CN211037815U - Square column mould fossil fragments reinforcing system structure - Google Patents
Square column mould fossil fragments reinforcing system structure Download PDFInfo
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- CN211037815U CN211037815U CN201921933627.7U CN201921933627U CN211037815U CN 211037815 U CN211037815 U CN 211037815U CN 201921933627 U CN201921933627 U CN 201921933627U CN 211037815 U CN211037815 U CN 211037815U
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Abstract
The utility model discloses a square column mould fossil fragments reinforcing system structure belongs to post mould reinforced structure technical field. The square column formwork keel reinforcing system structure comprises a vertical keel and a column hoop, wherein the column hoop comprises a transverse keel and a connecting piece, and adjacent transverse keels are fixedly connected through the connecting piece. The upper surface and the lower surface of one end of the transverse keel are provided with positioning holes, pin pieces are inserted into the positioning holes, and the pin pieces are attached to the outer surface of the connecting piece; and a first connecting hole is formed in the side surface of the other end of the transverse keel. And one end of the side surface of the connecting piece is provided with a mounting hole, the other end of the side surface of the connecting piece is provided with a second connecting hole, and the second connecting hole and the mounting hole are positioned on the same surface of the connecting piece. The utility model adopts the above structure's square column mould fossil fragments reinforcement system structure, can solve in the square column mould fossil fragments reinforcement system fossil fragments commonality poor, easily cause the idle, extravagant problem of resource, can reduce the material cost in the building, have the advantage that the quality is light, simple structure, simple to operate.
Description
Technical Field
The utility model belongs to the technical field of square column mould reinforced structure technique and specifically relates to a square column mould fossil fragments reinforcing system structure is related to.
Background
In the building construction process, when pouring the stand, need utilize the template to carry out the founding mould earlier, need adopt the column hoop to consolidate it after the founding mould. The existing commonly used template reinforcing column hoop is provided with a hook at one end of a column hoop keel, the other end of the column hoop keel is punched, the end with the hook is hooked at the punching end of the adjacent column hoop keel, and the end with the hook is inserted into a hole by an inserting pin for fixing. However, the column hoop has poor universality, and different models need to be selected according to the specification of the template. And the structure of the column hoop is unstable.
In addition, the keel of the column hoop is made of realized steel plates, so that the weight is heavy, and the material cost is higher; and this kind of column hoop fossil fragments can only be used for the reinforcement system of square column mould, and can not use as the fossil fragments in other places and use, and the commonality is relatively poor, has caused the idle of resource and the waste of material.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a square column mould fossil fragments reinforcing system structure solves the problem that fossil fragments commonality is poor, easily cause the resource idle, extravagant in the square column mould fossil fragments reinforcing system.
In order to achieve the purpose, the utility model provides a square column mould keel reinforcing system structure, which comprises a vertical keel and a column hoop, wherein the vertical keel is fixedly connected with a mould plate, and the column hoop is vertically arranged with the vertical keel; the column hoop comprises transverse keels and connecting pieces, and adjacent transverse keels are fixedly connected through the connecting pieces;
the upper surface and the lower surface of one end of the transverse keel are provided with positioning holes which penetrate through the transverse keel and are used for fixing the connecting piece, plug pin pieces are inserted in the positioning holes and are attached to the outer surface of the connecting piece, a first connecting hole which penetrates through the transverse keel is formed in the side face of the other end of the transverse keel, and the first connecting hole and the positioning hole in the same transverse keel are not in the same surface of the transverse keel;
one end of the side face of the connecting piece is provided with a mounting hole which penetrates through the connecting piece and enables the transverse keel to penetrate through, the other end of the side face of the connecting piece is provided with a second connecting hole which is matched with the first connecting hole and penetrates through the connecting piece, the second connecting hole and the mounting hole are located on the same surface of the connecting piece, and the fixing piece penetrates through the first connecting hole and the second connecting hole to connect the connecting piece with the transverse keel.
Preferably, the vertical keels are steel-wood keels, the transverse keels are rectangular steel pipes, and the connecting pieces are channel steel; the height of the inner surface of the connecting piece is greater than that of the transverse keel.
Preferably, the fixing member is a bolt.
Preferably, the bolt piece is a wedge-shaped block, and the width of the wider end of the bolt piece is greater than the length of the positioning hole.
Preferably, the positioning holes are staggered double-row long-strip holes.
Preferably, the distance between the second connecting hole on the connecting piece and the mounting hole is greater than the width of the vertical keel at the edge of the template where the connecting piece is located.
Preferably, the distance between the second connecting hole and the mounting hole on the connecting piece is greater than the distance from the first connecting hole to one end, close to the first connecting hole, of the transverse keel.
Preferably, the distance between two adjacent transverse keels on the same hoop is 2-5 mm.
A square column mould fossil fragments reinforcement system structure's advantage and positive effect be:
(1) one end of the transverse keel is provided with staggered double-row strip holes, so that the transverse keel can be suitable for square column mould reinforcing systems with different specifications;
(2) the transverse keel is made of hollow rectangular square steel, the connecting piece is made of channel steel, the weight is light, and the material cost can be reduced.
(3) After the square column mould fossil fragments reinforcing system is demolishd, the horizontal fossil fragments of rectangle square steel structure can regard as the roof main joist to use, have improved the utilization ratio and the commonality of horizontal fossil fragments, avoid causing idle, the waste of resource, have also reduced the material purchase composition in the construction.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural view of an embodiment of a square column formwork keel reinforcing system of the present invention;
fig. 2 is a schematic view of a column hoop structure of an embodiment of the reinforcing system for a keel of a square column formwork of the present invention;
fig. 3 is a schematic view of a transverse keel structure of an embodiment of a square column formwork keel reinforcing system of the utility model;
figure 4 is the utility model relates to a connecting piece structural schematic of square column mould fossil fragments reinforcing system structure embodiment.
Reference numerals
1. A vertical keel; 2. a transverse keel; 3. a connecting member; 4. a latch tab; 5. positioning holes; 6. a bolt; 7. a first connecting hole; 8. mounting holes; 9. a second connecting hole; 10. and (5) template.
Detailed Description
Examples
Fig. 1 is the utility model relates to a structural schematic diagram of square column mould fossil fragments reinforcing system structure embodiment, fig. 2 is the utility model relates to a column hoop structural schematic diagram of square column mould fossil fragments reinforcing system structure embodiment, fig. 3 is the utility model relates to a horizontal keel structural schematic diagram of square column mould fossil fragments reinforcing system structure embodiment, fig. 4 is the utility model relates to a connecting piece structural schematic diagram of square column mould fossil fragments reinforcing system structure embodiment. As shown in the figure, a square column mould fossil fragments reinforcing system structure, including vertical fossil fragments 1 and column hoop, adopt traditional mode to carry out fixed connection between vertical fossil fragments 1 and the template 10. The vertical keel 1 is a steel-wood keel, namely a wood block is embedded in the steel pipe. The collar further reinforces the vertical keel 1 and the collar. The column hoop is perpendicular to the vertical keel 1, and the column hoop is uniformly distributed on the vertical keel 1.
The column hoop comprises transverse keels 2 and connecting pieces 3, and the adjacent transverse keels 2 are fixedly connected through the connecting pieces 3. Horizontal fossil fragments 2 are hollow rectangle steel pipe, and the size and the length of 2 cross sections of horizontal fossil fragments can be selected as required, and the horizontal fossil fragments 2 of rectangle steel pipe not only the quality is light, can also be used as top main joist to use after the square column mould reinforcing system is demolishd moreover, and horizontal fossil fragments 2 can reuse, and the commonality is better, can not cause idle, the waste of resource to the material cost of construction has also been reduced. The upper and lower surfaces of one end of the transverse keel 2 are provided with positioning holes 5 for fixing the connecting piece 3, and the positioning holes 5 penetrate through the transverse keel 2. The locating hole 5 is internally inserted with a bolt piece 4, and the side edge of the bolt piece 4 is tightly attached to the outer surface of the connecting piece 3. In the embodiment, the positioning holes 5 are staggered double-row long-strip holes; the bolt piece 4 is a wedge-shaped block, and the width of the wider end of the bolt piece 4 is larger than the length of the positioning hole 5. The positioning hole 5 of the staggered double-row long-strip hole structure is arranged to facilitate the fixation of the connecting piece 3. The length of the staggered double-row strip holes arranged on the transverse keel 2 meets the requirements of templates 10 with different specifications.
A first connecting hole 7 penetrating through the transverse keel 2 is formed in the side face of the other end of the transverse keel 2, and the first connecting hole 7 is a round hole. The connecting hole I7 and the positioning hole 5 which are arranged on the same transverse keel 2 are not on the same surface, namely the connecting hole I7 and the positioning hole 5 are respectively arranged on the upper surface, the lower surface, the left surface and the right surface of the transverse keel 2.
The connecting piece 3 is a channel steel, one end of the side surface of the connecting piece 3 is provided with a square mounting hole 8 which penetrates through the connecting piece 3 and enables the transverse keel 2 to penetrate through, and the size of each side of the mounting hole 8 is 1-3mm larger than the corresponding side of the transverse keel 2. The one end that horizontal fossil fragments 2 were provided with locating hole 5 passes in the mounting hole 8 of connecting piece 3, then adopts latch piece 4 to fix a position connecting piece 3, tightly pushes up horizontal fossil fragments 2 on vertical fossil fragments 1 through latch piece 4 and connecting piece 3. The other end of the side face of the connecting piece 3 is provided with a second connecting hole 9 which is matched with the first connecting hole 7 and penetrates through the connecting piece 3, and the second connecting hole 9 and the mounting hole 8 are located on the same surface of the connecting piece 3. And the bolt 6 passes through the first connecting hole 7 and the second connecting hole 9 to fixedly connect the transverse keel 2 with the connecting piece 3.
The height of the inner surface of the connecting piece 3 is 1-3mm greater than that of the transverse keel 2, so that the channel steel connecting piece 3 is conveniently clamped and sleeved outside the transverse keel 2. The four transverse keels 2 on the same collar are substantially in the same plane.
The distance between two 9 and the mounting hole 8 of connecting hole is greater than the width of the vertical fossil fragments 1 of 10 edges of template at this connecting piece 3 place on the connecting piece 3, can avoid the vertical fossil fragments 1 of template 10 edge when connecting piece 3 passes through bolt 6 fixed connection with horizontal fossil fragments 2 promptly, reserves the installation space of nut, makes things convenient for the installation of bolt 6.
The distance between connecting hole two 9 and the mounting hole 8 on the union piece is greater than the distance that connecting hole one 7 is close to the one end of connecting hole one 7 to horizontal fossil fragments 2, leaves certain distance between two adjacent horizontal fossil fragments 2 that lie in on same column hoop promptly, avoids producing the influence to adjacent fossil fragments because of the release of horizontal fossil fragments 2 internal stress. The distance between two adjacent transverse keels 2 on the same column hoop is 2-5mm, the distance is not easy to be too large, and the deformation caused by the large force borne by the connecting piece 3 is avoided.
Square column mould fossil fragments reinforcing system installation do:
(1) fixing the vertical keel 1 and the template 10 according to the specification and the size, and erecting the template;
(2) after the first transverse keel 2 and the connecting piece 3 are fixed through the bolt 6, one end, provided with the positioning hole 5, of the second transverse keel 2 penetrates through the mounting hole 8 of the connecting piece 3;
(3) after the second transverse keel 2 is fixedly connected with the connecting piece 3 through the bolt 6, one end of the third transverse keel 2, which is provided with the positioning hole 5, penetrates through the mounting hole 8 of the connecting piece 3;
(4) fixedly connecting the third transverse keel 2 with the connecting piece 3 through a bolt 6, and preventing the installed transverse keel 2 from being arranged on the vertical keel 1 through a clamp;
(5) one end of the first transverse keel 2 is sleeved with a connecting piece 3, and the fourth transverse keel 2 is fixed through the connecting pieces 3 at the two ends;
(5) and inserting pin pieces 4 into the positioning holes 5 of the four connecting pieces 3, and tightly knocking by a hammer to ensure that the transverse keel 2 is close to the vertical keel 1.
Therefore, the utility model adopts the above structure's square column mould fossil fragments reinforcement system structure, can solve in the square column mould fossil fragments reinforcement system fossil fragments commonality poor, easily cause the idle, extravagant problem of resource, can reduce the material cost in the building, have the advantage that the quality is light, simple structure, simple to operate.
The above are specific embodiments of the present invention, but the scope of protection of the present invention should not be limited thereto. Any changes or substitutions which can be easily conceived by those skilled in the art within the technical scope of the present invention are covered by the protection scope of the present invention, and therefore, the protection scope of the present invention is subject to the protection scope defined by the claims.
Claims (8)
1. A square column formwork keel reinforcing system structure comprises a vertical keel and a column hoop, wherein the vertical keel is fixedly connected with a formwork, and the column hoop is vertically arranged with the vertical keel; the method is characterized in that: the column hoop comprises transverse keels and connecting pieces, and adjacent transverse keels are fixedly connected through the connecting pieces;
the upper surface and the lower surface of one end of the transverse keel are provided with positioning holes which penetrate through the transverse keel and are used for fixing the connecting piece, plug pin pieces are inserted in the positioning holes and are attached to the outer surface of the connecting piece, a first connecting hole which penetrates through the transverse keel is formed in the side face of the other end of the transverse keel, and the first connecting hole and the positioning hole in the same transverse keel are not in the same surface of the transverse keel;
one end of the side face of the connecting piece is provided with a mounting hole which penetrates through the connecting piece and enables the transverse keel to penetrate through, the other end of the side face of the connecting piece is provided with a second connecting hole which is matched with the first connecting hole and penetrates through the connecting piece, the second connecting hole and the mounting hole are located on the same surface of the connecting piece, and the fixing piece penetrates through the first connecting hole and the second connecting hole to connect the connecting piece with the transverse keel.
2. The square column formwork keel reinforcing system structure of claim 1, wherein: the vertical keel is a steel-wood keel, the transverse keel is a rectangular steel pipe, and the connecting piece is a channel steel; the height of the inner surface of the connecting piece is greater than that of the transverse keel.
3. The square column formwork keel reinforcing system structure of claim 1, wherein: the fixing piece is a bolt.
4. The square column formwork keel reinforcing system structure of claim 1, wherein: the bolt piece is a wedge-shaped block, and the width of the wider end of the bolt piece is larger than the length of the positioning hole.
5. The square column formwork keel reinforcing system structure of claim 1, wherein: the positioning holes are staggered double-row long holes.
6. The square column formwork keel reinforcing system structure of claim 1, wherein: and the distance between the second connecting hole on the connecting piece and the mounting hole is greater than the width of the vertical keel at the edge of the template where the connecting piece is positioned.
7. The square column formwork keel reinforcing system structure of claim 1, wherein: and the distance between the second connecting hole and the mounting hole on the connecting piece is greater than the distance from the first connecting hole to one end, close to the first connecting hole, of the transverse keel.
8. The square column formwork keel reinforcing system structure of claim 1, wherein: the distance between two adjacent transverse keels on the same column hoop is 2-5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921933627.7U CN211037815U (en) | 2019-11-11 | 2019-11-11 | Square column mould fossil fragments reinforcing system structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921933627.7U CN211037815U (en) | 2019-11-11 | 2019-11-11 | Square column mould fossil fragments reinforcing system structure |
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| Publication Number | Publication Date |
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| CN211037815U true CN211037815U (en) | 2020-07-17 |
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| CN201921933627.7U Active CN211037815U (en) | 2019-11-11 | 2019-11-11 | Square column mould fossil fragments reinforcing system structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012663A (en) * | 2022-06-29 | 2022-09-06 | 中冶天工集团有限公司 | Grouting plugging piece and plugging device for prefabricated column root and construction method of grouting plugging piece and plugging device |
-
2019
- 2019-11-11 CN CN201921933627.7U patent/CN211037815U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115012663A (en) * | 2022-06-29 | 2022-09-06 | 中冶天工集团有限公司 | Grouting plugging piece and plugging device for prefabricated column root and construction method of grouting plugging piece and plugging device |
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