CN205000458U - Low layer concrete dysmorphism column assembling type structure - Google Patents

Low layer concrete dysmorphism column assembling type structure Download PDF

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Publication number
CN205000458U
CN205000458U CN201520711598.5U CN201520711598U CN205000458U CN 205000458 U CN205000458 U CN 205000458U CN 201520711598 U CN201520711598 U CN 201520711598U CN 205000458 U CN205000458 U CN 205000458U
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CN
China
Prior art keywords
prefabricated
described prefabricated
hetermorphiscal column
special
column
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Expired - Fee Related
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CN201520711598.5U
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Chinese (zh)
Inventor
付素娟
强万明
赵士永
叶金成
郝雨杭
董苏然
薛少博
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HEBEI PROV ARCHITECTURE SCIENCE ACADEMY
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HEBEI PROV ARCHITECTURE SCIENCE ACADEMY
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Priority to CN201520711598.5U priority Critical patent/CN205000458U/en
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Abstract

The utility model relates to a low layer concrete dysmorphism column assembling type structure, including prefabricated special -shaped post, prefabricated rectangular beam, node and prefabricated wallboard in the prefabrication, prefabricated special -shaped post and rectangular beam are through well nodal connection forming framework, prefabricated wallboard is installed in the frame that forms between prefabricated special -shaped post and rectangular beam, the thickness of the post limb of prefabricated special -shaped post is shorter with the post limb that prefabricated wall plate thickness equals just prefabricated special -shaped post, the shape of node is the same rather than the shape of the special -shaped post of prefabrication connected in the prefabrication, its tip has the connection structure with prefabricated special -shaped post and prefabricated rectangular beam, all there is the flange around the prefabricated wallboard, prefabricated wallboard is connected with the U type fastener that the rectangular beam passes through the interval setting. The utility model discloses the structure is inside pleasing to the eye levels, and the space availability improve a lot, and the structural planning of assembled is unified, and it is convenient to be under construction, and can ensure good indoor quality of the life. But wide application and rural bottom building structure.

Description

Low-rise concrete hetermorphiscal column fabricated construction
Technical field
The utility model relates to a kind of architecture structure form, particularly relates 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.
Utility model content
The purpose of this utility model is to provide a kind of low-rise concrete hetermorphiscal column fabricated construction, and 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 utility model 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 utility model 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 utility model can be widely used in rural area low-rise building structure.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more 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, the technical solution of the utility model 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 utility model 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 the technical solution of the utility model makes, and not to restriction of the present utility model, the scope that protection domain of the present utility model 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.
CN201520711598.5U 2015-09-15 2015-09-15 Low layer concrete dysmorphism column assembling type structure Expired - Fee Related CN205000458U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520711598.5U CN205000458U (en) 2015-09-15 2015-09-15 Low layer concrete dysmorphism column assembling type structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
CN205000458U true CN205000458U (en) 2016-01-27

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113629A (en) * 2015-09-15 2015-12-02 河北省建筑科学研究院 Low-rise concrete special-shaped column prefabricated type structure
CN105696817A (en) * 2016-02-18 2016-06-22 东南大学 Multilayer cold-formed steel integrally prefabricated house and splicing method thereof
CN111424844A (en) * 2019-05-23 2020-07-17 曹新中 Beam column and block wall integral or independent lying work

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105113629A (en) * 2015-09-15 2015-12-02 河北省建筑科学研究院 Low-rise concrete special-shaped column prefabricated type structure
CN105696817A (en) * 2016-02-18 2016-06-22 东南大学 Multilayer cold-formed steel integrally prefabricated house and splicing method thereof
CN105696817B (en) * 2016-02-18 2017-12-19 东南大学 A kind of multilayer cold formed steel is integral prefabricated to assemble house and its joining method
CN111424844A (en) * 2019-05-23 2020-07-17 曹新中 Beam column and block wall integral or independent lying work

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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: 20160127

Termination date: 20200915