CN101984206B - Split mounting type building - Google Patents

Split mounting type building Download PDF

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Publication number
CN101984206B
CN101984206B CN2010102833435A CN201010283343A CN101984206B CN 101984206 B CN101984206 B CN 101984206B CN 2010102833435 A CN2010102833435 A CN 2010102833435A CN 201010283343 A CN201010283343 A CN 201010283343A CN 101984206 B CN101984206 B CN 101984206B
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China
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angle steel
frame construction
lower shoe
steel
wall
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CN2010102833435A
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CN101984206A (en
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郑勤民
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Individual
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Individual
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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

The pin-connected panel house
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
Present building construction ubiquity on the market the characteristics that construction speed is slow, waste buildings and resources, when building, needs a large amount of cement of consumption be 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 objective of the invention is to realize like this: it by some frame constructions laterally, the building structure crowd 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; A side that is not connected with the angle steel base in the side of angle steel is towards the quadra structure outside; The base is inboard in the quadra structure; Be provided with in the frame construction laterally or the support channel-section steel that vertically distributes, described channel-section steel is placed on the angle steel base and is connected with the angle steel base through bolt, also is provided with in the frame construction and support the vertical of channel-section steel and to pass the reinforcing bar of support channel-section steel; Lower shoe is the quadra structure that is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside; The base is inboard in frame construction; 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 side direction in frame construction is not up on the angle steel base of upper plate; The side direction in frame construction is not 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 on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, 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 supports angle steel that top board is the quadra structure that is formed by four channel-section steel welding, in frame construction, is 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, is provided with opening on the lateral wall of the channel-section steel that constitutes framework; Lower shoe is the quadra structure that is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside, and the base is inboard in frame construction, is 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 side direction in frame construction is not down on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, the transverse reinforcement two ends are fixed on to be supported on the angle steel, and the two ends of longitudinal reinforcement are separately positioned on the transverse channel steels of top board and the horizontal angle steel of 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 crowd by frame construction A and frame construction B are transversely arranged; Between adjacent frame structure A and crowd 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 through 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 " shape, 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, and " T " shape 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 each other;
Vertically superpose by frame construction A and to arrange that to form the room high,, adopt bolt to connect upper plate, lower shoe between the adjacent frame construction A, between frame construction A and the frame construction B upper plate, lower shoe employing bolt are connected at top layer connecting frame structure B;
By frame structure A be connected with frame structure B accomplish after; Fixed outer wall body and stair form building construction crowd framework on support column; The quadra structure that outer body of wall is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame structure outside; The base is inboard in frame structure; Be provided with some horizontal vertical staggered reinforcing bars in the frame structure; End reinforced being fixed on the angle steel; Be preset with the opening of door, window on the horizontal vertical reinforcing bar that interlocks of part wall face, opening edge is along welded reinforcement;
Thicker cement layer is poured in lower shoe bottom at building construction crowd framework, is coated with adsorption layer on the bar construction of top board or upper plate, and on adsorption layer, spraying has three to close the material whitewashing; The reinforcing bar of interior metope is positioned at the inner one side of building structure and is provided with heat-sink shell, is coated with adsorption layer on the heat-sink shell, and on adsorption layer, spraying 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 through door and window; Can also breathe freely through 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, and are primarily aimed at the consumption of cement, adopt building structure of the present invention to practice thrift the cement use amount more than 20% than prior art.4 because frame structure 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, saves the time more than 20% than traditional building structure construction progress.
Description of drawings
Fig. 1 is the vertical view of top board;
Fig. 2 is the steel work sketch map of upper plate;
Fig. 3 is the stereogram of side fascia or lower shoe steel work;
The steel work sketch map 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 is for strengthening angle steel and supporting the vertical view that angle steel formation cross section forms " T " shape;
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 crowd 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 following:
Shown in Fig. 1 ~ 7: frame construction A: it comprises upper plate 11, lower shoe 12 and supports 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 to replace; A side that is not connected with the angle steel base in the side of angle steel is towards the quadra structure outside, and the base is inboard in the quadra structure, is provided with in the quadra structure laterally or the support channel-section steel 14 that vertically distributes; 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 through bolt, and 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 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, cooperates and supports 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; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside, and the base is inboard in frame construction, is convenient to fixing 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 side direction in frame construction is not up on the angle steel base of upper plate; The side direction in frame construction is not 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 on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, 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 supports angle steel, and top board be the quadra structure that is formed by four i iron or channel-section steel or angle steel welding, in frame construction, is provided with horizontal stroke, indulges the channel-section steel of distribution; 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 is 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 direct water, realizes the effect of draining through the structure of channel-section steel; Lower shoe is the quadra structure that is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside, and the base is inboard in frame construction, is 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 side direction in frame construction is not down on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, the transverse reinforcement two ends are fixed on to be supported on the angle steel, and the two ends of longitudinal reinforcement are separately positioned on the transverse channel steels of top board and the horizontal angle steel of 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 crowd by frame construction A and frame construction B are transversely arranged; Between adjacent frame structure A and crowd 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 through 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 " shape, 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, and " T " shape 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 each other; 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 forms 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 frame construction A and the frame construction B, also can adopt other mode to connect, as welding etc.
By frame construction A be connected with frame construction B accomplish after; Fixed outer wall body 30 and stair 32 form building construction crowd framework on support column; Outer body of wall is by the quadra structure that four angle steel welding form, and a side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside, and the base is inboard in frame construction; Be provided with some horizontal vertical staggered reinforcing bars in the frame construction; End reinforced being fixed on the angle steel, the horizontal opening that is preset with door, window on the staggered reinforcing bar of indulging of part wall face, opening edge is along welded reinforcement.
Pour thicker cement layer 21 in the lower shoe of building construction crowd 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, on adsorption layer, spraying has three to close material whitewashing 5; The reinforcing bar of interior metope is positioned at the inner one side of building structure and is provided with heat-sink shell 22, is coated with adsorption layer 4 on the heat-sink shell, and on adsorption layer, spraying 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; In strengthening cylinder, be provided with reinforcing bar and pouring cement, 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; Interior metope is provided with the transverse reinforcement support column, and described transverse reinforcement support column is positioned at the corresponding position of support column, and the transverse reinforcement support column is connected with support column through 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 through 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 with the angle steel at support column or frame construction edge through bolt; The frame body crowd outside also is provided with balcony 31, and described balcony constitutes frame construction by angle steel, inner distribute horizontal vertical staggered reinforcing bar or flat steel; The blank space that is not distributed with reinforcing bar or flat steel in the frame construction 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 through 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; Strengthen the effect that muscle can play support, increase 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 crowd 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 following:
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; A side that is not connected with the angle steel base in the side of first angle steel is towards the quadra structure outside; The base is inboard in the quadra structure; Be provided with in the frame construction laterally or the support channel-section steel that vertically distributes, described channel-section steel is placed on the first angle steel base and is connected with the first angle steel base through bolt, also is provided with in the frame construction and support the vertical of channel-section steel and to pass the reinforcing bar of support channel-section steel; Lower shoe is the quadra structure that is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside; The base is inboard in frame construction; 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 side direction in frame construction is not up on the angle steel base of upper plate; The side direction in frame construction is not 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 on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, 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 supports angle steel that top board is the quadra structure that is formed by four channel-section steel welding, in frame construction, is 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, is provided with opening on the lateral wall of the channel-section steel that constitutes framework; Lower shoe is the quadra structure that is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame construction outside, and the base is inboard in frame construction, is 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 side direction in frame construction is not down on the angle steel base of lower shoe; 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; On interior metope, be distributed with horizontal vertical staggered reinforcing bar, the transverse reinforcement two ends are fixed on to be supported on the angle steel, and the two ends of longitudinal reinforcement are separately positioned on the transverse channel steels of top board and the horizontal angle steel of 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 crowd by frame construction A and frame construction B are transversely arranged; Between adjacent frame structure A and crowd 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 through 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 " shape, 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, and " T " shape 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 each other;
Vertically superpose by frame construction A and to arrange that to form the room high,, adopt bolt to connect upper plate, lower shoe between the adjacent frame construction A, between frame construction A and the frame construction B upper plate, lower shoe employing bolt are connected at top layer connecting frame structure B;
The integral body that is connected with frame structure B by frame structure A; Fixed outer wall body and stair form building construction crowd framework on support column; The quadra structure that outer body of wall is formed by four angle steel welding; A side that is not connected with the angle steel base in the side of angle steel is towards the frame structure outside; The base is inboard in frame structure; Be provided with some horizontal vertical staggered reinforcing bars in the frame structure; End reinforced being fixed on the angle steel; Be preset with the opening of door, window on the horizontal vertical reinforcing bar that interlocks of part wall face, opening edge is along welded reinforcement;
Lower shoe bottom at building construction crowd framework is provided with cement layer, is coated with adsorption layer on the bar construction of top board or upper plate, and on adsorption layer, spraying has three to close the material whitewashing; The reinforcing bar of interior metope is positioned at the inner one side of building structure and is provided with heat-sink shell, is coated with adsorption layer on the heat-sink shell, and on adsorption layer, spraying 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, and the two ends of supplemental support angle steel are connected to upper plate and lower shoe or lower shoe and top board, and interior metope is provided with the transverse reinforcement support column; Described transverse reinforcement support column is positioned at the corresponding position of support column, and the transverse reinforcement support column is connected with support column through 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 with the angle steel at support column or frame construction edge through bolt; The frame body crowd outside also is provided with balcony; Described balcony constitutes frame construction by angle steel, inner distribute horizontal vertical staggered reinforcing bar or flat steel, and the blank space that is not distributed with reinforcing bar or flat steel in the frame construction 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; Spraying on the adsorption layer has cement mortar, and balcony is connected through bolt with inside wall, below balcony, is 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.
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.
CN2010102833435A 2010-12-24 2010-12-24 Split mounting type building Expired - Fee Related CN101984206B (en)

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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
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101100875A (en) * 2007-08-01 2008-01-09 德胜(苏州)洋楼有限公司 Composite type multi-layer wooden structure mobile house
CN101210460A (en) * 2006-12-31 2008-07-02 深圳赤晓组合房屋有限公司 Full assemble type base station house body

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101210460A (en) * 2006-12-31 2008-07-02 深圳赤晓组合房屋有限公司 Full assemble type base station house body
CN101100875A (en) * 2007-08-01 2008-01-09 德胜(苏州)洋楼有限公司 Composite type multi-layer wooden structure mobile house

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