CN101122148A - House building structure with main steel structure - Google Patents
House building structure with main steel structure Download PDFInfo
- Publication number
- CN101122148A CN101122148A CNA2007100095069A CN200710009506A CN101122148A CN 101122148 A CN101122148 A CN 101122148A CN A2007100095069 A CNA2007100095069 A CN A2007100095069A CN 200710009506 A CN200710009506 A CN 200710009506A CN 101122148 A CN101122148 A CN 101122148A
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- CN
- China
- Prior art keywords
- steel
- house
- layer
- cement
- frame
- Prior art date
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 131
- 239000010959 steel Substances 0.000 title claims abstract description 131
- 239000010410 layers Substances 0.000 claims abstract description 60
- 239000004568 cements Substances 0.000 claims abstract description 43
- 230000003014 reinforcing Effects 0.000 claims abstract description 36
- 239000000835 fibers Substances 0.000 claims abstract description 30
- 239000002984 plastic foam Substances 0.000 claims abstract description 5
- 239000004567 concrete Substances 0.000 claims description 12
- 239000000463 materials Substances 0.000 claims description 8
- 239000011499 joint compounds Substances 0.000 claims description 6
- 230000002093 peripheral Effects 0.000 claims description 6
- 239000000789 fasteners Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000004576 sand Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 210000003491 Skin Anatomy 0.000 claims description 2
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000005755 formation reactions Methods 0.000 claims 1
- 239000006260 foams Substances 0.000 abstract 1
- 238000005192 partition Methods 0.000 abstract 1
- 238000009423 ventilation Methods 0.000 abstract 1
- 238000010586 diagrams Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000009413 insulation Methods 0.000 description 4
- 230000035699 permeability Effects 0.000 description 2
- 239000002994 raw materials Substances 0.000 description 2
- -1 424 Substances 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 229910052500 inorganic minerals Inorganic materials 0.000 description 1
- 239000011707 minerals Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000011800 void materials Substances 0.000 description 1
Abstract
Description
Technical field
The present invention relates to a kind of house architectural structure based on steel work.
Background technology
The material of house architectural structure all is to adopt raw materials such as cement, concrete basically at present, its consumption is very big, and it is in short supply day by day with the high-quality mineral aggregate that is used for cement baking to be used to dispose concrete sandstone, therefore according to traditional building structure and building method, the supply of raw material amount probably is difficult to continue supply and goes down.
Summary of the invention
The object of the present invention is to provide a kind of house architectural structure based on steel work, it adopts steel plate and cement pre-fabricated panel to interfix to involve and forms, not only can alleviate the energy starved problem, and can make that house integral body is heat insulation, sound insulation and permeability obtain good improvement, can be prefabricated in the factory in addition to produce to be transported on the spot again behind each component and assemble, thereby improve overall package speed and efficient greatly.
Technical solution of the present invention is to constitute like this, it is by the many perpendicular angle steel of putting and be across the adjacent two perpendicular horizontal angle steel of putting between the angle steel and form and have multilayer and every layer of house steel plate framework with front and back or left and right sides adjacent compartments, the bottom of each compartment forms square carriage jointly by the horizontal steel plate of the horizontal angle steel in front, rear, left and right that is in same aspect, and the perpendicular angle steel of putting is connected by bolt assembly with the link position of horizontal angle steel;
The top of described square carriage is set up square cement frame, concrete prefabricated flaggy, plastic foam layer, fiber web layer from bottom to top successively and is cast for the cement layer of one with fiber web layer, wherein concrete prefabricated flaggy by before and after the prefabricated frame of many drainings mud reinforcing bar or about adjacent successively arrangement, the top of the prefabricated frame of every draining mud reinforcing bar is provided with the groove that multiple tracks is arranged in order, and the prefabricated frame of adjacent two cement steels forms by the hook part of a prefabricated frame located therein and the groove overlap joint of another prefabricated frame;
The outer body of wall of described house steel plate framework is neighbouring or front and back are adjacent or the left and right sides is adjacent is formed by connecting by the polylith precast plate, and the connecting portion of contiguous prefabricated plate is provided with the concavo-convex position that correspondence is inlayed; The external surface of outer body of wall is covered with decorative floor block, be connected by the many perpendicular steel columns of putting between the angle steel of outer body of wall and steel plate framework periphery, house, steel column is connected by securing member with the angle steel of steel plate framework periphery, house, also fixedlys connected by securing member with the precast plate of outer body of wall;
Interior body of wall between the adjacent compartments of house steel plate framework closes the bed of material and constitutes by perpendicular being located at the perpendicular reinforced bulkhead of putting the steel plate both sides of angle steel, being located at cystosepiment outside the reinforced bulkhead, being laid on fiber web layer outside the cystosepiment, being used for the fastener that each frame layer of angle steel steel plate both sides is fixed together and being applied in three outside the fiber web layer, and described three close the bed of material is mixed by cement, sand and soil;
The door and window framework of described house steel plate framework is fixed on the angle steel of house steel plate framework by prefabricated deckle board.
Than prior art, the present invention has following beneficial effect: (1) is adopted steel plate and cement pre-fabricated panel to interfix to involve and is formed the overall structure firm stable; (2) change traditional old model that mainly utilizes cement and concrete construction, can alleviate the energy starved problem greatly; (3) be provided with void layer between exterior wall and the framework, can improve that house integral body is heat insulation, sound insulation and permeability; (4) cement pre-fabricated panel adopts the tensile fiber principle, makes expanding with heat and contract with cold of house have cushion space, can improve anti crack performance, thereby also effectively avoid drainage; (5) can be prefabricated in the factory to produce to be transported on the spot again behind each component and assemble, thereby improve overall package speed and efficient greatly.
Description of drawings
Fig. 1 is the elevation of the present invention based on the house architectural structure of steel work, the first half is removed balcony and part decoration of exterior wall among the figure, keep the doorframe and window frame body structure, the latter half is also removed door and window framework, interior body of wall and compartment floor in order to embody horizontal angle steel and perpendicular annexation of putting between the angle steel.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is the left view of Fig. 1, removes outer body of wall among the figure.
Fig. 4 is the prefabricated frame internal construction of the cement steel enlarged diagram that is in the outward flange position among Fig. 1.
Fig. 5 is the prefabricated frame internal construction of the cement steel enlarged diagram at position of mediating among Fig. 1.
Fig. 6 is the vertical view of Fig. 4.
Fig. 7 is the longitudinal reinforcement side rotation schematic diagram among Fig. 4 or Fig. 5.
Fig. 8 is the local enlarged diagram of the I among Fig. 2.
Fig. 9 is the interior body of wall internal construction enlarged diagram between Fig. 1 intermediate chamber and the compartment.
The number in the figure explanation:
1, the perpendicular angle steel of putting; 2, horizontal angle steel; 3, bolt assembly;
41, square cement frame, 42, concrete prefabricated flaggy, 421, the groove of concrete prefabricated frame, 422, the hook part of concrete prefabricated frame, 423, the cement layer on top layer about the prefabricated frame of cement steel, 424, fiber web layer, 425, the reinforcing bar reinforcing ring, 426, stirrup, 427, the fin between the adjacent grooves, 43, plastic foam layer, 44, fiber web layer, 45, cement layer;
5, outer body of wall, 51, precast plate, 56, the concavo-convex position that is used to inlay on the precast plate, 52, decorative floor block, 53, steel column, 54, securing member, 55, securing member, 57, dog hole;
6, interior body of wall, 61, reinforced bulkhead, 62, cystosepiment, 63, fiber web layer, 64, fastener, 65, three close the bed of material;
71, door body, 72, window frame body;
8, balcony, 81, horizontal prefabricated steel, 821, reinforcing bar, 822, fiber web layer, 823, the building of cement layer 9, lower floor.
The specific embodiment
Below in conjunction with specification drawings and specific embodiments content of the present invention is elaborated:
As depicted in figs. 1 and 2, the present invention based on the house architectural structure of steel work by the many perpendicular angle steel of putting 1 be across the adjacent two perpendicular horizontal angle steel of putting between the angle steel 2 and form and have multilayer and every layer of house steel plate framework with front and back or left and right sides adjacent compartments, the bottom of each compartment forms square carriage jointly by the horizontal steel plate of the horizontal angle steel in front, rear, left and right that is in same aspect, and the perpendicular angle steel of putting is connected by bolt assembly 3 with the link position of horizontal angle steel;
As Fig. 1, Fig. 4, Fig. 5 and shown in Figure 6, the top of described square carriage is set up square cement frame 41, concrete prefabricated flaggy 42, plastic foam layer 43, fiber web layer 44 from bottom to top successively and is cast for the cement layer 45 of one with fiber web layer, wherein concrete prefabricated flaggy by before and after the prefabricated frame of many drainings mud reinforcing bar or about adjacent successively arrangement, the top of the prefabricated frame of every draining mud reinforcing bar is provided with the groove 421 that multiple tracks is arranged in order, and the prefabricated frame of adjacent two cement steels forms by the hook part 422 of a prefabricated frame located therein and the groove overlap joint of another prefabricated frame;
As Fig. 1, Fig. 2 and shown in Figure 8, the outer body of wall 5 of described house steel plate framework is neighbouring or front and back are adjacent or the left and right sides is adjacent is formed by connecting by polylith precast plate 51, and the connecting portion of contiguous prefabricated plate is provided with the concavo-convex position 56 that correspondence is inlayed; The external surface of outer body of wall is covered with decorative floor block 52, be connected by the many perpendicular steel columns of putting 53 between the angle steel of outer body of wall and steel plate framework periphery, house, steel column is connected by securing member 54 with the angle steel of steel plate framework periphery, house, also fixedlys connected by securing member 55 with the precast plate of outer body of wall;
As Fig. 1 and shown in Figure 9, interior body of wall 6 between the adjacent compartments of house steel plate framework closes the bed of material 65 and constitutes by perpendicular being located at the perpendicular reinforced bulkhead 61 of putting the steel plate both sides of angle steel, being located at cystosepiment 62 outside the reinforced bulkhead, being laid on fiber web layer 63 outside the cystosepiment, being used for the fastener 64 that each frame layer of angle steel steel plate both sides is fixed together and being applied in three outside the fiber web layer, and described three close the bed of material is mixed by cement, sand and soil;
As shown in figures 1 and 3, the door and window framework 71,72 of described house steel plate framework is fixed on the angle steel of house steel plate framework by prefabricated deckle board.
As Fig. 4, Fig. 5 and shown in Figure 7, the prefabricated frame of described cement steel is by the cement layer 423 on upper and lower top layer and be clipped in up and down that the fiber web layer 424 between the cement layer constitutes, be provided with reinforcing bar reinforcing ring 425 in the fin 427 between the adjacent grooves of the prefabricated frame of cement steel, described reinforcing bar reinforcing ring encompasses flat ring-type according to the shape that is slightly less than fin and is fixed by stirrup 426, the external surface of reinforcing bar reinforcing ring is enclosed with fiber web layer, and the fiber web layer external surface is coated with the cement top layer.
As shown in Figure 4 and Figure 5, the described fiber web layer oven wire mesh blanket that comprises the reinforcing bar stratum reticulare of bottom tiling and be laid on reinforcing bar stratum reticulare top and the reinforcing bar reinforcing ring of adjacent arrangement is wrapped successively.
As shown in Figure 3, the balcony 8 of described house steel plate framework is by being locked at the laterally reinforced concrete peripheral board of the prefabricated steel outer peripheral edges side of being fixed thereon of the outer horizontal prefabricated steel 81 of respective storey framework angle steel, edge, be provided with the many reinforcing bars that are arranged in order 821 in the described reinforced concrete peripheral board, the centre accompanies the fiber web layer 822 that reinforcing bar is coated togather, and skin is a cement layer 823.
As shown in Figure 1, the bottom angle steel of described house steel plate framework is fixedly connected on the building 9 of lower floor by bolt assembly.
As shown in Figure 8, precast plate is connected with the quick of steel column for convenience, the described securing member 54 of outer body of wall precast plate and steel column that is used for fixing is for being fixed in a plurality of crotches of going up in the steel column outside from bottom to top, the inboard relevant position of precast plate is provided with shape and the similar dog hole 57 of last crotch, and the outside of dog hole is left and is convenient to the passway that crotch enters.
As shown in Figure 6, in order to strengthen the intensity of the prefabricated frame of cement steel, prevent its stress deformation, the prefabricated frame of described cement steel is except that the groove that is used for contiguous prefabricated frame overlap joint, and all the other groove two-port shutoff are provided with reinforcing bar in the shutoff end.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100095069A CN101122148A (en) | 2007-09-11 | 2007-09-11 | House building structure with main steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2007100095069A CN101122148A (en) | 2007-09-11 | 2007-09-11 | House building structure with main steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101122148A true CN101122148A (en) | 2008-02-13 |
Family
ID=39084630
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2007100095069A CN101122148A (en) | 2007-09-11 | 2007-09-11 | House building structure with main steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101122148A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102031837A (en) * | 2010-11-15 | 2011-04-27 | 洛阳师范学院 | Ultra-light ultra-strong low heat transferring concrete composite bionic wall technology |
| CN101634192B (en) * | 2009-07-29 | 2011-11-30 | 北京峻谷投资有限公司 | Monolithic building |
| CN103993658A (en) * | 2013-02-16 | 2014-08-20 | 谷玉花 | Steel structure and prefabricated concrete fabricated residential building system |
| CN104372905A (en) * | 2014-11-19 | 2015-02-25 | 江苏立德节能建筑股份有限公司 | Balcony breast board structure for light steel joist building and installation method thereof |
| CN106149866A (en) * | 2015-04-28 | 2016-11-23 | 谷玉花 | Steel reinforced concrete assembled energy-saving residential building system |
| CN102864944B (en) * | 2012-10-11 | 2016-12-21 | 北京筑福国际工程技术有限责任公司 | A kind of steel angle bracket masonry structure and reinforcement means thereof |
-
2007
- 2007-09-11 CN CNA2007100095069A patent/CN101122148A/en not_active Application Discontinuation
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101634192B (en) * | 2009-07-29 | 2011-11-30 | 北京峻谷投资有限公司 | Monolithic building |
| CN102031837A (en) * | 2010-11-15 | 2011-04-27 | 洛阳师范学院 | Ultra-light ultra-strong low heat transferring concrete composite bionic wall technology |
| CN102864944B (en) * | 2012-10-11 | 2016-12-21 | 北京筑福国际工程技术有限责任公司 | A kind of steel angle bracket masonry structure and reinforcement means thereof |
| CN103993658A (en) * | 2013-02-16 | 2014-08-20 | 谷玉花 | Steel structure and prefabricated concrete fabricated residential building system |
| CN104372905A (en) * | 2014-11-19 | 2015-02-25 | 江苏立德节能建筑股份有限公司 | Balcony breast board structure for light steel joist building and installation method thereof |
| CN106149866A (en) * | 2015-04-28 | 2016-11-23 | 谷玉花 | Steel reinforced concrete assembled energy-saving residential building system |
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Open date: 20080213 |