CN220059028U - Can have enough to meet need independent braced system of post-cast strip - Google Patents
Can have enough to meet need independent braced system of post-cast strip Download PDFInfo
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- CN220059028U CN220059028U CN202321562895.9U CN202321562895U CN220059028U CN 220059028 U CN220059028 U CN 220059028U CN 202321562895 U CN202321562895 U CN 202321562895U CN 220059028 U CN220059028 U CN 220059028U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 189
- 239000010959 steel Substances 0.000 claims abstract description 189
- 230000007306 turnover Effects 0.000 claims abstract description 18
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 13
- 238000000034 method Methods 0.000 abstract description 10
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 238000003466 welding Methods 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 4
- 238000011065 in-situ storage Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000002441 reversible effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
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Abstract
The utility model discloses a turnover post-pouring strip independent supporting structure which comprises a top supporting component, a vertical surface supporting component and a base, wherein the top supporting component penetrates through the middle of the vertical surface supporting component, the base is arranged at the bottom of the vertical surface supporting component, the top supporting component comprises a tray buckle bracket and a steel pipe, the vertical surface supporting component comprises a first steel plate, two oppositely arranged channel steel are fixedly connected below the first steel plate, a third steel plate is arranged at the bottom of the two channel steel plates, a second steel plate is respectively arranged at the middle of two sides of the two channel steel plates, and H-shaped steel is arranged below the third steel plate. The utility model adopts the combination welding of the channel steel, the steel pipe and the steel plate, ensures the construction safety and the stability of a supporting system, increases the turnover property and the high flexibility of the supporting system, adopts the H-shaped steel to increase the safety of the independent supporting system frame body, adds the isosceles right triangle steel plate on the base as the base reinforcing rib, reduces the back-top frame body, and simplifies the construction operation procedure.
Description
Technical Field
The utility model belongs to the technical field of post-cast strip construction, and particularly relates to a turnover post-cast strip independent support system.
Background
The post-cast strip is a concrete strip reserved at corresponding positions of a foundation slab, a wall and a beam according to design or construction specification requirements in order to prevent harmful cracks possibly generated due to uneven self shrinkage or uneven settlement of a cast-in-situ reinforced concrete structure in building construction. The post-sedimentation casting belt is mainly arranged between two buildings or between main skirt buildings or between buildings with larger height difference. When the basement is further arranged below two large buildings or a main skirt building or a building with a large height difference, an independent support system of the post-cast strip is often required to be erected between the top plate and the bottom plate of the basement. At present, a post-pouring belt supporting system mainly comprises a steel pipe frame support and a combined aluminum mould supporting rod support, wherein a traditional steel pipe full frame support is large in steel pipe material usage amount, long in occupied period and large in material cost, and in addition, the traditional steel pipe frame support is large in space occupation range, so that fast-paced alternate construction is not facilitated. At present, cast-in-situ reinforced concrete columns are used as independent supports of post-cast belts, but the construction measures waste reinforced concrete, and a large amount of labor is wasted in later dismantling, so that turnover is not realized.
Disclosure of Invention
In order to solve the problems, the utility model provides a turnover post-pouring strip independent supporting system, which aims to solve the problems that the existing post-pouring strip independent supporting wastes reinforced concrete, a large amount of labor is wasted in later dismantling, and turnover is impossible.
To achieve the above object, the present utility model provides a turnover post-cast strip independent support system comprising:
the top supporting component, facade supporting component and base, the middle part of facade supporting component is worn to locate by top supporting component, its upper end upwards extends along the top of facade supporting component, the base sets up in the bottom of facade supporting component and with facade supporting component fixed connection, wherein top supporting component still includes dish knot frame collet and steel pipe, dish knot frame collet and steel pipe threaded connection, facade supporting component includes first steel sheet, the below fixedly connected with of first steel sheet two channel-sections of setting relatively, the bottom of two channel-sections is provided with the third steel sheet, third steel sheet and channel-section steel fixed connection, the both sides middle part of two channel-sections is provided with the second steel sheet respectively, second steel sheet and channel-section steel fixed connection, the below of third steel sheet is provided with H shaped steel, the both ends of H shaped steel respectively with third steel sheet and base fixed connection.
According to a specific embodiment of the utility model, a reserved hole is formed in the center of the first steel plate, and the size of the reserved hole is matched with the size of the steel pipe.
According to a specific embodiment of the utility model, the base comprises a fourth steel plate and four triangular steel plates, wherein the triangular steel plates are isosceles right-angle steel plates, and right-angle sides of the four triangular steel plates are fixedly connected with four corners of the fourth steel plate respectively.
According to one embodiment of the present utility model, the four triangular steel plates include two 100×100×15mm triangular steel plates and two 50×50×15mm triangular steel plates.
According to one embodiment of the utility model, the fourth steel plate is a 300×300×15mm steel plate.
According to one embodiment of the utility model, the first steel sheet is a 200×130×5mm steel sheet.
According to one embodiment of the utility model, the second steel plate is a 200×200×5mm steel plate.
According to one embodiment of the utility model, the third steel plate is a 200×200×15mm steel plate.
According to one embodiment of the utility model, the channel steel is 12# channel steel, and the length of the channel steel is 1000mm-1500mm.
According to one embodiment of the utility model, the length of the H-section steel is 2000m-2500mm.
Compared with the prior art, the turnover post-pouring strip independent supporting system provided by the utility model adopts the combination welding of the channel steel, the steel pipe and the steel plate, so that the construction safety and the stability of the independent supporting system are ensured, the turnover performance and the height adjustment flexibility of the independent supporting system are improved, in addition, the H-shaped steel is adopted, the web plate can be used as part of stress at the same time, the safety of the independent supporting system frame body is improved, the isosceles right triangle steel plate is added on the base as a base reinforcing rib, the reinforcing bolt is not arranged any more, the top returning frame body is reduced, and the construction operation procedure is simplified.
Drawings
FIG. 1 is a schematic illustration of a turnover post-cast strip independent support architecture provided in accordance with an embodiment of the present utility model.
FIG. 2 is a side view of a disposable post-cast strip independent support system provided in accordance with an embodiment of the present utility model.
Fig. 3 is a schematic view of a first steel plate according to an embodiment of the present utility model.
Fig. 4 is a top view of a channel steel provided in accordance with an embodiment of the present utility model.
Fig. 5 is a schematic view of a top support assembly according to an embodiment of the present utility model.
Fig. 6 is a schematic structural view of a third steel plate according to an embodiment of the present utility model.
Reference numerals:
1-a top support assembly; 2-a first steel plate; 3-channel steel; 4-a second steel plate; 5-a third steel plate; 6-H-shaped steel; 7-triangular steel plates; 8-fourth steel plate;
101-a tray buckle bracket; 102-a steel pipe;
201-reserved hole.
Detailed Description
In order to make the concept and idea of the present utility model more clearly understood by those skilled in the art, the present utility model is described in detail with reference to specific embodiments. It is to be understood that the embodiments presented herein are only a portion of all embodiments that the utility model may have. Those skilled in the art will, after having read the present description, be able to make modifications, alterations, or substitutions to some or all of the embodiments described below, which are also intended to be included within the scope of the present utility model as claimed.
The terms "first," "second," and the like, herein do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The terms "a," "an," and other similar words are not intended to mean that there is only one thing, but rather that the description is directed to only one of the thing, which may have one or more. In this document, the terms "comprise," "include," and other similar words are intended to denote a logical relationship, but not to be construed as implying a spatial structural relationship. For example, "a includes B" is intended to mean that logically B belongs to a, and not that spatially B is located inside a. In addition, the terms "comprising," "including," and other similar terms should be construed as open-ended, rather than closed-ended. For example, "a includes B" is intended to mean that B belongs to a, but B does not necessarily constitute all of a, and a may also include other elements such as C, D, E.
The terms "embodiment," "this embodiment," "an embodiment," "one embodiment," and the like herein do not denote that the descriptions are merely applicable to one particular embodiment, but rather denote that the descriptions are also applicable to one or more other embodiments. It will be appreciated by those skilled in the art that any descriptions of one embodiment herein may be substituted, combined, or otherwise combined with those illustrated in another embodiment or embodiments, and that new embodiments may be substituted, combined, or otherwise combined as would be apparent to one skilled in the art and fall within the scope of the utility model.
Example 1
Additional aspects and advantages of embodiments of the utility model will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of embodiments of the utility model. Referring to fig. 1-6, an embodiment of the present utility model provides a reversible post-cast strip independent support system comprising:
the vertical face support assembly comprises a top support assembly 1, a vertical face support assembly and a base, wherein the top support assembly 1 penetrates through the middle of the vertical face support assembly, the upper end of the top support assembly extends upwards along the top of the vertical face support assembly, the base is arranged at the bottom of the vertical face support assembly and fixedly connected with the vertical face support assembly, the top support assembly 1 further comprises a tray buckling frame base 101 and a steel tube 102, the tray buckling frame base 101 is in threaded connection with the steel tube 102, the tray buckling frame base 101 and the steel tube 102 are in threaded connection to form a stressed member, a top plate of a post-pouring belt is tightly propped up, the vertical face support assembly comprises a first steel plate 2, a reserved hole 201 is formed in the center of the first steel plate 2, and the size of the reserved hole 201 is matched with that of the steel tube 102 so as to enable the steel tube 102 to penetrate through the first steel plate 2. The first steel sheet 2 in the embodiment of the present utility model is a 200×130×5mm steel sheet. Two opposite channel steels 3 are fixedly connected below the first steel plate 2, in the embodiment of the utility model, the channel steels 3 are 12# channel steels, the length of the channel steels is 1000mm-1500mm, the bottoms of the two channel steels 3 are provided with third steel plates 5, the third steel plates 5 are fixedly connected with the channel steels 3, in the embodiment of the utility model, the third steel plates 5 are 200 multiplied by 15mm steel plates, the middle parts of two sides of the two channel steels 3 are respectively provided with a second steel plate 4, the second steel plates 4 are fixedly connected with the channel steels 3, in the embodiment of the utility model, the second steel plates 4 are 200 multiplied by 5mm steel plates, and two ends of H-shaped steel 6,H steel 6 below the third steel plates 5 are respectively fixedly connected with the third steel plates 5 and the base, and the length of the H-shaped steel 6 in the embodiment of the utility model is 2000m-2500mm. The base comprises a fourth steel plate 8 and four triangular steel plates 7, wherein the triangular steel plates 7 are isosceles right-angle steel plates, and right-angle sides of the four triangular steel plates 7 are fixedly connected with four corners of the fourth steel plate 8 respectively. The four triangular steel plates 7 in the embodiment of the present utility model include two triangular steel plates of 100×100×15mm and two triangular steel plates of 50×50×15mm, and the fourth steel plate 8 is a 300×300×15mm steel plate. According to the utility model, the 300X 300mm steel plate is additionally welded at the bottom, so that the stability of the support frame body is ensured on the premise of not influencing the use, and the repair measures in the later dismantling process are avoided. According to the utility model, the third steel plate 5, the channel steel 3, the second steel plate 4 and the H-shaped steel 6 are welded in a combined way, so that the safety of an independent supporting system, the adjustable elevation range and the turnover rate between projects are increased. The turnover post-pouring belt independent support provided by the utility model adopts the H-shaped steel, the channel steel and the special bottom support for the plate buckle frame to be made into the combined steel support to replace the traditional post-pouring belt independent support frame body or post-pouring belt cast-in-situ reinforced concrete support column, and compared with the traditional post-pouring belt construction process which needs a backlog template and a support frame body or reinforced concrete, the turnover post-pouring belt independent support can avoid wasting a large amount of reinforced concrete and save materials. The structure adopts a mode of combining the profile steel support with the special bottom bracket for the plate buckle to form an independent post-pouring belt support system, has the advantages of turnover, independence and simple operability, and is convenient for site construction and operation. The top of the utility model adopts the tray buckle frame bottom bracket to replace the traditional U-shaped mop, thereby reducing the construction procedures of backing up and placing the timber at the top of the back-top support, i.e. simplifying the field operation procedures.
Example 2
The embodiment of the utility model provides a manufacturing method of a turnover post-pouring strip independent support system, which prepares manufacturing materials in advance before manufacturing the independent support system, and comprises the following steps: 200X 130X 5mm of first steel plate 2, 200X 5mm of second steel plate 4, 200X 15mm of third steel plate 5, 300X 15mm of fourth steel plate 8, 100X 15mm of triangular steel plate 7, 50X 15mm of triangular steel plate 7, 1000mm-1500mm long, model 12# channel 3 two, 2000m-2500mm long H-shaped steel 6, outer diameter 61mm steel tube 102 one, the concrete method includes:
step one: the upper end of the H-shaped steel 6 is fully welded with a third steel plate 5 with the length of 200 multiplied by 15mm, the lower end is fully welded with a fourth steel plate 8 with the length of 300 multiplied by 15mm, the center of the welded third steel plate 5 with the length of 200 multiplied by 15mm is welded with a steel pipe 102 with the length of 160mm and the outer diameter of 61mm, the fixed point of a top supporting system is used, and two isosceles right-angle triangular steel plates 7 with the length of 100 multiplied by 15mm and two isosceles right-angle triangular steel plates 7 with the length of 50 multiplied by 15mm are welded around the welded fourth steel plate 8 with the length of 300 multiplied by 15mm and used as bottom reinforcing ribs.
Step two: a round hole with the diameter of 50mm is formed in the center of a second steel plate 4 with the diameter of 200 multiplied by 5mm, and 12# channel steel is fully welded on two sides.
Step three: 2 second steel plates 4 with the thickness of 200 multiplied by 5mm are welded at the middle section of the 12# channel steel.
Step four: and combining the two ends and fully welding to form an independent supporting system.
The field operation method comprises the following steps:
firstly, determining the floor layer height of an engineering post-cast strip, selecting a steel pipe 102 with proper length and a tray buckle bracket 101 with adjustable length according to the layer height of a post-cast strip part, then inserting the steel pipe 102 into a circular hole formed by a third steel plate 5 at the top of an independent support system, and tightly jacking the tray buckle bracket 101 with a ground base top plate through the tray buckle bracket 101 after determining the setting position of the independent post-cast strip, so as to achieve the use function of the independent support system of the post-cast strip.
In summary, the turnover post-pouring strip independent supporting system provided by the utility model adopts the combination welding of the channel steel, the steel pipe and the steel plate, so that the construction safety and the stability of the independent supporting system are ensured, the turnover performance and the height adjustment flexibility of the independent supporting system are improved, in addition, the H-shaped steel is adopted, the web plate can be used as part of stress at the same time, the safety of the independent supporting system frame body is improved, the isosceles right triangle steel plate is added on the base as a base reinforcing rib, the reinforcing bolt is not arranged any more, the returning top frame body is reduced, and the construction operation procedure is simplified.
The concepts, principles and concepts of the utility model have been described above in connection with specific embodiments (including examples and illustrations). It will be appreciated by those skilled in the art that embodiments of the utility model are not limited to the forms set forth above, but that after reading the present document, those skilled in the art can make any possible modifications, substitutions and equivalents to the steps, methods, systems, components of the above embodiments, which are intended to fall within the scope of the utility model, which is defined solely by the claims.
Claims (10)
1. An epicyclic post-cast strip independent support system comprising: the vertical support assembly is arranged in the middle of the vertical support assembly in a penetrating mode, the upper ends of the vertical support assembly extend upwards from the top of the vertical support assembly, the base is arranged at the bottom of the vertical support assembly and fixedly connected with the vertical support assembly, the top support assembly further comprises a tray buckle support and a steel tube, the tray buckle support is in threaded connection with the steel tube, the vertical support assembly comprises a first steel plate, two oppositely arranged channel steel are fixedly connected to the lower portion of the first steel plate, two channel steel plates are arranged at the bottom of the channel steel, the third steel plate is fixedly connected with the channel steel, two second steel plates are respectively arranged at the middle parts of two sides of the channel steel, the second steel plates are fixedly connected with the channel steel, H-shaped steel is arranged below the third steel plates, and two ends of the H-shaped steel are respectively fixedly connected with the third steel plates and the base.
2. The epicyclic post-cast strip independent support system according to claim 1, wherein a reserved hole is provided in the center of said first steel plate, and the size of said reserved hole is adapted to the size of said steel pipe.
3. The turnover post-cast strip independent supporting system according to claim 1, wherein the base comprises a fourth steel plate and four triangular steel plates, the triangular steel plates are isosceles right-angle steel plates, and right-angle sides of the four triangular steel plates are fixedly connected with four corners of the fourth steel plate respectively.
4. The epicyclic post-cast strip independent support system according to claim 3, wherein four said triangular steel plates comprise two 100 x 15mm triangular steel plates and two 50 x 15mm triangular steel plates.
5. The epicyclic post-cast strip independent support system according to claim 3, wherein said fourth steel plate is a 300 x 15mm steel plate.
6. The epicyclic post-cast strip independent support system according to claim 1, wherein said first steel plate is a 200 x 130 x 5mm steel plate.
7. The epicyclic post-cast strip independent support system according to claim 1, wherein said second steel plate is a 200 x 5mm steel plate.
8. The epicyclic post-cast strip independent support system according to claim 1, wherein said third steel plate is a 200 x 15mm steel plate.
9. The epicyclic post-cast strip independent support system according to claim 1, wherein said channel is a 12# channel having a length of 1000mm-1500mm.
10. The epicyclic post-cast strip independent support system according to claim 1, wherein the length of said H-section steel is 2000m-2500mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321562895.9U CN220059028U (en) | 2023-06-19 | 2023-06-19 | Can have enough to meet need independent braced system of post-cast strip |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321562895.9U CN220059028U (en) | 2023-06-19 | 2023-06-19 | Can have enough to meet need independent braced system of post-cast strip |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220059028U true CN220059028U (en) | 2023-11-21 |
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ID=88767409
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321562895.9U Active CN220059028U (en) | 2023-06-19 | 2023-06-19 | Can have enough to meet need independent braced system of post-cast strip |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220059028U (en) |
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2023
- 2023-06-19 CN CN202321562895.9U patent/CN220059028U/en active Active
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