CN210369979U - Truss type prefabricated part temporary supporting structure - Google Patents
Truss type prefabricated part temporary supporting structure Download PDFInfo
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- CN210369979U CN210369979U CN201920846795.6U CN201920846795U CN210369979U CN 210369979 U CN210369979 U CN 210369979U CN 201920846795 U CN201920846795 U CN 201920846795U CN 210369979 U CN210369979 U CN 210369979U
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- supporting structure
- truss
- support structure
- prefabricated component
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Abstract
The utility model discloses a truss type prefabricated part temporary supporting structure, which relates to a building structure system, wherein the supporting structure is supported between an upper structural steel beam and a lower structural steel beam and comprises a plurality of groups of trusses, each group of trusses comprises an inner supporting structure, an outer supporting structure and a steel pipe diagonal brace, the inner supporting structure is connected with the outer supporting structure through the steel pipe diagonal brace, and a shelving supporting plate component is arranged on the outer supporting structure; the inner support structure is arranged between the upper structural steel beam and the lower structural steel beam, and the height of the inner support structure can be adjusted to ensure that the inner support structure is fixed between the two structural steel beams; the support structure has the characteristics of convenience in construction and capability of supporting the enclosure type prefabricated part overhanging outside the structure.
Description
Technical Field
The utility model relates to a building structure system, concretely relates to interim bearing structure of truss-like prefabricated component.
Background art:
traditional prefabricated component supports temporarily and adopts the vaulting pole structure of striding the layer to support temporarily more, supports the prefabricated component on second floor promptly on the basis of first layer, and the prefabricated component of second floor structure support third layer builds comparatively loaded down with trivial details, and can only carry out the support in the structural plane, can't play better support to encorbelmenting the envelope type prefabricated component outside the structure.
In view of the above problem, the utility model provides a temporary bearing structure of truss-like prefabricated component, the present case produces from this.
The utility model has the following contents:
the utility model provides an interim bearing structure of truss-like prefabricated component, this bearing structure have the structure build convenient, can support the characteristics of encorbelmenting the exterior-protected prefabricated component outside the structure.
The utility model discloses a realize through following technical scheme:
a truss type prefabricated part temporary supporting structure is supported between upper and lower structural steel beams and comprises a plurality of groups of trusses, wherein each group of trusses comprises an inner supporting structure, an outer supporting structure and a steel pipe inclined strut; the inner supporting structure is arranged between the upper structural steel beam and the lower structural steel beam, and the height of the inner supporting structure can be adjusted, so that the inner supporting structure is fixed between the two structural steel beams.
Further, the height of the inner supporting structure can be adjusted; the inner support structure comprises an inner support column and an inner compression rod; the inner pressing rod is matched with the inner supporting column, the inner pressing rod moves axially relative to the inner supporting column, and the purpose that the inner supporting structure is fixed between two structural steel beams is achieved by adjusting the height of the inner supporting structure.
Further, the inner support column and the inner compression rod are fixedly connected with each other through bolts and nuts.
Further, the height of the outer support structure can be adjusted; the outer support structure comprises an outer support column and an outer pressing rod; the outer compression rod is matched with the outer support column, and the outer compression rod moves axially relative to the outer support column.
Further, the outer supporting column and the outer pressing rod are fixedly connected with each other through bolts and nuts.
Furthermore, a plurality of groups of stabilizer bars are arranged between two adjacent groups of trusses and are used for connecting a plurality of groups of independent trusses.
Furthermore, each group of stabilizer bars comprises a horizontal rod and sleeves connected to two ends of the horizontal rod, and the sleeves are sleeved and fixed on the inner supporting structures on the truss.
The beneficial effects of the utility model reside in that:
1. the construction is convenient: the temporary supporting structure simultaneously utilizes the lower layer of the installed structural steel beam and the structural steel beam on the same layer as a supporting base, and can be quickly installed and disassembled by matching with the telescopic adjusting support rod.
2. Can support and encorbelment the exterior-protected prefabricated component outside the structure: the truss formed by the two groups of steel columns and the inclined struts inside and outside the structure translates the gravity of the supported member into the structure, and the multiple groups of steel columns and the inclined struts can be matched for use to enhance the stability, so that the truss is suitable for temporary support of the outer enclosure prefabricated member with large single-point load.
Drawings
Fig. 1 is a schematic view of an embodiment of the present invention.
Wherein: 1. a truss; 2. an inner support structure; 21. an inner support column; 22. pressing the rod inwards; 3. an outer support structure; 31. an outer support column; 32. an outer compression bar; 4. steel pipe diagonal bracing; 5. shelving a pallet assembly; 6. a stabilizer bar; 61. a horizontal bar; 62. a sleeve; 7. a structural steel beam.
The specific implementation mode is as follows:
the present invention will be further described with reference to the accompanying drawings and the following detailed description.
As shown in fig. 1, a truss 1 type prefabricated part temporary support structure comprises a plurality of groups of trusses 1, wherein each group of trusses 1 comprises an inner support structure 2 and an outer support structure 3, and the inner support structure 2 and the outer support structure 3 are connected through steel pipe diagonal braces 4. The inner support structure 2 is arranged between the upper structural steel beam 7 and the lower structural steel beam 7, and the purpose that the inner support structure 2 is fixed between the two structural steel beams 7 is achieved by adjusting the height of the inner support structure 2.
The outer support structure 3 is provided with a resting pallet assembly 5.
The inner support structure 2 comprises inner support columns 21 and inner compression rods 22; interior compression bar 22 cooperatees with interior support post 21, and interior compression bar 22 can be for interior support post 21 to be axial motion, adjusts interior bearing structure 2's overall height through the axial motion of interior compression bar 22 to make interior bearing structure 2 fix between two structure girder steels 7, when interior bearing structure 2 reached suitable height, through bolt and nut fixed connection interior support post 21 and interior compression bar 22, make no longer take place the displacement between the two.
The outer support structure 3 comprises an outer support column 31 and an outer clamping bar 32; the outer pressing rod 32 is matched with the outer supporting column 31, the outer pressing rod 32 can move axially relative to the outer supporting column 31, the overall height of the outer supporting structure 3 is adjusted through the axial movement of the outer pressing rod 32, so that the shelving supporting plate assembly 5 connected to the outer supporting structure 3 is located at a proper height, and when the outer supporting structure 3 reaches the proper height, the outer supporting column 31 and the outer pressing rod 32 are fixedly connected through bolts and nuts, so that displacement does not occur between the outer supporting structure 3 and the outer supporting column 31.
Be connected with multiunit stabilizer bar 6 between two sets of adjacent trusses 1, connect into a whole with the independent truss 1 of multiunit, strengthen the lateral stability of inner support structure 2 of every truss 1 of group.
Each group of stabilizer bars 6 comprises a horizontal rod 61 and sleeves 62 connected to two ends of the horizontal rod 61, the sleeves 62 are sleeved on the inner support structure 2 on the truss 1, and the sleeves 62 are fixedly connected with the inner support columns 21 on the inner support structure 2.
The gravity borne by the shelving support plate assembly 5 is transmitted through the outer support structure 3, the steel pipe inclined strut 4 and the inner support structure 2, the gravity and the generated bending moment are converted into the pressure of the inner support column 21 of the inner support structure 2, and the pressure is transmitted to the lower-layer structural steel beam 7.
Above is the utility model discloses preferred embodiment the utility model discloses make a plurality of other simple replacements and changes under the design prerequisite, all should regard as belonging to the utility model discloses a protection category.
Claims (7)
1. The utility model provides a interim bearing structure of truss-like prefabricated component, its strut between upper and lower structure girder steel, its characterized in that: the steel pipe inclined strut type truss structure comprises a plurality of groups of trusses, wherein each group of trusses comprises an inner supporting structure, an outer supporting structure and a steel pipe inclined strut, the inner supporting structure is connected with the outer supporting structure through the steel pipe inclined strut, and a laying supporting plate component is arranged on the outer supporting structure; the inner supporting structure is arranged between the upper structural steel beam and the lower structural steel beam, and the height of the inner supporting structure can be adjusted, so that the inner supporting structure is fixed between the two structural steel beams.
2. A truss-like prefabricated component temporary support structure according to claim 1, wherein: the height of the inner support structure can be adjusted; the inner support structure comprises an inner support column and an inner compression rod; the inner pressing rod is matched with the inner supporting column, the inner pressing rod moves axially relative to the inner supporting column, and the purpose that the inner supporting structure is fixed between two structural steel beams is achieved by adjusting the height of the inner supporting structure.
3. A truss-like prefabricated component temporary support structure according to claim 2, wherein: the inner support column and the inner compression rod are fixedly connected with each other through bolts and nuts.
4. A truss-like prefabricated component temporary support structure according to claim 1, wherein: the height of the outer support structure can be adjusted; the outer support structure comprises an outer support column and an outer pressing rod; the outer compression rod is matched with the outer support column, and the outer compression rod moves axially relative to the outer support column.
5. A truss-like prefabricated component temporary support structure according to claim 4, wherein: the outer supporting column and the outer pressing rod are fixedly connected with each other through bolts and nuts.
6. A truss-like prefabricated component temporary support structure according to claim 1, wherein: and a plurality of groups of stabilizer bars are arranged between two adjacent groups of trusses and are used for connecting a plurality of groups of independent trusses.
7. A truss-like prefabricated component temporary support structure according to claim 6, wherein: each group of stabilizer bars comprises a horizontal rod and sleeves connected to two ends of the horizontal rod, and the sleeves are sleeved and fixed on the inner support structures on the truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920846795.6U CN210369979U (en) | 2019-06-05 | 2019-06-05 | Truss type prefabricated part temporary supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920846795.6U CN210369979U (en) | 2019-06-05 | 2019-06-05 | Truss type prefabricated part temporary supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210369979U true CN210369979U (en) | 2020-04-21 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920846795.6U Active CN210369979U (en) | 2019-06-05 | 2019-06-05 | Truss type prefabricated part temporary supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210369979U (en) |
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2019
- 2019-06-05 CN CN201920846795.6U patent/CN210369979U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A temporary support structure of truss prefabricated members Granted publication date: 20200421 License type: Common License Record date: 20230113 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A temporary support structure for truss type prefabricated components Granted publication date: 20200421 License type: Common License Record date: 20230413 |
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| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: A temporary support structure for truss type prefabricated components Granted publication date: 20200421 License type: Common License Record date: 20230421 |
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| EE01 | Entry into force of recordation of patent licensing contract |