CN101984206A - Split mounting type building - Google Patents
Split mounting type building Download PDFInfo
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- CN101984206A CN101984206A CN 201010283343 CN201010283343A CN101984206A CN 101984206 A CN101984206 A CN 101984206A CN 201010283343 CN201010283343 CN 201010283343 CN 201010283343 A CN201010283343 A CN 201010283343A CN 101984206 A CN101984206 A CN 101984206A
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Abstract
The invention relates to a split mounting type building which is fast to mount and has less consumable items. The building is composed of a building structure group formed by transverse and longitudinal connection of a plurality of frame constructions; after the connection of the frame structure is completed, the outer wall and stairs are fixed on a support column to form a architectural complex frame of the building; and finally, cement is poured and paved to form the building. The building of the invention has high strength, good air flow effect, less usage amount of build consumable items.
Description
Technical field
The present invention is a kind of house, and particularly a kind of installation is simple, and installation rate is fast, and the high pin-connected panel house of intensity.
Background technology
Building construction ubiquity on the market the characteristics that construction speed is slow, waste buildings and resources at present, when building, needs to consume a large amount of cement and is used to strengthen support column and metope.
Summary of the invention
The object of the present invention is to provide a kind of pin-connected panel house quick, that consumptive material is few of installing.
The object of the present invention is achieved like this: it by some frame constructions laterally, the building structure group that vertically is connected to form;
Described house unit framework has two kinds of structures;
Frame construction A: it comprises upper plate, lower shoe and supports angle steel, described upper plate is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the quadra structure outside, the base is in quadra structure inboard, be provided with support channel-section steel horizontal or that vertically distribute in the frame construction, described channel-section steel is placed on the angle steel base and is connected with the angle steel base by bolt, also is provided with in the frame construction and supports the vertical of channel-section steel and pass the reinforcing bar that supports channel-section steel; Lower shoe is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, and the base is provided with some horizontal vertical staggered reinforcing bars in the frame construction inboard in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with cement layer; The angle steel base of upper plate up, the angle steel base of lower shoe down and be provided with the support angle steel that is used to support upper and lower base plate between the upper and lower base plate, described support angle steel is fixed on four jiaos of upper and lower base plate, the horizontal angle steel of upper and lower base plate with support angle steel longitudinally and surround interior metope, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the angle steel that supports angle steel and upper plate, lower shoe; Be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Frame construction B: it comprises top board, lower shoe and support angle steel, top board is the quadra structure that is formed by four i iron or channel-section steel or angle steel welding, in frame construction, be provided with horizontal stroke, the vertical channel-section steel that distributes, the groove of channel-section steel upwards and the mutual UNICOM of inside groove of all channel-section steels, the channel-section steel of framework around channel-section steel in the frame construction connects, also with the channel-section steel UNICOM that constitutes framework, on the lateral wall of the channel-section steel that constitutes framework, be provided with opening, lower shoe is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, the base is in the frame construction inboard, be provided with some horizontal vertical staggered reinforcing bars in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with cement layer; The angle steel base of lower shoe down, be provided with the support angle steel that is used for roof supporting, lower shoe between top board, the lower shoe, described support angle steel is fixed on top board, lower shoe four jiaos, the horizontal angle steel of i iron that top board is horizontal or channel-section steel or angle steel, lower shoe with support angle steel longitudinally and surround interior metope, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the horizontal angle steel that supports the horizontal i iron of angle steel and top board or channel-section steel or angle steel, lower shoe; Be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Be connected to form the house group by frame construction A and frame construction B are transversely arranged, between adjacent frame structure A and group periphery, house be provided with and be fixed in ground and support column perpendicular to the ground, the height of support column is identical with the height of house floor, passes through bolt between the horizontal angle steel of the upper and lower base plate of frame construction A and the support column; Pass through bolt between the horizontal angle steel of i iron that frame construction B top board is horizontal or channel-section steel or angle steel and lower shoe and the support column; There is the reinforcement angle steel in the support angle steel outside at frame construction A and frame construction B by bolt, be connected with reinforced concrete-bar between the partial reinforment angle steel, strengthen angle steel and support angle steel and constitute cross section and be respectively " L " shape, "T"-shaped, reinforcement cylinder that " ten " shape is hollow, strengthen in the cylinder and be provided with reinforcing bar and be perfused with cement, " L " shape is the shape of single frame construction A or B one end, "T"-shaped is the shape of two adjacent frame structure A or B one end junction, and " ten " shape is the shape of three or four adjacent frame structure A or B one end junction; Four jiaos of the lower shoes of frame construction A and frame construction B and reinforcement cylinder are bordered, and the lower shoe angle steel side excision of boundary, the reinforcement column side wall of boundary are provided with fluting, and lower shoe angle steel side welds with the edge that the reinforcement column side wall is slotted; Lower shoe also is fixed with and extends into the reinforcing bar of strengthening in the cylinder, and lower shoe extends into reinforcing bar of strengthening in the cylinder and the reinforcing bar of strengthening in the cylinder and ties up mutually;
Vertically being superposeed to arrange by frame construction A forms the room height, at top layer connecting frame structure B, adopts bolt to connect upper plate, lower shoe between the adjacent frame construction A, upper plate, lower shoe employing bolt is connected between between frame construction A and the frame construction B;
By frame construction A be connected with frame construction B finish after, fixed outer wall body and stair form building construction group framework on support column, the quadra structure that outer body of wall is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, the base is provided with some horizontal vertical staggered reinforcing bars, end reinforced being fixed on the angle steel in the frame construction inboard in the frame construction, be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Thicker cement layer is poured in lower shoe bottom at building construction group framework, is coated with adsorption layer on the bar construction of top board or upper plate, and spraying on adsorption layer has three to close the material whitewashing; The one side that the reinforcing bar of interior metope is positioned at building structure inside is provided with heat-sink shell, is coated with adsorption layer on the heat-sink shell, and spraying on adsorption layer has three to close the material whitewashing; Be coated with adsorption layer on the bar construction of wall face, spraying on the adsorption layer has cement mortar; In strengthening cylinder, be provided with reinforcing bar and pouring cement.
The present invention has following advantage
1, intensity increases, and whole steel work cooperates the cylinder that distributes around the frame construction, has increased integral intensity greatly.2, circulation of air is effective, carry out circulation of air except common by door and window, can also breathe freely by the interlayer that is provided with between the aperture that distributes on the interior body of wall and the house frame structure, 3 building consumptive material use amounts reduce, be primarily aimed at the consumption of cement, adopt building structure of the present invention than the cement use amount of prior art saving more than 20%.4 because frame construction can only need adopt lifting and fixedly connected in factory's medium quantity batch processing in the time of installation, can realize the characteristics of Fast Installation, than the traditional time of building structure construction progress saving more than 20%.
Description of drawings
Fig. 1 is the vertical view of top board;
Fig. 2 is the steel work schematic diagram of upper plate;
Fig. 3 is the stereogram of side fascia or lower shoe steel work;
The steel work schematic diagram that Fig. 4 distributes for door and window of the present invention;
Fig. 5 is the vertical view of inner wall panel;
Fig. 6 supports the steel work stereogram of angle steel in addition for inner wall panel;
Fig. 7 is the sectional view of inner wall panel deck;
Fig. 8 is the cross-sectional schematic of house of the present invention layout;
Structural representation when Fig. 9 superposes for house of the present invention;
Figure 10 is for strengthening angle steel and supporting the vertical view that angle steel formation cross section forms " L " shape;
Figure 11 is for strengthening angle steel and supporting the stereogram that angle steel formation cross section forms " L " shape;
Figure 12 forms "T"-shaped vertical view for strengthening angle steel with support angle steel formation cross section;
Figure 13 is for strengthening angle steel and supporting the vertical view that angle steel formation cross section forms " ten " shape;
Figure is cutd open in the survey of Figure 14 upper plate;
Figure 15 is the transverse sectional view of side fascia;
Figure 16 is lower shoe and the stereogram of strengthening the cylinder junction.
Label declaration
1 angle steel, 2 channel-section steels, 3 reinforcing bars, 4 adsorption layers, 5 three close material whitewashing, 6 cement mortar,
11 upper plates, 12 lower shoes, 13 support angle steel, 14 and support metopes in channel-section steels, 15 frame constructions, 16,17,18 windows, 19 top boards, 20 support columns, 21 cement layers, 22 heat-sink shells, 23 supplemental support angle steel, 24 air vents, 25 ventilation interlayers, 26 and strengthen angle steel, 27 reinforced concrete-bars, and 28 flutings, 29 are strengthened cylinders, 30 outer bodies of wall, 31 balconies, 32 stair.
The specific embodiment
Figure is as 8 ~ 9 shown in: the present invention be by some frame constructions laterally, the building structure group that vertically is connected to form.
It comprises frame construction A and frame construction B, and described frame construction A and frame construction B structure are as follows:
Shown in Fig. 1 ~ 7: frame construction A: it comprises upper plate 11, lower shoe 12 and support angle steel 13, described upper plate is the quadra structure 15 that is formed by 1 welding of four angle steel, the angle steel that wherein is used to constitute frame construction can adopt the higher channel-section steel of intensity, T-steel or i iron are replaced, the side of angle steel is towards the quadra structure outside, the base is in quadra structure inboard, be provided with support channel-section steel 14 horizontal or that vertically distribute in the quadra structure, because upper plate need bear lower shoe part strength, support the intensity that channel-section steel is used to increase upper plate, described channel-section steel is placed on the angle steel base and is connected with the angle steel base by bolt, connected mode can also adopt architectural common fixed modes such as welding, certainly adopt bolt can guarantee under same intensity, working time is minimized, also be provided with in the frame construction and support the vertical of channel-section steel and pass the reinforcing bar that supports channel-section steel, cooperate and support the intensity maximization that channel-section steel can make upper plate; Lower shoe is the quadra structure that is formed by 1 welding of four angle steel, the side of angle steel is towards the frame construction outside, the base is in the frame construction inboard, be convenient to fix other steel or interspersed reinforcing bar like this, be provided with some horizontal vertical staggered reinforcing bars 3 in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with cement layer, can lay the groundwork for the more abundant cement layer of later stage laying; The angle steel base of upper plate up, the angle steel base of lower shoe down and be provided with the support angle steel that is used to support upper and lower base plate between the upper and lower base plate, described support angle steel is fixed on four jiaos of upper and lower base plate, the horizontal angle steel of upper and lower base plate with support longitudinally angle steel surround in metope 16, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the angle steel that supports angle steel and upper plate, lower shoe; Be preset with the opening of door 17, window 18 in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement, and reinforcing bar can be strengthened aperture position, avoids horizontal vertical staggered reinforcing bar to stab the staff simultaneously.
Frame construction B: it comprises top board 19, lower shoe and support angle steel, top board is the quadra structure that is formed by four i iron or channel-section steel or angle steel welding, in frame construction, be provided with horizontal stroke, the vertical channel-section steel that distributes, the groove of the channel-section steel mutual UNICOM of all channel-section steels that makes progress, the channel-section steel of framework around channel-section steel connects, also with the channel-section steel UNICOM that constitutes framework, on the lateral wall of the channel-section steel that constitutes framework, be provided with opening, the design of channel-section steel can increase the function of guiding current, realize the effect of draining by the structure of channel-section steel, lower shoe is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, and the base is provided with some horizontal vertical staggered reinforcing bars in the frame construction inboard in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with cement layer; The angle steel base of lower shoe down, be provided with the support angle steel that is used for roof supporting, lower shoe between top board, the lower shoe, described support angle steel is fixed on top board, lower shoe four jiaos, the horizontal angle steel of i iron that top board is horizontal or channel-section steel or angle steel, lower shoe with support angle steel longitudinally and surround interior metope, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the horizontal angle steel that supports the horizontal i iron of angle steel and top board or channel-section steel or angle steel, lower shoe; Be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement, and frame construction B: be mainly used in top layer, special top board structure can play the effect of water conservancy diversion, and integral thickness is big, can reduce heat and transmit and avoid infiltration.
Be connected to form the building structure group by frame construction A and frame construction B are transversely arranged, between adjacent frame structure A and group periphery, house be provided with and be fixed in ground and support column 20 perpendicular to the ground, the height of support column is identical with the height of the total floor in house, passes through bolt between the horizontal angle steel of the upper and lower base plate of frame construction A and the support column; Pass through bolt between the horizontal angle steel of i iron that frame construction B top board is horizontal or channel-section steel or angle steel and lower shoe and the support column; There is the reinforcement angle steel in the support angle steel outside at frame construction A and frame construction B by bolt, be connected with reinforced concrete-bar between the partial reinforment angle steel, strengthen angle steel and support angle steel and constitute cross section and be respectively " L " shape, "T"-shaped, reinforcement cylinder 29 that " ten " shape is hollow, strengthen in the cylinder and be provided with reinforcing bar and be perfused with cement, " L " shape is the shape of single frame construction A or B one end, "T"-shaped is the shape of two adjacent frame structure A or B one end junction, and " ten " shape is the shape of three or four adjacent frame structure A or B one end junction; Strengthen cylinder and be used for further strengthening the intensity of monolithic architecture, four jiaos of the lower shoes of frame construction A and frame construction B and reinforcement cylinder are bordered, the lower shoe angle steel side excision of boundary, the reinforcement column side wall of boundary are provided with fluting 28, lower shoe angle steel side and the edge welding of strengthening the column side wall fluting; Lower shoe also is fixed with and extends into the reinforcing bar of strengthening in the cylinder, and lower shoe extends into reinforcing bar of strengthening in the cylinder and the reinforcing bar of strengthening in the cylinder and ties up mutually; Can make like this and strengthen the interior cement of cylinder and the cement articulamentum one of lower shoe, strengthen the weight capacity of lower shoe.
Vertically superpose to arrange by frame construction A and form the room height, at top layer connecting frame structure B, adopt bolt to connect upper plate, lower shoe between the adjacent frame construction A, adopt bolt to be connected upper plate, lower shoe between between frame construction A and the frame construction B, also can adopt other mode to connect, as the welding etc.
By frame construction A be connected with frame construction B finish after, fixed outer wall body 30 and stair 32 form building construction group framework on support column, the quadra structure that outer body of wall is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, the base is provided with some horizontal vertical staggered reinforcing bars, end reinforced being fixed on the angle steel in the frame construction inboard in the frame construction, be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement.
Pour thicker cement layer 21 in the lower shoe of building construction group framework bottom, be used for as the floor, bear following occupants and make the weight of articles for use, be coated with adsorption layer 4 on the bar construction of top board or upper plate, spraying on adsorption layer has three to close material whitewashing 5; The one side that the reinforcing bar of interior metope is positioned at building structure inside is provided with heat-sink shell 22, is coated with adsorption layer 4 on the heat-sink shell, and spraying on adsorption layer has three to close material whitewashing 5; Be coated with adsorption layer on the bar construction of wall face, spraying on the adsorption layer has cement mortar 6; Be provided with reinforcing bar and pouring cement in strengthening cylinder, be used for increasing the intensity of strengthening cylinder, thereby strengthen intensity of the present invention, wherein adsorption layer can adopt glass web or wood fibre etc., as long as whitewashing can be adsorbed.
Be provided with supplemental support angle steel 23 in the body of wall in described, the supplemental support angle steel is on the interior metope between two adjacent supports angle steel, the two ends of supplemental support angle steel are connected to upper plate and lower shoe or lower shoe and top board, the transverse reinforcement support column that interior metope is provided with is positioned at the corresponding position of support column, and support column is connected with support column by bolt.
Support column is formed by the steel welding of hollow-core construction, be inserted with reinforcing bar in the hollow-core construction of steel and be perfused with cement, support column itself is perfused with cement and can further strengthens its bulk strength just in order to have strengthened the intensity of monolithic architecture in support column, thereby strengthens the intensity of monolithic architecture.
Body of wall is provided with air vent 24 in described, air vent runs through interior body of wall, one end of air vent leads to indoor, in the ventilation interlayer 25 that is provided with between body of wall and the outer body of wall in the other end leads to, owing to be provided with support column between interior body of wall and the outer body of wall, the coverage of support column is little, and the place that is not provided with support column has formed the ventilation interlayer; The ventilation interlayer extends to the roof always, realizes that by the ventilation interlayer air of house interior flows.
Interior body of wall have window or the door fluting be arranged between the support column or support column and frame construction edge between, the framework of window or door position is the square framework that is formed by the band steel welding between interior wall and exterior wall or interior wall and the interior wall, and the band steel of side is connected by the angle steel of bolt with support column or frame construction edge; The frame body group outside also is provided with balcony 31, described balcony constitutes frame construction by angle steel, inner distribute horizontal vertical staggered reinforcing bar or flat steel, blank space is distributed with extruded sheet, be coated with glass fiber mesh and wire gauze on the two sides of extruded sheet and mix the adsorption layer that forms, spray on the adsorption layer cement mortar is arranged, balcony is connected by bolt with inside wall, below balcony, be provided with the reinforcement muscle, strengthen muscle one end and connect the balcony below, the other end is connected in the inside wall of balcony below, strengthens the effect that muscle can play support, increases the intensity of balcony.
Claims (6)
1. pin-connected panel house is characterized in that: it for by some frame constructions laterally, the building structure group that vertically is connected to form;
It comprises frame construction A and frame construction B, and described frame construction A and frame construction B structure are as follows:
Frame construction A: it comprises upper plate, lower shoe and supports angle steel, described upper plate is the quadra structure that is formed by four first angle steel welding, the side of first angle steel is towards the quadra structure outside, the base is in quadra structure inboard, be provided with support channel-section steel horizontal or that vertically distribute in the frame construction, described channel-section steel is placed on the first angle steel base and is connected with the first angle steel base by bolt, also is provided with in the frame construction and supports the vertical of channel-section steel and pass the reinforcing bar that supports channel-section steel; Lower shoe is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, and the base is provided with some horizontal vertical staggered reinforcing bars in the frame construction inboard in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with certain thickness cement layer; The angle steel base of upper plate up, the angle steel base of lower shoe down and be provided with the support angle steel that is used to support upper and lower base plate between the upper and lower base plate, described support angle steel is fixed on four jiaos of upper and lower base plate, the horizontal angle steel of upper and lower base plate with support angle steel longitudinally and surround interior metope, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the angle steel that supports angle steel and upper plate, lower shoe; Be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Frame construction B: it comprises top board, lower shoe and support angle steel, top board is the quadra structure that is formed by four i iron or channel-section steel or angle steel welding, in frame construction, be provided with horizontal stroke, the vertical channel-section steel that distributes, the groove of channel-section steel upwards and the mutual UNICOM of inside groove of all channel-section steels, the channel-section steel of framework around channel-section steel in the frame construction connects, also with the channel-section steel UNICOM that constitutes framework, on the lateral wall of the channel-section steel that constitutes framework, be provided with opening, lower shoe is the quadra structure that is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, the base is in the frame construction inboard, be provided with some horizontal vertical staggered reinforcing bars in the frame construction, end reinforced being fixed on the angle steel, lower shoe is equipped with certain thickness cement layer; The angle steel base of lower shoe down, be provided with the support angle steel that is used for roof supporting, lower shoe between top board, the lower shoe, described support angle steel is fixed on top board, lower shoe four jiaos, the horizontal angle steel of i iron that top board is horizontal or channel-section steel or angle steel, lower shoe with support angle steel longitudinally and surround interior metope, be distributed with horizontal vertical staggered reinforcing bar on interior metope, reinforcing bar is fixed on the horizontal angle steel that supports the horizontal i iron of angle steel and top board or channel-section steel or angle steel, lower shoe; Be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Be connected to form the building structure group by frame construction A and frame construction B are transversely arranged, between adjacent frame structure A and group periphery, house be provided with and be fixed in ground and support column perpendicular to the ground, the height of support column is identical with the height of the total floor in house, passes through bolt between the horizontal angle steel of the upper and lower base plate of frame construction A and the support column; Pass through bolt between the horizontal angle steel of i iron that frame construction B top board is horizontal or channel-section steel or angle steel and lower shoe and the support column; There is the reinforcement angle steel in the support angle steel outside at frame construction A and frame construction B by bolt, be connected with reinforced concrete-bar between the partial reinforment angle steel, strengthen angle steel and support angle steel and constitute cross section and be respectively " L " shape, "T"-shaped, reinforcement cylinder that " ten " shape is hollow, strengthen in the cylinder and be provided with reinforcing bar and be perfused with cement, " L " shape is the shape of single frame construction A or B one end, "T"-shaped is the shape of two adjacent frame structure A or B one end junction, and " ten " shape is the shape of three or four adjacent frame structure A or B one end junction; Four jiaos of the lower shoes of frame construction A and frame construction B and reinforcement cylinder are bordered, and the lower shoe angle steel side excision of boundary, the reinforcement column side wall of boundary are provided with fluting, and lower shoe angle steel side welds with the edge that the reinforcement column side wall is slotted; Lower shoe also is fixed with and extends into the reinforcing bar of strengthening in the cylinder, and lower shoe extends into reinforcing bar of strengthening in the cylinder and the reinforcing bar of strengthening in the cylinder and ties up mutually;
Vertically being superposeed to arrange by frame construction A forms the room height, at top layer connecting frame structure B, adopts bolt to connect upper plate, lower shoe between the adjacent frame construction A, upper plate, lower shoe employing bolt is connected between between frame construction A and the frame construction B;
The integral body that is connected with frame construction B by frame construction A, fixed outer wall body and stair form building construction group framework on support column, the quadra structure that outer body of wall is formed by four angle steel welding, the side of angle steel is towards the frame construction outside, the base is provided with some horizontal vertical staggered reinforcing bars, end reinforced being fixed on the angle steel in the frame construction inboard in the frame construction, be preset with the opening of door, window in the part on the horizontal vertical reinforcing bar that interlocks of metope, opening edge is along welded reinforcement;
Lower shoe bottom at building construction group framework is provided with cement layer, is coated with adsorption layer on the bar construction of top board or upper plate, and spraying on adsorption layer has three to close the material whitewashing; The one side that the reinforcing bar of interior metope is positioned at building structure inside is provided with heat-sink shell, is coated with adsorption layer on the heat-sink shell, and spraying on adsorption layer has three to close the material whitewashing; Be coated with adsorption layer on the bar construction of wall face, spraying on the adsorption layer has cement mortar; In strengthening cylinder, be provided with reinforcing bar and pouring cement.
2. pin-connected panel according to claim 1 house, it is characterized in that: be provided with the supplemental support angle steel in the body of wall in described, the supplemental support angle steel is on the interior metope between two adjacent supports angle steel, the two ends of supplemental support angle steel are connected to upper plate and lower shoe or lower shoe and top board, the transverse reinforcement support column that interior metope is provided with is positioned at the corresponding position of support column, and support column is connected with support column by bolt.
3. pin-connected panel according to claim 2 house is characterized in that: support column is formed by the steel welding of hollow-core construction, is inserted with reinforcing bar in the hollow-core construction of steel and is perfused with cement.
4. pin-connected panel according to claim 1 house is characterized in that: body of wall is provided with air vent in described, and air vent runs through interior body of wall, and an end of air vent leads to indoor, in the ventilation interlayer that is provided with between body of wall and the outer body of wall in the other end leads to.
5. pin-connected panel according to claim 1 house, it is characterized in that: interior body of wall have window or the door fluting be arranged between the support column or support column and frame construction edge between, the framework of window or door position is the square framework that is formed by the band steel welding between interior wall and exterior wall or interior wall and the interior wall, and the band steel of side is connected by the angle steel of bolt with support column or frame construction edge; The frame body group outside also is provided with balcony, described balcony constitutes frame construction by angle steel, inner distribute horizontal vertical staggered reinforcing bar or flat steel, blank space is distributed with extruded sheet, is coated with glass fiber mesh and wire gauze on the two sides of extruded sheet and mixes the adsorption layer that forms, and spraying on the adsorption layer has cement mortar, balcony is connected by bolt with inside wall, be provided with the reinforcement muscle below balcony, strengthen muscle one end and connect the balcony below, the other end is connected in the inside wall of balcony below.
6. pin-connected panel according to claim 1 house is characterized in that: described ground is the cement floor, and described support column is embedded on the cement floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102833435A CN101984206B (en) | 2010-12-24 | 2010-12-24 | Split mounting type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102833435A CN101984206B (en) | 2010-12-24 | 2010-12-24 | Split mounting type building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101984206A true CN101984206A (en) | 2011-03-09 |
| CN101984206B CN101984206B (en) | 2012-01-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010102833435A Expired - Fee Related CN101984206B (en) | 2010-12-24 | 2010-12-24 | Split mounting type building |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103276803A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel structure system |
| CN103397719A (en) * | 2013-08-06 | 2013-11-20 | 郑勤民 | Column-wall conjoined shear wall with hollow cavity |
| CN103669574A (en) * | 2013-12-16 | 2014-03-26 | 张跃 | Building frame system and assembly method thereof |
| CN109057326A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | One kind pouring shear wall prefabricated doors and windows entrance construction method |
| CN109457836A (en) * | 2018-12-04 | 2019-03-12 | 郑勤民 | It banks up a fire wall construction and the building structure containing wall construction of banking up a fire |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN103276803A (en) * | 2013-06-08 | 2013-09-04 | 北京工业大学 | Hollow irregular column multi-layer high-rise assembling steel structure system |
| CN103276803B (en) * | 2013-06-08 | 2015-10-28 | 北京工业大学 | The how high-rise assembling type steel structure system of a kind of hollow irregular column |
| CN103397719A (en) * | 2013-08-06 | 2013-11-20 | 郑勤民 | Column-wall conjoined shear wall with hollow cavity |
| CN103397719B (en) * | 2013-08-06 | 2015-09-09 | 郑勤民 | Post, wall disjunctor cavity shear wall |
| CN103669574A (en) * | 2013-12-16 | 2014-03-26 | 张跃 | Building frame system and assembly method thereof |
| WO2015090094A1 (en) * | 2013-12-16 | 2015-06-25 | 张跃 | Building frame system and assembly method thereof |
| CN109057326A (en) * | 2018-08-16 | 2018-12-21 | 徽都建设有限公司 | One kind pouring shear wall prefabricated doors and windows entrance construction method |
| CN109457836A (en) * | 2018-12-04 | 2019-03-12 | 郑勤民 | It banks up a fire wall construction and the building structure containing wall construction of banking up a fire |
| CN109457836B (en) * | 2018-12-04 | 2024-05-17 | 乌恰县就业创业市政有限责任公司 | Fire sealing wall structure and house structure with fire sealing wall structure |
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| CN101984206B (en) | 2012-01-11 |
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