CN105113629A - Low-rise concrete special-shaped column prefabricated type structure - Google Patents
Low-rise concrete special-shaped column prefabricated type structure Download PDFInfo
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- CN105113629A CN105113629A CN201510584359.2A CN201510584359A CN105113629A CN 105113629 A CN105113629 A CN 105113629A CN 201510584359 A CN201510584359 A CN 201510584359A CN 105113629 A CN105113629 A CN 105113629A
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Abstract
The invention relates to a low-rise concrete special-shaped column prefabricated type structure which comprises prefabricated special-shaped columns, prefabricated rectangular beams, prefabricated middle nodes and prefabricated wall boards. The prefabricated special-shaped columns and the rectangular beams are connected into a frame through the middle nodes. The prefabricated wall boards are installed in the frame formed by the prefabricated special-shaped columns and the rectangular beams. Column limbs of the prefabricated special-shaped columns have the same thickness as the prefabricated wall boards and are shorter than the prefabricated wall boards. The prefabricated middle nodes have the same shape as the prefabricated special-shaped columns connected with the prefabricated middle nodes, and connecting structures for the prefabricated special-shaped columns and the prefabricated rectangular beams are arranged at the ends of the prefabricated middle nodes. Protruding edges are arranged on the peripheries of the prefabricated wall boards respectively. The prefabricated wall boards are connected with the rectangular beams through U-shaped clamping pieces arranged at intervals. The interior of the structure is attractive and neat, the space effective utilization rate is greatly increased, the prefabricated type structure is uniform in planning, construction is convenient and rapid, good indoor life quality can be ensured, and the structure can be widely applied to rural low-rise building structures.
Description
Technical field
The present invention relates to a kind of architecture structure form, particularly relate to a kind of low-rise concrete hetermorphiscal column fabricated construction.
Background technology
At present in China rural area, peasant build house is without scientific and reasonable planning and structure design, and form of structure plane figure is irregular, and shock resistance is poor, once natural calamity occurs, often becomes the severely afflicated area of disaster.In addition, and unreasonable due to building structure, after house is built up, wallboard sound-insulation and heat-insulation is poor, easily produces cold-heat bridge.And existing traditional mode of construction inefficiency, cause a large amount of materials and manpower waste, pollute natural environment.
Therefore, need to find a kind of new structure, its good structural performance of building structure can be guaranteed, can efficiency of construction be improved again, and guarantee the quality of the life after moving in.The anti-seismic performance that frame construction is good, become the common structure form in building structure, but generally, frame construction is applied in multi-rise building structure usually, Given this, the application, on the basis of using for reference available frame structure, is generally the actual demand of low layer in conjunction with rustic home, the creative form of structure proposing a kind of applicable rural area low layer.
Summary of the invention
The object of this invention is to provide a kind of low-rise concrete hetermorphiscal column fabricated construction, what solve is that the building structure plane figure in existing rural area is unreasonable, builds up the technical problem of rear house comfort level difference.
For achieving the above object, the present invention adopts following technical scheme:
Low-rise concrete hetermorphiscal column fabricated construction, comprise prefabricated hetermorphiscal column, prefabricated rectangle beam, prefabricated interior joint and prefabricated panel, described prefabricated hetermorphiscal column and described prefabricated rectangle beam are connected to form framework by described prefabricated interior joint, described prefabricated panel is arranged in the space of described prefabricated hetermorphiscal column and the restriction of described rectangular beam, the post limb thickness of described prefabricated hetermorphiscal column is equal with the thickness of described prefabricated panel and post limb that is described prefabricated hetermorphiscal column is shorter, the shape of the prefabricated hetermorphiscal column that shape and its of described prefabricated interior joint connect is identical, there is the syndeton with described prefabricated hetermorphiscal column and described prefabricated rectangle beam its end, the surrounding of described prefabricated panel all has flange, described prefabricated panel is connected by spaced U-shaped fastener with described prefabricated hetermorphiscal column and described prefabricated rectangle beam.
Particularly, the described syndeton sleeve that is reserved steel bar end or is embedded in core space.
Further, the draw-in groove of described U-shaped fastener is fixed by expansion bolt and described prefabricated hetermorphiscal column or described prefabricated rectangle beam after engaging with the flange at described prefabricated panel edge.
Further, lifting part is embedded with in described prefabricated hetermorphiscal column.
Wherein, the cross section of described prefabricated hetermorphiscal column is T-shaped, L shape, cross or Z-shaped.
Preferably, described prefabricated panel is GRC plate, CL plate or CS plate.
Compared with prior art the present invention has following characteristics and beneficial effect:
First, in the application, the special-shaped column such as rectangular section column T-shaped traditional in infrastructure, L shape and ten shapes are replaced, and make the post limb of different in nature post and wallboard with thick, such indoor do not occur that post is stupefied, space effective rate of utilization improves a lot, inside configuration is attractive in appearance smooth, and is convenient to user and carries out free division to space, makes architectural space be applicable to several functions requirement.
Secondly, assembling technology then embodies that planning is unitized, function modernization, manufacturing works, assemblingization of constructing feature and saved construction cost, improve efficiency of construction.
Moreover prefabricated building, adopt the mode of large bay flexible partition, adopt supporting light partition wall, can reach quality assurance, safe and efficient object.Side fascia select meet energy-conservation, sound insulation, fire prevention, shockproof requirements wallboard.Manufacturing works, construction assemblingization then change in the past on a large scale and mud, plaster, the wet trade such as to build a wall.Fabricated construction progress is fast, and labour intensity is low, and cross-operation is in order convenient, and process inspection is accurate, and construction noise is little, and loose unpacked material is few, refuse and discharge of wastewater few, construction cost is low.
In addition, this system can install the wallboard of the types such as GRC, CL, CS, can play the advantage of fitting up heat insulation integrated wallboard, save man power and material, and quality also ensures more to some extent, also makes rural area looks unified clean and tidy simultaneously.
In a word, rural area low layer assembling profiled-column frame structure system is a kind of a kind of new builing structure system can integrating assembling technology, special-shaped column structure and integrated wallboard technical advantage, is a kind of building system of new and effective change rural area conventional house looks.
The present invention can be widely used in rural area low-rise building structure.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described in detail.
Fig. 1 is assembling frame schematic perspective view;
Fig. 2 is a connected node arrangement of reinforcement;
Fig. 3 is the A-A sectional view of Fig. 2;
Fig. 4 is the B-B sectional view of Fig. 2;
Fig. 5 is prefabricated interior joint detail drawing;
Fig. 6 is the connection diagram of prefabricated hetermorphiscal column and side fascia;
Fig. 7 is the connection diagram of prefabricated hetermorphiscal column and inner wall panel;
Fig. 8 is the connection diagram of prefabricated panel and prefabricated rectangle beam.
The upper prefabricated hetermorphiscal column of Reference numeral: 1-, the upper prefabricated hetermorphiscal column of 2-, 3-prefabricated rectangle beam, the prefabricated interior joint of 4-, 401-core space, 402-reserves beam splice, 403-reserves styletable head, 404-sleeve, 5-lifting part, 6-prefabricated panel, 601-flange, 7-U type fastener, 8-expansion bolt, 9-internal decking sheet, 10-air layer, 11-outer decorative layer.
detailed description of the invention
Below in conjunction with accompanying drawing, technical scheme of the present invention is further elaborated.
Incorporated by reference to Fig. 1, Fig. 6, shown in Fig. 7 to Fig. 8, wherein, what Fig. 1 showed is by prefabricated hetermorphiscal column, the assembling frame that prefabricated rectangle beam and prefabricated interior joint are formed by connecting, what Fig. 6 and Fig. 7 showed is the connection of prefabricated panel and prefabricated hetermorphiscal column, the connection of the prefabricated panel that Fig. 8 shows and prefabricated rectangle beam, in conjunction with above-mentioned accompanying drawing, a kind of low-rise concrete hetermorphiscal column fabricated construction can be seen, comprise prefabricated hetermorphiscal column (upper prefabricated hetermorphiscal column 1 and lower prefabricated hetermorphiscal column 2 are comprised for the structure more than one deck), prefabricated rectangle beam 3, prefabricated interior joint 4 and prefabricated panel 6, described prefabricated hetermorphiscal column and described prefabricated rectangle beam 3 are connected to form framework by described prefabricated interior joint 4, described prefabricated panel 6 is arranged on the space that described two parallel prefabricated hetermorphiscal column and described two prefabricated rectangle beams 3 limit, the thickness of the post limb of described prefabricated hetermorphiscal column is equal with the thickness of described prefabricated panel 6 and post limb that is described prefabricated hetermorphiscal column is shorter, the shape of the prefabricated hetermorphiscal column that shape and its of described prefabricated interior joint 4 connect is identical, there is the syndeton with described prefabricated hetermorphiscal column and described prefabricated rectangle beam 3 its end, the surrounding of described prefabricated panel 6 all has flange 601, described prefabricated panel 6 is all connected by spaced U-shaped fastener 7 with described prefabricated rectangle beam and described prefabricated hetermorphiscal column 4, refer to Fig. 8 herein.In the present embodiment, prefabricated hetermorphiscal column 4 can be T-shaped, L shape, cross or Z-shaped uniform section form.
In the specific implementation, Fig. 2 to Fig. 5 take cross section as T-shaped abnormity prefabricated post is example, give described prefabricated interior joint 4, the arrangement of reinforcement of upper prefabricated hetermorphiscal column 1 and lower prefabricated hetermorphiscal column 2 and described prefabricated rectangle beam 3 and connection, as can be seen from Fig. 3 and Fig. 4, in this embodiment, the section form of upper prefabricated hetermorphiscal column 1 and lower prefabricated hetermorphiscal column 2 is T-shaped, and the section form of described prefabricated rectangle beam 3 is rectangle, and concrete arrangement of reinforcement is determined by structural calculation according to load situation.As can be seen from Fig. 2 and Fig. 5, prefabricated interior joint 4 comprises the core space 401 identical with prefabricated hetermorphiscal column proterties and syndeton, in this embodiment, be reserved column joint 403 with the syndeton of upper prefabricated hetermorphiscal column 1 and lower prefabricated hetermorphiscal column 2, upper column joint reserved is herein steel bar end, and reserved upper column joint is the sleeve 404 be embedded in core space 401.Be reserved beam splice 402 with the syndeton of prefabricated rectangle beam 3, be reserved steel bar end herein.It should be noted that adopt which kind of reserved joint (reserved steel bar joint or embedded sleeve barrel), can adjust according to construction needs, be only herein and enumerate.
In addition, because the component in the present invention is prefabricated component, only by prefabricated component lifting to assigned address, then need connect, therefore, in described prefabricated hetermorphiscal column, be embedded with lifting part 5 during construction.
Refer to Fig. 6 and Fig. 7, what Fig. 6 with Fig. 7 showed is the sectional view that prefabricated hetermorphiscal column is connected with exterior wall respectively at interior wall, as can be seen from the figure, the thickness of the post limb of described prefabricated hetermorphiscal column 1 or 2 is equal with the thickness of described prefabricated panel 6 and post limb that is described prefabricated hetermorphiscal column is shorter, the surrounding of described prefabricated panel 6 all has flange 601, and described prefabricated panel 6 is all connected by spaced U-shaped fastener 7 with described prefabricated rectangle beam and described prefabricated hetermorphiscal column 4.Fixed by expansion bolt 8 and described prefabricated hetermorphiscal column after the draw-in groove of described U-shaped fastener 7 engages with the flange 601 at described prefabricated panel edge.The difference of interior wall and exterior wall is, prefabricated panel 6 both sides of interior wall have all sticked internal decking sheet 9, exterior wall is different from interior wall with the requirement of insulation owing to decorating, in exterior wall, be disposed with air layer 10 and outer decorative layer 11 outside the prefabricated panel 6 being positioned at outdoor side, be positioned at indoor side and sticked internal decking sheet 9.
In the present embodiment, heat insulation integrated for realizing finishing, prefabricated panel 6 can select GRC plate (glass fiber reinforcement cement board), CL plate (composite shear wall thistle board) or CS plate (For Concrete Sandwich Panel).
Above-described embodiment is just in order to enumerating of more clearly demonstrating that technical scheme of the present invention makes, and not limitation of the invention, the scope that protection scope of the present invention still limits with claims is as the criterion.
Claims (6)
1. low-rise concrete hetermorphiscal column fabricated construction, it is characterized in that: comprise prefabricated hetermorphiscal column, prefabricated rectangle beam, prefabricated interior joint and prefabricated panel, described prefabricated hetermorphiscal column and described prefabricated rectangle beam are connected to form framework by described prefabricated interior joint, described prefabricated panel is arranged in the space of described prefabricated hetermorphiscal column and the restriction of described rectangular beam, the post limb thickness of described prefabricated hetermorphiscal column is equal with the thickness of described prefabricated panel and post limb that is described prefabricated hetermorphiscal column is shorter, the shape of the prefabricated hetermorphiscal column that shape and its of described prefabricated interior joint connect is identical, there is the syndeton with described prefabricated hetermorphiscal column and described prefabricated rectangle beam its end, the surrounding of described prefabricated panel all has flange, described prefabricated panel is connected by spaced U-shaped fastener with described prefabricated hetermorphiscal column and described prefabricated rectangle beam.
2. low-rise concrete hetermorphiscal column fabricated construction according to claim 1, is characterized in that: the sleeve that described syndeton is reserved steel bar end or is embedded in core space.
3. low-rise concrete hetermorphiscal column fabricated construction according to claim 1, is characterized in that: fixed by expansion bolt and described prefabricated hetermorphiscal column or described prefabricated rectangle beam after the draw-in groove of described U-shaped fastener engages with the flange at described prefabricated panel edge.
4. low-rise concrete hetermorphiscal column fabricated construction according to claim 1, is characterized in that: be embedded with lifting part in described prefabricated hetermorphiscal column.
5. low-rise concrete hetermorphiscal column fabricated construction according to claim 1, is characterized in that: the cross section of described prefabricated hetermorphiscal column is T-shaped, L shape, cross or Z-shaped.
6. low-rise concrete hetermorphiscal column fabricated construction according to claim 1, is characterized in that: described prefabricated panel is GRC plate, CL plate or CS plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510584359.2A CN105113629B (en) | 2015-09-15 | 2015-09-15 | Low-rise concrete Special-Shaped Column fabricated construction |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510584359.2A CN105113629B (en) | 2015-09-15 | 2015-09-15 | Low-rise concrete Special-Shaped Column fabricated construction |
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| CN105113629A true CN105113629A (en) | 2015-12-02 |
| CN105113629B CN105113629B (en) | 2017-11-24 |
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Cited By (2)
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| CN106592755A (en) * | 2017-01-17 | 2017-04-26 | 北京工业大学 | Modular multi-storeyed overall assembly type steel structural house structure system |
| CN112663819A (en) * | 2021-01-05 | 2021-04-16 | 中国建筑第五工程局有限公司 | Method for building pillar-free classroom |
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| CN112663819A (en) * | 2021-01-05 | 2021-04-16 | 中国建筑第五工程局有限公司 | Method for building pillar-free classroom |
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| CN105113629B (en) | 2017-11-24 |
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Address after: 050000 No. 244 Huaizhong Road, Shijiazhuang City, Hebei Province Patentee after: Hebei Academy of Architectural Sciences Co., Ltd. Address before: 050000 No. 244 Huaizhong Road, Shijiazhuang City, Hebei Province Patentee before: Hebei Prov. Architecture Science Academy |