CN218091308U - Mounting structure of core section of thick bamboo and steel construction - Google Patents
Mounting structure of core section of thick bamboo and steel construction Download PDFInfo
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- CN218091308U CN218091308U CN202222492196.3U CN202222492196U CN218091308U CN 218091308 U CN218091308 U CN 218091308U CN 202222492196 U CN202222492196 U CN 202222492196U CN 218091308 U CN218091308 U CN 218091308U
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Abstract
The utility model provides a mounting structure of a core section of thick bamboo and steel construction, including a core section of thick bamboo, floorbar, the steel construction of setting in the core section of thick bamboo outside, the steel construction includes a plurality of settings at the combined frame of core section of thick bamboo periphery wall, connects a plurality of combined frame's connecting piece, combined frame includes two vertical a plurality of montants that set up on the floorbar, connects a plurality of first horizontal poles of the montant that is listed as with and connects a plurality of second horizontal poles that are listed as the montant, two the upper end of montant all is provided with the bearing structure who is used for installing the back timber, and the bearing structure on two montants that correspond the second horizontal pole and connect is provided with a back timber, a plurality of back timbers on the combined frame form the supporting platform to the girder steel, reduce to pass power to core section of thick bamboo fulcrum or node, solve because of core section of thick bamboo concrete age intensity can's unable periphery girder steel beam installation that satisfies, consequently do not need core section of thick bamboo and steel construction of staggering to can carry out more materials and stack at the construction operation face that a plurality of combined frame formed.
Description
Technical Field
The utility model relates to a mounting structure of a core section of thick bamboo and steel construction.
Background
In the face of buildings with complex space structure systems and assembled steel structure systems, the traditional installation method is slightly superior to the traditional installation method in controlling construction cost, construction period and safety, and the installation thought of the traditional construction scheme is as follows: the construction of a core section of thick bamboo structure is carried out earlier, treats that core section of thick bamboo concrete carries out peripheral steel frame installation construction again after satisfying the intensity requirement to lead to a core section of thick bamboo and steel frame construction can't be under construction simultaneously, thereby increase construction period, and the support node between the built-in fitting of a core section of thick bamboo and the steel construction is few and unstable, thereby mechanical utilization on the steel construction is lower, can't carry out the parallel construction of whole layer.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art, the utility model provides a mounting structure of a core section of thick bamboo and steel construction.
For realizing the above-mentioned purpose, the utility model provides a mounting structure of core section of thick bamboo and steel construction, including a core section of thick bamboo, floorbar, the steel construction of setting in the core section of thick bamboo outside, the steel construction includes a plurality of setting at the combined frame of core section of thick bamboo perisporium, connects a plurality of combined frame's connecting piece, combined frame includes two vertical a plurality of montants that set up on the floorbar, connects a plurality of first horizontal poles of the montant of being listed as and connects a plurality of second horizontal poles of being listed as the montant, two the upper end of montant all is provided with the bearing structure who is used for installing the back timber, and the bearing structure on two montants that correspond the second horizontal pole and connect is provided with a back timber, and the length both ends of this back timber set up respectively on the bearing structure of two montants, a plurality of back timbers on the combined frame form the supporting platform to the girder steel.
The utility model has the advantages that: the utility model discloses a set up a plurality of combination frames to and a plurality of montants, first horizontal pole, second horizontal pole constitute support frame body in the combination frame, and the bearing structure that the montant upper end set up and set up the back timber on bearing structure can firmly strong support girder steel, and is a plurality of the back timber forms the supporting platform to the girder steel, increases support node through the combination frame on the floorbar, reduces to core section of thick bamboo fulcrum or node biography power, through transferring the design that converts the combination frame biography power into from traditional core section of thick bamboo, solve because of unable satisfying peripheral steel beam erection of core section of thick bamboo concrete age intensity, consequently do not need core section of thick bamboo and the staggered construction of steel construction, and can carry out more materials at the construction working face that a plurality of combination frames formed and stack, be fit for on-the-spot normal installation's deployment arrangement, reduce the material, the component secondary transports, promote the installation effectiveness.
Further, bearing structure is including connecting the top support at the montant upper end, the back timber is the I shape structure, the width both sides that the top support corresponds the back timber are provided with the spacing groove, the spacing groove restriction back timber slides on its width direction.
Through adopting above-mentioned technical scheme, the top is held in the palm and is installed the back timber of I shape, the back timber includes two parallel horizontal planes and connects the planar vertical plane in both sides, the spacing groove that the top was held in the palm to set up can correspond horizontal plane's width both sides and carry on spacingly to the slip of restriction back timber after the installation, and at the in-process of girder steel at back timber upper end transport, the spacing groove can support the back timber fixedly, prevents falling to one side of back timber.
Further, bearing structure is including connecting the top support in montant upper end, the back timber is I shape structure, and the top support on two montants that correspond first horizontal pole and connect is connected with the loading board, the loading board is vertical to be provided with and is used for restricting the gliding limiting plate of back timber on its width direction.
Through adopting above-mentioned technical scheme, the top holds in the palm the upper end and is provided with the loading board, and the upper portion top of two montants of connecting through the second horizontal pole holds in the palm and can pass through the loading board is connected to improved the stability of montant in the support process, prevented the dislocation between two montants, the limiting plate plays the slip and the supporting role of restriction back timber after the installation.
Furthermore, the combined frame is at least provided with a throwing rod, the throwing rod is obliquely arranged between the supporting structure and the bottom beam, and the throwing rod acts on the combined frame to tightly attach to the outer wall of the core barrel.
Through adopting above-mentioned technical scheme, the throwing pole can play supporting force to the combined frame, supporting force is towards the surface of a core section of thick bamboo, the setting of a core section of thick bamboo is pasted to the drive combined frame of throwing pole, and the effect point of throwing the pole plays the effect that supports combined frame and prevent its lodging in the upper end of combined frame.
Further, the montant corresponds the one end that sets up on the floorbar and is provided with the mounting panel, the floorbar corresponds the mounting panel is provided with the installation space who supplies its installation, the horizontal activity on the floorbar of installation space restriction montant.
Through adopting above-mentioned technical scheme, the montant corresponds the mounting panel that sets up the one end setting on the floorbar, the mounting panel cooperates the horizontal activity on the floorbar of restriction montant with installation space to keep vertical the placing of montant, place on the composite frame at the girder steel and improve the support stability of montant with installation space.
Furthermore, an embedded part is arranged on the outer wall of the core barrel, a threaded hole is formed in the embedded part, connecting plates connected with the embedded part are arranged on the first cross rod and the second cross rod, and the connecting plates are connected with the embedded part through studs matched with the threaded hole.
By adopting the technical scheme, the embedded parts are connected with the connecting plates of the first cross rod and the second cross rod through the studs, the mounting and positioning effects of the steel structure are improved, the relative position between the combined frame and the core barrel is kept, and the placement of the steel beams is improved.
Furthermore, be provided with the link between montant and first horizontal pole, the second horizontal pole, the link is three hole sleeves, three hole sleeves are including vertical hole, horizontal first hole, horizontal second hole, and the axis in vertical hole, first hole, second hole is the vertical relation each other.
By adopting the technical scheme, the connecting strength is improved, and the connecting device has certain capability of changing the direction.
Drawings
Fig. 1 is a schematic perspective view of embodiment 1 of the present invention;
fig. 2 is a schematic perspective view of a combined frame according to embodiment 1 of the present invention;
fig. 3 is a schematic perspective view of a combined frame according to embodiment 2 of the present invention.
Detailed Description
Example 1 the following description of example 1 of the present invention is made with reference to the accompanying drawings: as shown in fig. 1-2, the mounting structure of a core section of thick bamboo and steel construction, including a core section of thick bamboo 1, floorbar 2, the steel construction 3 of setting in a core section of thick bamboo 1 outside, steel construction 3 includes a plurality of combination frame 4, the connecting piece 5 of connecting a plurality of combination frame 4 that set up at a core section of thick bamboo 1 periphery wall, combination frame 4 includes two vertical a plurality of montants 6 that set up on floorbar 2, connects a plurality of first horizontal poles 7 of montant 6 with being listed as and connects a plurality of second horizontal poles 8 of two montants 6, two the upper end of montant 6 all is provided with the bearing structure 9 that is used for installing the back timber, and the bearing structure 9 on two montants 6 that correspond second horizontal pole 8 to connect is provided with a back timber 10, and the length both ends of this back timber 10 set up respectively on the bearing structure 9 of two montants 6, a plurality of back timbers 10 on the combination frame 4 form the supporting platform to girder steel 20.
The combined frame 4 can equally share load in the aspect of the atress, and a plurality of montants 6 and a plurality of first horizontal pole 7, second horizontal pole 8 and bearing structure 9 in the combined frame 4 can increase the support node to with load evenly distributed, thereby improve and bear stability, reduce the strength requirement to core barrel 1. The steel structure 3 is constructed firstly, and then concrete is poured, so that the construction period can be shortened.
The supporting structure 9 is including connecting the top support 11 in montant 6 upper end, back timber 10 is the I shape structure, the width both sides that the top support 11 corresponds back timber 10 are provided with spacing groove 12, spacing groove 12 restriction back timber 10 slides on its width direction.
The combined frame 4 is at least provided with a throwing rod 14, the throwing rod 14 is obliquely arranged between the supporting structure 9 and the bottom beam 2, and the throwing rod 14 acts on the combined frame 4 to be tightly attached to the outer wall of the core barrel 1.
The montant 6 corresponds the one end that sets up on floorbar 2 and is provided with mounting panel 15, floorbar 2 corresponds mounting panel 15 is provided with the installation space 16 that supplies its installation, the horizontal activity on floorbar 2 of installation space 16 restriction montant 6.
An embedded part 17 is arranged on the outer wall of the core barrel 1, a threaded hole is formed in the embedded part 17, connecting plates 18 connected with the embedded part 17 are arranged on the first cross rod 7 and the second cross rod 8, and the connecting plates 18 are connected with the embedded part 17 through studs matched with the threaded hole.
Be provided with the link 19 between montant 6 and first horizontal pole 7, the second horizontal pole 8, link 19 is three hole sleeves, three hole sleeves are including vertical hole, horizontal first hole, horizontal second hole, and the axis in vertical hole, first hole, second hole is the vertical relation each other.
The combined frame 4 further comprises an inclined rod, the vertical rod 6, the first cross rod 7 and the second cross rod 8 form a plurality of square planes perpendicular to the bottom beam 2, and two ends of the inclined rod are respectively arranged at two opposite angles of the square planes.
Example 2 this example differs from example 1 in that: as shown in fig. 3, the supporting structure 9 includes a top support 11 connected to the upper end of the vertical rod 6, the top beam 10 is an i-shaped structure, the top supports 11 on the two vertical rods 6 connected to the corresponding first cross rod 7 are connected to a bearing plate 12, and the bearing plate 12 is vertically provided with a limiting plate 13 for limiting the top beam 10 to slide in the width direction thereof.
The traditional mode is that a core tube 1 is constructed firstly, and after the core tube 1 reaches the design strength, the steel member is hoisted. The core tube 1 and the peripheral steel structure 3 are separately constructed to form a staggered layer of the core tube 1 and the outer frame steel structure 3. Earlier stage process is installation of core section of thick bamboo structure, and the vertical transport machinery rate of utilization is lower, and follow-up 3 installations of steel construction, floor concrete placement, demand in the aspect of the vertical transport is too much, causes whole vertical transport resource distribution inhomogeneous, reduces machinery availability factor.
And the utility model discloses a key line process: core section of thick bamboo structure construction, steel framework installation, correction, building carrier plate are laid, reinforcement, concrete placement, water and electricity pipeline lay can be under construction simultaneously, and reasonable interlude can be done well in the process, and the total contract management can accomplish reasonable distribution with perpendicular haulage machinery, and reasonable interlude can be accomplished to each process. The utility model discloses a mounting structure also is called synchronous equal altitude climbing, and the working face that can solve the construction of girder steel 20 core section of thick bamboo section of climbing in step provides, need not consider the measure of setting up to this position installation working face in the traditional installation.
The utilization rate of the tower crane is higher in the same-layer construction, the working surface is more centralized, reasonable deployment and planning are well done in the early stage, and the work snatching is relatively easy to realize;
the construction of operation face civil engineering and steel construction 3 can be accomplished in advance to the layer construction, and the later stage can insert the construction of electromechanics, curtain in advance, is favorable to completing in advance of whole time limit for a project. The construction period can be effectively reduced.
The above embodiments are only one of the preferred embodiments of the present invention, and the general changes and substitutions performed by those skilled in the art within the technical scope of the present invention are all included in the protection scope of the present invention.
Claims (7)
1. The utility model provides a mounting structure of a core section of thick bamboo and steel construction, includes a core section of thick bamboo, floorbar, sets up the steel construction in the core section of thick bamboo outside, its characterized in that: the steel construction includes a plurality of settings at the combined frame of core section of thick bamboo periphery wall, connects the connecting piece of a plurality of combined frame, combined frame includes that two are listed as a plurality of montants of vertical setting on the floorbar, connect with a plurality of first horizontal poles that are listed as the montant and connect two a plurality of second horizontal poles that are listed as the montant, two the upper end of montant all is provided with the bearing structure who is used for installing the back timber, corresponds bearing structure on two montants that the second horizontal pole is connected and is provided with a back timber, and the length both ends of this back timber set up respectively on the bearing structure of two montants, a plurality of back timbers on the combined frame form the supporting platform to the girder steel.
2. The core tube and steel structure mounting structure according to claim 1, wherein: the supporting structure comprises a top support connected to the upper end of the vertical rod, the top beam is of an I-shaped structure, limiting grooves are formed in two sides of the width of the top support corresponding to the top beam, and the limiting grooves limit the top beam to slide in the width direction of the top beam.
3. The core tube and steel structure mounting structure according to claim 1, wherein: the supporting structure comprises a top support connected to the upper end of a vertical rod, the top beam is of an I-shaped structure, the top support on two vertical rods connected with a first cross rod is connected with a bearing plate, and the bearing plate is vertically provided with a limiting plate used for limiting the top beam to slide in the width direction of the bearing plate.
4. The core barrel and steel structure mounting structure according to claim 2 or 3, wherein: the combined frame is at least provided with a throwing rod, the throwing rod is obliquely arranged between the supporting structure and the bottom beam, and the throwing rod acts on the combined frame to be tightly attached to the outer wall of the core barrel.
5. The core barrel and steel structure mounting structure of claim 1, wherein: the montant corresponds the one end of setting on the floorbar and is provided with the mounting panel, the floorbar corresponds the mounting panel is provided with the installation space who supplies its installation, the horizontal activity on the floorbar of installation space restriction montant.
6. The structure for mounting a core tube and a steel structure according to claim 3, wherein: the embedded part is arranged on the outer wall of the core barrel, threaded holes are formed in the embedded part, connecting plates connected with the embedded part are arranged on the first cross rod and the second cross rod, and the connecting plates are connected with the embedded part through studs matched with the threaded holes.
7. The core tube and steel structure mounting structure according to claim 1, wherein: the connecting joint is arranged between the vertical rod and the first cross rod as well as between the vertical rod and the second cross rod, the connecting joint is a three-hole sleeve, the three-hole sleeve comprises a longitudinal hole, a transverse first hole and a transverse second hole, and the axes of the longitudinal hole, the transverse first hole and the transverse second hole are mutually in a vertical relation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222492196.3U CN218091308U (en) | 2022-09-20 | 2022-09-20 | Mounting structure of core section of thick bamboo and steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222492196.3U CN218091308U (en) | 2022-09-20 | 2022-09-20 | Mounting structure of core section of thick bamboo and steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218091308U true CN218091308U (en) | 2022-12-20 |
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ID=84453486
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222492196.3U Active CN218091308U (en) | 2022-09-20 | 2022-09-20 | Mounting structure of core section of thick bamboo and steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218091308U (en) |
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2022
- 2022-09-20 CN CN202222492196.3U patent/CN218091308U/en active Active
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