CN2225505Y - Box structure for assembling house by one-step hoisting forming room - Google Patents
Box structure for assembling house by one-step hoisting forming room Download PDFInfo
- Publication number
- CN2225505Y CN2225505Y CN 95224589 CN95224589U CN2225505Y CN 2225505 Y CN2225505 Y CN 2225505Y CN 95224589 CN95224589 CN 95224589 CN 95224589 U CN95224589 U CN 95224589U CN 2225505 Y CN2225505 Y CN 2225505Y
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- joint
- side fascia
- box structure
- linkage section
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Abstract
The utility model relates to a box structure for assembling a house with spacing by one-step hoisting forming, which comprises an inner panel, an outer panel and a joint column. Reinforced concrete is used for prefabricating a box-type structure prefabricated part mainly having a hexahedral shape, wherein double-layer double-direction mesh reinforcement is exposed out of both ends of the reinforced concrete, and the box-type structure prefabricated part is composed of the inner panel, the outer panel and the joint connecting section of the two panels. The revealed double-layer double-direction mesh reinforcement of the inner and the outer panels extends into an adjacent connecting column, which increases the construction speed of a house on site greatly. Persons occupied on site and construction period are only 20 percent to 30 percent of those of an original used wall column structure. The utility model has the advantages of environmental protection, and reduction of carrying quantity of building materials and garbage. Meanwhile, a house bay can be formed by hoisting once.
Description
The utility model relates to the prefabricated units that building construction is used, and especially once lifts the case structure by reinforced concrete prefabricated wallboard and the combination of interior collar tie beam ground plate of the moulding house standard width of a room in an old-style house.
Chinese population is numerous, and per capita land area is less, and in order to improve the people's livelihood as early as possible, the improvement of habitat condition is important aspects.Build dwelling house in the intensive area of town dweller, the subject matter that relates to has, and resident's resettlement problem because long construction period is torn circuitous resident open and is not easy to obtain to make appropriate arrangements, wishes to improve as early as possible the habitat condition that change because of removal urgently in the removal time; Building construction has occupied a large amount of arable lands with brick, and influence was amassed with regard to very low land use per capita originally; Need in the work progress to transport a large amount of constructional materialss, transport a large amount of construction wastes and dregs; Mega structure construction team be need in a considerable time, keep, thereby inhabitation, life, the traffic problems of this temporary building construction team brought; Such as above-mentioned, increased pressure all for the city municipal administration.
Chinese invention patent application number CN1063135 " fastening technique for integral hoisting rib plate concrete " proposes that a kind of one side is smooth, the big plate of three limits and middle band wall rib, on-site consolidation, integral hoisting, cancelling template and scaffold and anchor clamps for the scene provides the beginning preferably.During assembly unit, each room is a unit to this technology at the scene, makes during assembly unit that inside and outside wallboard is harmonious, rib is relative with rib.This structure on-site consolidation, cast-in-place concrete workload are all very big, and main shaped component is the single face wallboard, so still exist the site work amount big, and the problem that the construction period is long.
The purpose of this utility model is to propose a kind of moulding box structure prefabricated units in assembly unit house at interval that once lift, and it cooperates the joint pin of perfusion on the spot to use.In housing construction, whole stressed, reduce lifting number of times, improve shock resistance, quicken construction speed, reduce the constructor, protection environment, the thermal and insulating performance of increase building construction.
Utility model is achieved in that a kind of moulding box structure in assembly unit house at interval that once lifts, comprise and reserve door opening 3, the side fascia 1 of window opening 4, inner wall panel 2, joint pin 5 ', 6 ', it is characterized in that: the cored steel reinforced concrete precast wall panel 1 that exposes double-layer double-direction steel mesh reinforcement 11 by two ends, the reinforced concrete prefabricated inner wall panel 2 of hollow of double-layer double-direction steel mesh reinforcement 21 is exposed at two ends, two side fascia joint linkage sections 5, two inner wall panels or in, side fascia joint linkage section 6 is formed the box structure prefabricated units, described inside and outside wall board expose steel mesh reinforcement 11,21 stretch into the joint pin of perfusion on the spot 5 ' 6 that links to each other with foundation ' in.Box structure is a kind of or its combination of A, B, C, D, E shape prefabricated units; A shape member is the prefabricated units of two blocks of side fascias 1, four inner wall panels 2, side fascia joint linkage section 5,6 combinations of inner wall panel joint linkage section; B shape member is a side fascia 1, five blocks of prefabricated units that inner wall panel 2, joint linkage section 6 are formed; C shape member is the side fascia 1 that double-layer double-direction steel mesh reinforcement 11 is exposed at two ends; D shape member is six inner wall panels 2.The prefabricated units that inner wall panel joint linkage section 6 is formed; E shape member is the prefabricated units of two blocks of side fascias 1,5 combinations of side fascia joint linkage section.Side fascia is that double-layer double-direction steel mesh reinforcement 11 is stretched out at two ends, by wineglass formula concrete rib 14 is set at interval, fills polyphenyl plate 12 near joint 5,6 places beyond the cloth muscle district, and all the other are reinforced concrete prefabricated board hollow or perlite filling tape 13.Inner wall panel 2 is that the reinforced concrete prefabricated board that double-layer double-direction steel mesh reinforcement 21, cloth muscle district are provided with rectangular hollow band 22 is in addition stretched out at two ends.Side fascia joint linkage section 5 is
Shape, the joint pin 5 that its straight line is closely connected to be poured into '.Inner wall panel joint linkage section 6 is
Shape, its long limit joint pin 6 closely connected to be poured into '.
The utlity model has following characteristics
1, improved existing house top board and wallboard and had only a little overlap joint only to bear the force-bearing situation of vertical force, increased structure integral rigidity and shock strength by post.
2, utilize large-scale hoisting mechanism once to lift, reduce lifting number of times and site operation work operations amount, thereby reduce the working procedure and the construction operation personnel of field operation significantly, and increased substantially construction speed, solve the many problems of interim constructor preferably.Main house body construction number and duration are 20-30% of original numbers, and finishing personnel and duration are 50% of original number and the durations.
3, help environmental protection, the on-site construction processes of original wall column structure is many, and quantity of refuse is big, and on average the quantity of refuse of each building square meter is 0.02m
3, and construction noise form to disturb surrounding resident, and the utility model has solved this puzzlement preferably.
4, construction quality is improved because of adopting the fixed form factorial construction, has cancelled plastering process and has changed direct spraying into as inner, external wall, and meticulous finishing has reduced the peeling phenomenon after using for many years.
The three-dimensional assembling of Fig. 1 the utility model individual layer schematic diagram
Fig. 2 A type structural upright generalized section (not comprising top cover)
Fig. 3 Type B structural upright generalized section (not comprising top cover)
Fig. 4 C type structural upright generalized section (side fascia)
Fig. 5 D type structural upright generalized section (combination of six inner wall panels does not comprise top cover)
Fig. 6 E type structural upright generalized section (combinations of two blocks of side fascias)
Fig. 7 the utility model structural representation
Fig. 8 inner wall panel and joint pin are faced generalized section
Fig. 9 side fascia joint pin and joint linkage section position concern schematic diagram
Figure 10 inner wall panel joint pin and joint linkage segment structure schematic diagram
Now further narrate structure of the present utility model and embodiment in conjunction with the accompanying drawings:
Referring to Fig. 1-10: by the side fascia 1 of reserving door opening 3 window opening 4, inner wall panel 2, the linkage section 5 of two side fascia joints, linkage section 6 between side fascia and inner wall panel or the inner wall panel, form whole box structure, this box structure can be in building site one piece lifting placed in position, at four jiaos of linkage sections 5 of box structure, 6 places, reserved joint pin 5 ', 6 ' the pouring position, treat side fascia 1, the exposed steel bar of inner wall panel 2 and joint pin 5 ', 6 ' reinforcing cage tie up firmly after, and each unit box structure is all after the relevant position of building structure is in place, joint pin 5 between the in-site pouring side fascia ', and connection side fascia 1 and inner wall panel 2, or the joint pin between the inner wall panel 26 ', these joint pins 5 ', 6 ' one by one several layers or multilayer pourings.Bond post 5 ' be the pentagon reinforced concrete structure.In its each corner main muscle 51 is set, joint pin 5 ' the both sides in abutting connection with side fascia 1 cooperate with the side fascia size.Joint pin 6 ' be the quadrangle reinforced concrete structure is provided with 4 main muscle and forms reinforcing cage with the structure muscle, joint pin 6 ' edge or inner wall panel 2 in abutting connection with inner wall panel 2 engage closely with the adjoining edge of side fascia 1.Joint pin 5 ', 6 ' all be connected with ground or ground cushion cap.
Side fascia 1 of the present utility model is a hollow Rectangular Plates of Reinforced Concrete, the non-cloth muscle of its long side direction cross section interval is every wine cup shape concrete cross rib 14 is set, side fascia near the purpose of the poly-stupid plate 12 of hollow section filling of joint pin 5 ' locate except heat-insulation and heat-preservation, also have and when lifting, strengthen the effect that linkage section supports.In the hollow location of two contiguous wine cup shape concrete cross ribs 14, be hollow section or filling perlite 13.Side fascia is arranged double-layer double-direction steel mesh reinforcement 11, exposes double-layer double-direction net sheet reinforcing bar 11 respectively in the two ends of side fascia.
The utility model adopts batch production to produce a plurality of operations that substitute the cast-in-site construction.In order to pour into a mould six box structures easily, need behind the pentahedron of having poured into a mould except that base plate, at the bottom of wall, expose two-layer steel mesh reinforcement, afterwards twice bottom board on ground again.The box structure base plate of one deck building waters post at the scene.
The utility model is according to using needs, house standard width of a room in an old-style house size, and the needs of door and window arranged have designed five types, adapt to the interval method construction.As Fig. 1, in the interval method construction, to the building structure of Unit 4, a building three standard widths of a room in an old-style house, first floor is A1, A2, C3, D4, C5, C6, B7, B8, B9, C10, E11, E12 according to lifting in proper order.The A template of typical floor is two blocks of side fascias and four inner wall panels except that Stall, connects the linkage section 5 of two blocks of side fascias, connects side fascia and inner wall panel, and the box structure formed of the linkage section 6 between two inner wall panels.Linkage section 5 is near the side fascia joint side
The shape concrete block, inner wall panel linkage section 6 is near the inner wall panel joint side
The shape concrete block.B shape box structure is a side fascia 1, five steel concrete overall structures that inner wall panel 2, inner wall panel joint linkage section 6 are formed.C type structure is a side fascia 1.D shape box structure is six inner wall panels, and the combining structure of inner wall panel joint linkage section 6.E shape structure is two, the combining structure of side fascia 1 and side fascia joint linkage section 5.Side fascia joint pin 5 is pentagonal configuration, treats box structure hoisting and locating one by one, joint reinforcing bar and joint pin binding reinforcing bars firmly after cast-in-site again.Figure 10 shows the joint linkage section and the connected mode of two adjacent box structures.Joint linkage section between two interior walls 2 is
Shape.The adjacent box structure in diagonal place is constructed simultaneously, together with 6 integral hoistings of joint changeover portion.It exposes the reinforcing bar 61 of steel mesh reinforcement and joint pin ' affixed, the last just joint joint pin 6 shown in the cast-in-site dotted line ' and the joint linkage section 6 of not placing top board one side.In lifting during the second layer, only need above first floor has the house standard width of a room in an old-style house C3, C5, C6, C10, E11, E12 of top board, not place the hexahedron box structure.After the mode of placing C shape structure on the B shape box structure makes up, pour into a mould joint pin again, can build multi-storey building with this.
In an embodiment: two side fascia joint joint pins 5 ' be the reinforced concrete member of cast-in-site, be pentagon, wherein arrange 5 φ, 12 main muscle 51 ', and press 200mm at interval the structure muscle of netted layout form reinforcing cage.Outward, inner wall panel or two inner wall panel joint joint pins 6 ' be quadrangle in-site pouring reinforced concrete post, the inherent quadrangle of post corner arrange four φ 12 main muscle 61 ', and φ 6 reticulated structure muscle that distribute by 200mm at interval.Being hexahedral box structure is 16m with the house standard width of a room in an old-style house
2Meter, gross weight is 15 tons.Inside and outside wallboard all adopts double-layer double-direction φ 4 net sheet muscle, at interval 200mm.
Claims (6)
1, a kind of moulding box structure in assembly unit house at interval that once lifts, comprise and reserve door opening (3), the side fascia (1) of window opening (4), inner wall panel (2), joint pin (5 '), (6 '), it is characterized in that: the cored steel reinforced concrete precast wall panel (1) that exposes double-layer double-direction steel mesh reinforcement (11) by two ends, the reinforced concrete prefabricated inner wall panel of hollow (2) of double-layer double-direction steel mesh reinforcement (21) is exposed at two ends, two side fascia joint linkage sections (5), two inner wall panels or in, side fascia joint linkage section (6) is formed the box structure prefabricated units, described inside and outside wall board expose steel mesh reinforcement (11), (21) stretch in the joint pin of perfusion on the spot (5 ') (6 ') that links to each other with foundation.
2, by the described moulding box structure in assembly unit house at interval that once lifts of claim 1, it is characterized in that: box structure is a kind of or its combination of (A), (B), (C), (D), (E) shape prefabricated units; (A) the shape member is the prefabricated units of two blocks of side fascias (1), four inner wall panels (2), side fascia joint linkage section (5), inner wall panel joint linkage section (6) combination; (B) the shape member is the prefabricated units of a side fascia (1), five inner wall panels (2), joint linkage section (6) composition; (C) the shape member is the side fascia (1) that double-layer double-direction steel mesh reinforcement (11) are exposed at two ends; (D) the shape member is six inner wall panels (2).The prefabricated units that inner wall panel joint linkage section (6) is formed; (E) the shape member is the prefabricated units of two blocks of side fascias (1), side fascia joint linkage section (5) combination.
3, by the described moulding box structure in assembly unit house at interval that once lifts of claim 1, it is characterized in that: side fascia is that double-layer double-direction steel mesh reinforcement (11) is stretched out at two ends, by the interval wineglass formula concrete rib (14) is set beyond the cloth muscle district, locate to fill polyphenyl plate (12) near joint (5), (6), all the other are hollow or the reinforced concrete prefabricated board of perlite filling tape (13).
4, by the described box structure that once lifts the moulding house standard width of a room in an old-style house of claim 1, it is characterized in that: inner wall panel (2) is that the reinforced concrete prefabricated board that double-layer double-direction steel mesh reinforcement (21), cloth muscle district are provided with rectangular hollow band (22) is in addition stretched out at two ends.
5, by the described moulding box structure in assembly unit house at interval that once lifts of claim 1, it is characterized in that: side fascia joint linkage section (5) is
Shape, the joint pin that its straight line is closely connected to be poured into (5 ').
6, by the described moulding box structure in assembly unit house at interval that once lifts of claim 1, it is characterized in that: inner wall panel joint linkage section (6) is
Shape, its long limit joint pin (6 ') closely connected to be poured into.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95224589 CN2225505Y (en) | 1995-10-27 | 1995-10-27 | Box structure for assembling house by one-step hoisting forming room |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 95224589 CN2225505Y (en) | 1995-10-27 | 1995-10-27 | Box structure for assembling house by one-step hoisting forming room |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2225505Y true CN2225505Y (en) | 1996-04-24 |
Family
ID=33871325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 95224589 Expired - Fee Related CN2225505Y (en) | 1995-10-27 | 1995-10-27 | Box structure for assembling house by one-step hoisting forming room |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2225505Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298946C (en) * | 2003-12-28 | 2007-02-07 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN102230315A (en) * | 2011-04-18 | 2011-11-02 | 有利华建筑预制件有限公司 | Prefabricated part and semi-prefabricated construction method for multistory building |
| CN102619334A (en) * | 2012-04-12 | 2012-08-01 | 张培霞 | Building method for frame-type building |
| CN101573495B (en) * | 2005-10-27 | 2013-05-22 | 克里斯蒂安·费里埃 | New type of building, method and device for erecting it |
| CN103993659A (en) * | 2014-04-27 | 2014-08-20 | 绍兴精工绿筑集成建筑系统工业有限公司 | Floor structural modules and assembling method thereof |
| CN104264798A (en) * | 2014-09-12 | 2015-01-07 | 北京首钢建设集团有限公司 | Method for constructing prefabricated cladding panel and steel frame column split joint seam |
| CN104343180A (en) * | 2013-07-28 | 2015-02-11 | 孙善骏 | Tubular unit assembly |
-
1995
- 1995-10-27 CN CN 95224589 patent/CN2225505Y/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1298946C (en) * | 2003-12-28 | 2007-02-07 | 昆明理工大学 | Steel-steel concrete fully prefabricated assembling structure |
| CN101573495B (en) * | 2005-10-27 | 2013-05-22 | 克里斯蒂安·费里埃 | New type of building, method and device for erecting it |
| CN102230315A (en) * | 2011-04-18 | 2011-11-02 | 有利华建筑预制件有限公司 | Prefabricated part and semi-prefabricated construction method for multistory building |
| CN102230315B (en) * | 2011-04-18 | 2012-08-22 | 有利华建筑预制件有限公司 | Prefabricated part and semi-prefabricated construction method for multistory building |
| CN102619334A (en) * | 2012-04-12 | 2012-08-01 | 张培霞 | Building method for frame-type building |
| CN104343180A (en) * | 2013-07-28 | 2015-02-11 | 孙善骏 | Tubular unit assembly |
| CN103993659A (en) * | 2014-04-27 | 2014-08-20 | 绍兴精工绿筑集成建筑系统工业有限公司 | Floor structural modules and assembling method thereof |
| CN103993659B (en) * | 2014-04-27 | 2016-08-24 | 浙江绿筑建筑系统集成有限公司 | A kind of floor structure module and assembling method thereof |
| CN104264798A (en) * | 2014-09-12 | 2015-01-07 | 北京首钢建设集团有限公司 | Method for constructing prefabricated cladding panel and steel frame column split joint seam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |