CN204266374U - For the steel pipe of building steel tube Combined concrete system - Google Patents
For the steel pipe of building steel tube Combined concrete system Download PDFInfo
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- CN204266374U CN204266374U CN201420690853.8U CN201420690853U CN204266374U CN 204266374 U CN204266374 U CN 204266374U CN 201420690853 U CN201420690853 U CN 201420690853U CN 204266374 U CN204266374 U CN 204266374U
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- steel pipe
- building
- steel
- tube combined
- tie beam
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Abstract
The utility model discloses a kind of steel pipe for building steel tube Combined concrete system, wherein concrete filled steel tube combined system is formed for being built by laying bricks or stones by building block, collar tie beam shell and steel pipe, building block and collar tie beam shell are provided with vertical through jack, and steel pipe to be plugged in jack and all fluid concrete sizings in steel pipe in length and breadth.Especially, the design height of building is greater than the steel pipe length as column, upper and lower two steel pipe joints are provided with the connection auxiliary of axial hollow, and the building block of corresponding joint, collar tie beam shell, steel pipe and connection auxiliary are provided with the through perforation of side direction, some indented barss are connected in perforation fixes building block, collar tie beam shell, steel pipe and connection auxiliary.The technical scheme of application the utility model steel pipe connected structure, provides the convenience of steel pipe continued access in concrete filled steel tube combined system, and effectively maintains the soundness of linking, improve building efficiency.
Description
Technical field
The present invention relates to a kind of house architectural structure, particularly relate to a kind of steel pipe for building steel tube Combined concrete system.
Background technology
At present, it is brick mix structure that conventional multilayer, the construction method of high-story house comprise following three kinds: the first substantially, its construction method is for pouring into a mould collar tie beam, floor face when first floor height built by wall brick, and then then up lay bricks, until another floor is high, then pour into a mould collar tie beam, floor face, with this repeatedly, until architectural design height, the method is suitable for the building of about 8 layers Lou Gao, the relatively inexpensive but shock resistance extreme difference of its construction.Second is frame construction, its construction method is structure column and collar tie beam, the floor face on house foundation, first laying first floor reinforcing bar by designing requirement and support house with pouring template, then repeat to continue upwards to build by laying bricks or stones till design height, again by front method successively filled wall in framework, not only the construction wall that the method is built do not share building load on the contrary frame construction to seem burden, cost is higher, anti seismic efficiency is not good yet.3rd is according to every layer of wide, high prefabricated large wallboard of house wall, even first surround frame by individual layer height, successively lift on house foundation, every interlayer bar connecting point concentrates on same plane and connects, can not combine good after casting concrete like the steel concrete integrally watering manufacture, unfavorable antidetonation, be also unfavorable for manufacturing self-heat conserving cavity, and heavy Over-size transport, lifting all need many power consumptions, how expensive.
For the shortcoming that these conventional construction method exist; industry technician all proposes Curve guide impeller more or less to the block-type of building block, material and building method; as publication number: the open application for a patent for invention etc. of CN 101413300A; but numerous technological improvement is had in mind too narrow; the antidetonation of building integral, material are fallen heavily, builds convenience by laying bricks or stones, building costs optimization does not propose constructive total solution; be difficult to apply; the demand of modernization, scale building cannot be met, be also unfavorable for the formulation of building standard.
Summary of the invention
In view of the defect that above-mentioned prior art exists, the object of the invention is to propose a kind of steel pipe for building steel tube Combined concrete system, solve the problem of the convenient continued access of steel pipe in concrete filled steel tube combined system.
Above-mentioned purpose of the present invention, its technical solution is, for the steel pipe of building steel tube Combined concrete system, described concrete filled steel tube combined system is by building block, formation built by laying bricks or stones by collar tie beam shell and steel pipe, described building block and collar tie beam shell are provided with vertical through jack, described steel pipe to be plugged in jack and all fluid concrete sizings in steel pipe in length and breadth, it is characterized in that: the design height of described building is greater than the steel pipe length as column, on, lower two steel pipe joints are provided with the connection auxiliary of axial hollow, and the building block of corresponding joint, collar tie beam shell, steel pipe be connected auxiliary and be provided with the through perforation of side direction, some indented barss are connected in perforation and fix building block, collar tie beam shell, steel pipe be connected auxiliary.
Further, described connection auxiliary is steel pipe socket, and the external diameter of the internal diameter of steel pipe socket and steel pipe matches, and upside steel pipe is connected to steel pipe socket inner position, and upside steel pipe to be plugged in steel pipe socket and to abut with downside steel pipe.
Further, described connection auxiliary is steel pipe shuttle, and the external diameter of steel pipe shuttle and the internal diameter of steel pipe match, and steel pipe shuttle hypomere arranges external screw thread, and described steel pipe top is provided with the internal thread mating with external screw thread and be spirally connected, and upside steel pipe socket is connected to steel pipe shuttle epimere.
Further, described connection auxiliary is steel steel pipe bolt, described steel pipe bolt stage casing be external diameter be greater than pipe diameter cylinder and relatively the upper and lower both sides in stage casing be respectively equipped with the hitching post body that external diameter and pipe diameter match.
Further, the hitching post surface on the downside of described steel pipe bolt arranges external screw thread, and described steel pipe top is provided with the internal thread mating with external screw thread and be spirally connected.
Apply the technical scheme of steel pipe connected structure of the present invention, provide the convenience of steel pipe continued access in concrete filled steel tube combined system, and effectively maintain the soundness of linking, improve building efficiency.
Accompanying drawing explanation
Fig. 1 is the embodiment outside drawing that the present invention builds inner side body of wall.
Fig. 2 is the enlarged diagram of part A structure in Fig. 1.
Fig. 3 is the structure sectional view of B-B line in Fig. 2.
Fig. 4 is the enlarged diagram at another visual angle of part B structure in Fig. 1.
Fig. 5 is the STRUCTURE DECOMPOSITION figure that in concrete filled steel tube combined system of the present invention, light pipe connects a kind of embodiment.
Fig. 6 is the schematic appearance after Fig. 5 assembles.
Fig. 7 is the STRUCTURE DECOMPOSITION figure that in concrete filled steel tube combined system of the present invention, light pipe connects another kind of embodiment.
Fig. 8 is the structural representation after Fig. 7 assembles.
Detailed description of the invention
Below just accompanying drawing in conjunction with the embodiments, is described in further detail the specific embodiment of the present invention, is easier to understand, grasp to make technical solution of the present invention.
As shown in Figures 1 to 4, continued access steel pipe is piecemeal needed when being applied to highrise building, upper and lower two steel pipe joints are provided with the connection auxiliary of axial hollow, and the building block of corresponding joint, collar tie beam shell, steel pipe and connection auxiliary are provided with the through perforation of side direction, some indented barss are connected in perforation fixes building block, collar tie beam shell, steel pipe and connection auxiliary.As the one that connection auxiliary can be in steel pipe socket, steel pipe shuttle and steel pipe bolt.Respectively: the internal diameter of steel pipe socket 73 and the external diameter of steel pipe match (embodiment illustrated in fig. 8).
As shown in Figure 5 and Figure 6, that in this embodiment, the connection of two steel pipes is selected is steel pipe shuttle 73a, and the external diameter of this steel pipe shuttle and the internal diameter of steel pipe match.As shown in the figure, this steel pipe shuttle also can be divided into two sections, and hypomere appearance is set to external screw thread 732a.Correspondingly, the steel pipe 7a top internal face in the present embodiment is provided with corresponding internal thread 74a, and steel pipe two ends are respectively equipped with through perforation 72, and similarly, steel pipe shuttle is also provided with the perforation 731a corresponding with punch position set by steel pipe, pore size.On the steel pipe 7a of the present embodiment and the basis of steel pipe shuttle 73a, the process of this steel pipe continued access is top steel pipe shuttle being threaded io downside steel pipe, and the contraposition that makes to bore a hole accordingly is through, and upside steel pipe socket is connected on steel pipe shuttle epimere and complete perforation contraposition simultaneously, then cross-under indented bars 6 and reinforcing bar linking bond 61 realize steel pipe length to positioning locking.Wherein indented bars 6 can as the support section of collar tie beam, as long as generally indented bars 6 quantity enough can meet requirement of strength, and if grafting reinforcing bar linking bond 61, then can strengthen structural strength further.Supplementary notes, this embodiment illustrated may be used for building T-shaped cylinder.In like manner, steel pipe shuttle can length to being set to full external screw thread, and being rotated further of arranging that bearing pin is connected with spacing steel pipe at certain position, also can realize the steel pipe continued access of above-described embodiment.
As shown in Figure 7 and Figure 8, that in this embodiment, the connection of two steel pipes is selected is steel pipe bolt 73b, this steel pipe bolt stage casing be external diameter be greater than steel pipe 7b internal diameter cylinder 732b and relatively the upper and lower both sides in stage casing be respectively equipped with the hitching post body (mark) that external diameter and pipe diameter match.The same embodiment, this steel pipe 7b is also provided with perforation 72, and steel pipe bolt 73b is also provided with the position perforation 731b corresponding with pore size.On the steel pipe 7b of the present embodiment and the basis of steel pipe bolt 73b, the process of this steel pipe continued access supports cylinder 732b for first steel pipe bolt being plugged to steel pipe top, downside, and the contraposition that makes to bore a hole accordingly is through, and upside steel pipe is also socketed in steel pipe bolt epimere hitching post body and complete perforation contraposition simultaneously, then cross-under indented bars 6 and reinforcing bar linking bond 61 realize steel pipe length to positioning locking.This embodiment can be used for facing body of wall directly, and relatively previous embodiment can clipped indented bars.
Except above-mentioned fastener for connection embodiment, the embodiment of the form that upper strata steel pipe can also be adopted to successively decrease relative to lower floor's light pipe diameter successively nested location, building operation convenience by laying bricks or stones will improve greatly.
As shown in Figure 6 and Figure 8, inside the building of Fig. 1 in body of wall in the two-part schematic appearance of A, B, what inside this, body of wall adopted is the building block of form described in embodiment two and the linking of steel pipe adopts steel pipe socket to realize.The concrete structure at special its collar tie beam shell (as a kind of special building block 2) place is: the joining place of corresponding steel pipe while of building bearing cylinder place, then this place's collar tie beam shell is provided with the through perforation of side direction, and steel pipe 7 and the steel pipe socket 73 of relevant position are also provided with perforation 72.Completing that collar tie beam shell is built by laying bricks or stones, steel pipe socket is implanted, after steel pipe grafting, can adopt in side direction grafting indented bars 6 and reinforcing bar linking bond 61 those parts through playing booster action, realize collar tie beam shell, steel pipe socket, the location of two-layer steel pipe on building height direction that be connected mutually thus.As shown in Figure 7, upper strata collar tie beam shell 2a builds up and down mutually with lower floor collar tie beam shell 2b, connect in the steel pipe socket 73 that steel pipe is then set in jack wherein, and when in steel pipe by fluid concrete 8 after, will by excessive to whole collar tie beam shell inner chamber, cladding reinforcing steel bar from perforation, the final shaping becomes the collar tie beam of height degree of combining closely and cylinder two builds primary structure greatly.
Apply the technical scheme of steel pipe connected structure of the present invention, provide the convenience of steel pipe continued access in concrete filled steel tube combined system, and effectively maintain the soundness of linking, improve building efficiency.
Except the above-mentioned embodiment exemplified, the present invention still has numerous embodiments, all employing equivalents or equivalent transformation and all technical schemes formed, and all drops within protection scope of the present invention.
Claims (5)
1. for the steel pipe of building steel tube Combined concrete system, described concrete filled steel tube combined system is by building block, formation built by laying bricks or stones by collar tie beam shell and steel pipe, described building block and collar tie beam shell are provided with vertical through jack, described steel pipe to be plugged in jack and all fluid concrete sizings in steel pipe in length and breadth, it is characterized in that: the design height of described building is greater than the steel pipe length as column, on, lower two steel pipe joints are provided with the connection auxiliary of axial hollow, and the building block of corresponding joint, collar tie beam shell, steel pipe be connected auxiliary and be provided with the through perforation of side direction, some indented barss are connected in perforation and fix building block, collar tie beam shell, steel pipe be connected auxiliary.
2. according to claim 1 for the steel pipe of building steel tube Combined concrete system, it is characterized in that: described connection auxiliary is steel pipe socket, and the external diameter of the internal diameter of steel pipe socket and steel pipe matches, upside steel pipe is connected to steel pipe socket inner position, and upside steel pipe to be plugged in steel pipe socket and to abut with downside steel pipe.
3. according to claim 1 for the steel pipe of building steel tube Combined concrete system, it is characterized in that: described connection auxiliary is steel pipe shuttle, the external diameter of steel pipe shuttle and the internal diameter of steel pipe match, and steel pipe shuttle hypomere arranges external screw thread, described steel pipe top is provided with the internal thread mating with external screw thread and be spirally connected, and upside steel pipe socket is connected to steel pipe shuttle epimere.
4. according to claim 1 for the steel pipe of building steel tube Combined concrete system, it is characterized in that: described connection auxiliary is steel steel pipe bolt, described steel pipe bolt stage casing be external diameter be greater than pipe diameter cylinder and relatively the upper and lower both sides in stage casing be respectively equipped with the hitching post body that external diameter and pipe diameter match.
5. according to claim 4 for the steel pipe of building steel tube Combined concrete system, it is characterized in that: the hitching post surface on the downside of described steel pipe bolt arranges external screw thread, and described steel pipe top is provided with the internal thread mating with external screw thread and be spirally connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420690853.8U CN204266374U (en) | 2014-11-18 | 2014-11-18 | For the steel pipe of building steel tube Combined concrete system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420690853.8U CN204266374U (en) | 2014-11-18 | 2014-11-18 | For the steel pipe of building steel tube Combined concrete system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266374U true CN204266374U (en) | 2015-04-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420690853.8U Expired - Fee Related CN204266374U (en) | 2014-11-18 | 2014-11-18 | For the steel pipe of building steel tube Combined concrete system |
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| Country | Link |
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| CN (1) | CN204266374U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643389A (en) * | 2018-04-28 | 2018-10-12 | 苏州市世好建材新技术工程有限公司 | A kind of building block wall |
-
2014
- 2014-11-18 CN CN201420690853.8U patent/CN204266374U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643389A (en) * | 2018-04-28 | 2018-10-12 | 苏州市世好建材新技术工程有限公司 | A kind of building block wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20150415 Termination date: 20171118 |