have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that the described embodiments may be modified in various different ways without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are illustrative in nature and should not be construed as limiting the scope of the invention.
Claims (6)
1. The utility model provides a novel scaffold pedestal of encorbelmenting which characterized in that includes:
the base body is a concrete beam or a shear wall;
the plurality of overhanging I-shaped steels are fixedly connected with the seat body and are horizontally distributed along the seat body;
the connecting pieces correspond to the overhanging I-shaped steel one by one; the connecting piece can be arranged on each overhanging I-shaped steel;
the connecting piece comprises two joint spare that the structure is the same, and two joint spare are invertd from top to bottom, top contact and the two can rotate relatively, a joint spare can with the I-steel joint of encorbelmenting, another joint spare be used for with the scaffold frame on horizontal I-steel joint.
2. The new cantilever scaffold base of claim 1, wherein the clip is hollow and has an opening at one end.
3. The novel overhanging scaffold base of claim 2, wherein the clamping member is T-shaped, the horizontal part is the upper end, and the end of the vertical part is an opening; the top ends of the transverse parts of two clamping pieces in a connecting piece are contacted.
4. The base of claim 3, wherein a first bolt is inserted through the middle of the top ends of the transverse portions of the two fasteners in the connecting member, and the first bolt is used for realizing the relative rotation of the two fasteners.
5. The novel overhanging scaffold base of claim 3, wherein at least one second bolt is arranged at the opening of the upright part of the T-shaped clamping member in a penetrating manner, and the second bolt is used for fastening the connecting member and the I-shaped steel.
6. The new cantilever scaffold base of claim 3, wherein the length of the middle cross portion of the T-shaped clip is greater than the width of the flange of the I-steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020052699.7U CN211736319U (en) | 2020-01-10 | 2020-01-10 | Novel scaffold base encorbelments |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202020052699.7U CN211736319U (en) | 2020-01-10 | 2020-01-10 | Novel scaffold base encorbelments |
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CN211736319U true CN211736319U (en) | 2020-10-23 |
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CN202020052699.7U Expired - Fee Related CN211736319U (en) | 2020-01-10 | 2020-01-10 | Novel scaffold base encorbelments |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115059284A (en) * | 2022-06-29 | 2022-09-16 | 佛山市新一建筑集团有限公司 | Two-layer I-steel connecting mechanism of overhanging scaffold foundation |
-
2020
- 2020-01-10 CN CN202020052699.7U patent/CN211736319U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115059284A (en) * | 2022-06-29 | 2022-09-16 | 佛山市新一建筑集团有限公司 | Two-layer I-steel connecting mechanism of overhanging scaffold foundation |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201023 Termination date: 20220110 |