CN87103631A - The building construction method of composite building - Google Patents
The building construction method of composite building Download PDFInfo
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- CN87103631A CN87103631A CN87103631.2A CN87103631A CN87103631A CN 87103631 A CN87103631 A CN 87103631A CN 87103631 A CN87103631 A CN 87103631A CN 87103631 A CN87103631 A CN 87103631A
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- adiabatic
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- side wallboard
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Abstract
The present invention is that relevant inside is the building construction method of the composite building of concrete structure for wooden construction, outside.The homogeneous wood structures that invention has used factories such as adiabatic ground panel, adiabatic framed side wallboard, adiabatic ceiling floor to manufacture, and the inner formword that adiabatic framed side wallboard is double to be used when having done placing of concrete.Thereby the present invention can not only not use machineries such as crane, and this composite building also has good thermal insulation and sound insulation property simultaneously.
Description
The present invention is that relevant inside is the building construction method of the composite building of concrete structure for wooden construction, outside.
In prior art, wood structure building has short-term and is completed and this advantage of well-ventilated.But can not build firmly with the building unit that factory manufactures, therefore exist problem on intensity, it is inconvenient that exterior wall is built up concrete structure.The key material of concrete structure is reinforcing bar, reinforcing bar fully, and uses inner formword, exterior sheathing etc. when placing of concrete, thereby the advantage that can be built into solidly constructed building is arranged, but also has disadvantage or problem.Install and remove the operation of inside and outside two kinds of templates as needs, under construction as use machinery such as crane, the duration must prolong, and also needs broad operating space simultaneously.
The present invention is conceived to these problems and makes, the object of the invention is to provide use prefabricate typing timber buildings member, build up the inner firm wooden construction that is in a short time, the outside is the composite building of concrete structure, even do not use simultaneously machinery such as crane also can build up the building construction method scheme of composite building; And the building construction method scheme that can build the good composite building of heat-insulating property, sound insulation property.
Technical solution of the present invention is to set up pillar in the appropriate location on basis, and on the inside extension in this basis, all set up the bottom insulated floor of manufacturing by adiabatic ground panel, and on this insulated floor, build the bottom concrete slab, on the peripheral position of this concrete slab, set up the adiabatic framed side wallboard that polylith double as bottom template is used side by side, will be placed on thermal insulation material the outside this moment, space segment is placed on the inboard, and on this thermal insulation framed side wallboard, set up the adiabatic ceiling of bottom along the adiabatic ceiling floor of elongated usefulness, between the adiabatic framed side wallboard that bottom is used with exterior sheathing and double as bottom inner formword and above the adiabatic ceiling behind the placing of concrete, build bottom with concrete side wall and upper strata concrete floor, use on the peripheral position of concrete floor on the upper strata then, set up the adiabatic framed side wallboard that double as upper strata inner formword is used side by side, will be placed on thermal insulation material the outside this moment, space segment is placed on the inboard, on this thermal insulation framed side wallboard, along the elongated adiabatic ceiling in upper strata that sets up, between the adiabatic framed side wallboard that the upper strata is used with exterior sheathing and double as upper strata inner formword and the upper strata with adiabatic ceiling above placing of concrete, build the upper strata concrete side wall, and further build the upper strata concrete floor.Below carry out above-mentioned bottom building construction method repeatedly, build the upper strata successively, after on the concrete roof plate of the superiors roof being set, remove exterior sheathing.
The present invention is because the homogeneous timber buildings member that uses factories such as adiabatic ground panel, adiabatic framed side wallboard, adiabatic ceiling floor to manufacture, therefore can build firm wood structure building, even and the outside is built into concrete structure, also need not to worry to damage inner wood structure building.And these building units are made of wooden, thermal insulation material etc., because of in light weight, even do not use machinery such as crane, and the fortune that also can make progress simply dress.Make adiabatic framed side wallboard double as inner formword simultaneously, when placing of concrete, use, and needn't remove, directly use as wood structure building.Therefore,, also can operate, simultaneously, thereby have the effect that to build efficiently, be completed between short-term because adiabatic framed side wallboard needn't be removed if the scope of operation is narrow.In addition the composite building of being built be with thermal insulation material be placed on the outside, space segment is placed on the inboard, build up the adiabatic framed side wallboard that one side is equipped with thermal insulation material, another side formation space segment, therefore not only given play to the insulation effect of outside thermal insulation material, but also given play to inner space insulation effect and defening effect partly, obtained the effect that heat-insulating property is rather superior and sound insulation property is also superior.
Describe according to the formation of using member, the inferior ordered pair embodiments of the invention of building construction method below.
As in the public clear 53-9003 communique of spy shown in the motion, basis (1) is built up with building stones (102) many bases by junction plate (103) with the bolt connection, go up the outstanding inside extension (101) of building simultaneously in position, at a plurality of inside extensions (101) along the elongated insulated floor (3) of setting up, this above plate concrete slab (4) and be laid in grade beam (15) on this plate etc., therefore upwards bury anchor bolt (16) underground at inside extension (101), and on bolt fastening nut, set up insulated floor (3) etc. then.On the appropriate location on basis (1), set up pillar (2), it is embedded within bottom usefulness and the upper strata usefulness concrete side wall (8) and (12).Pillar (2) may be thought of as well-known pillar described in the real public clear 58-41236 communique or the structure shown in the 3rd figure etc., is about to the L-shaped framework (201) of framework or plane that the plane is square and flatly is fixed up with the L-shaped many vertical angle steel (202) in plane; Or shown in the 11st figure, the vertical angle steel (202) that the plane is H shape is based upon on the joint cover (201) of level.Under the previous case shown in the 3rd figure, adopt the bottom is embedded in method for building up on the basis (1).Under the latter event shown in the 11st figure, adopt joint cover (201) is installed in method for building up on the anchor bolt (203) that basis (1) projects upwards above with nut (as shown in the figure).Pillar (2) constitutes with above-mentioned framework (201) and angle steel (202), or only uses angle steel (202) to constitute, and its reason is concrete mobile reduction of watering in order to prevent, and guarantees itself and concrete good adherence.Insulated floor (3) is to enclose frame (302 ') in setting on a face of plank (301 '), and in this encloses frame, fill the thermal insulation material of making by foamed resin (for example passing through the carbamate resins of HIGH PRESSURE TREATMENT) (303 ') and make, meanwhile, right quantity is set in the opposite flank of plank (301 ') does not have the adiabatic ground panel (301) that illustrated grid is made, the elongated thermal insulation material packed layer of upwards installing in inside extension (101) upper edge on basis (1) forms by anchor bolt (16) setting.The adiabatic framed side wallboard (5) that double as lower floor inner formword is used, be be provided with on the two sides of plank (501 ') by perpendicular batten or (with) batten (502 ') formed of ledger strip, and make frame (503 ') round full week, on a face, fill the thermal insulation material of making by foamed resin (for example carbamic acid resin) (501) again, and be to make space segment (502) between the many battens (502 ') on the another side, thereby constitute whole.The usefulness of this adiabatic framed side wallboard (5) double as inner formword when placing of concrete, if common inner formword, will remove after the concrete setting of being watered so, but this adiabatic framed side wallboard (5) just needn't be removed, on the surface of many battens (502 '), paste suitable interior decorations (504 ') such as shop metope, thereby as interior wall.If on the surface of many battens (502 '), carry out interior decoration (504 '), so at space segment (502) just can form air layer, and with this space segment as soundproof course and heat insulation layer, can improve effects such as sound insulation and thermal insulation.The framed side wallboard that the double as inner formword is used (5), nail joint is held on ground Beam (15) as required, and ground Beam (15) is arranged on the peripheral position of bottom with concrete slab (4), and pillar (17) nail joint that will be based upon suitable positions such as the vertical side of this plate (5) itself is used and is inserted on ground Beam (15)
Set up Deng mounting method, though to build placing of concrete, also unlikelyly cause distortion, phenomenon such as go bad.Also have, the framed side wallboard (5) that polylith double as inner formword is used nail joint mutually firmly, stably engages and forms integral body.Adiabatic ceiling (6) is the ceiling that bottom is used, and is made of the structure explanation in front of this ceiling floor and this beam purlin with beam purlin (18) adiabatic ceiling floor (601) and bottom.Adiabatic ceiling floor (601) is to enclose frame (602 ') round a face setting of plank (601 '), enclose the thermal insulation material (603 ') that filling is made by foamed resin (for example carbamic acid resin) in the frame at this, and after enclosing the bolt that ground, upper strata Beam (20) usefulness is set on the frame (602 '), constitute, and on beam purlin (18), upwards connect airtight laying thermal insulation material packed layer.The beam purlin (18) that bottom is used is that parallel back, beam purlin (1802) of setting up right quantity constitutes between the subtend frame that encloses frame (1801), and be erected on the adiabatic framed side wallboard (5) that the double as inner formword uses, nail joint is on the frame (503 ') of this thermal insulation framed side wallboard, thereby stable engagement becomes as a whole.Then, on the beam purlin (18) on be erected at the adiabatic framed side wallboard (5) that the double as inner formword uses, lay adiabatic ceiling floor (601), thereby constitute adiabatic ceiling (6).The exterior sheathing (7) that bottom is used and the upper strata is used can be made and the general same structure of exterior sheathing, removes gradually along with concrete the solidifying of being watered.The upper strata is on the top of bottom with exterior sheathing (7) with exterior sheathing (7), directly extend after template coupled together in bottom with exterior sheathing (7) on, also can on scaffold, freely assemble the bottom exterior sheathing of having removed (7), utilize with exterior sheathing (7) as the upper strata.Concrete one side (8) is that bottom is used, and build with concrete slab (9) with the upper strata of using as ground, upper strata to become one.
The adiabatic framed side wallboard (10) that double as upper strata inner formword is used is the works with thermal insulation material (1001), space segment (1002) and pillar (22) etc., and is that the adiabatic framed side wallboard (5) used with double as bottom inner formword is identical, is the plate of thermal insulation structure.The above-mentioned adiabatic framed side wallboard of polylith (10) is that thermal insulation material (1001) is placed on the outside, and space segment (1002) is placed on the inboard, is based upon and is located on the ground Beam (20) of upper strata with the peripheral position of concrete slab (9).The method for building up that utilizes the adiabatic framed side wallboard (5) that method etc. all uses with double as lower floor inner formword of method for building up in this case and space segment (1002) and space segment utilize method etc. identical, be that pillar (22) is based upon on the ground Beam (20).When further building the room on the upper strata, adiabatic ceiling (11) constitutes equally with the adiabatic ceiling (6) that aforementioned bottom is used, when still more the upper strata becomes garret, then by constituting with the different structure of adiabatic ceiling (6) with bottom.Therefore, here with regard to shown in the 9th figure, the 10th figure, the adiabatic ceiling (11) when more the upper strata becomes garret describes.To be the upper strata of will make clathrate or ladder shape be erected on the adiabatic framed side wallboard (10) that double as upper strata inner formword uses with beam purlin (21) adiabatic ceiling (11), and on this beam purlin lay plank (1101), the thermal insulation material that lay is made by foamed resin on this plank (1102) and constituting is again further built the concrete slab (13) of upper strata with (garret with) then on this thermal insulation material.In addition, with the upper strata with beam purlin (21) along the elongated method that is erected on the adiabatic framed side wallboard (10) that double as upper strata inner formword uses, be to adopt the upper strata is located at method on the frame (do not have and illustrate) of the adiabatic framed side wallboard (10) that double as upper strata inner formword uses with all frames of beam purlin (21) or body side frame.And in the end, the roof that will make (14) are installed in the concrete slab of using on the upper strata (13) construction of buildings of coming up again, and exterior sheathing is removed.Then ceiling floor (1103) is laid in the upper strata with on beam purlin (21).
Secondly, the two-layer building job practices with regard to illustrated example describes.
Pillar (2) is set up in appropriate location on basis (1), and on the inside extension in this basis (101), sets up insulated floor (3) along elongated with thermal insulation slab (301).Then, on this insulated floor, build bottom concrete slab (4), after this operation is finished, just at the peripheral position of bottom with concrete slab (4), set up the adiabatic framed side wallboard (5) that polylith double as lower floor inner formword is used side by side by ground Beam (15), will be placed on thermal insulation material (501) outside this moment, and space segment (502) is placed on the inboard.After the adiabatic framed side wallboard of above-mentioned polylith (5) is set up and finished, on these adiabatic framed side wallboards, set up bottom with adiabatic ceiling (6) along the adiabatic ceiling floor of elongated usefulness (601).Like this, after above-mentioned adiabatic framed side wallboard (5) set up securely, between the adiabatic framed side wallboard (5) that bottom is used with exterior sheathing (7) and double as lower floor inner formword and adiabatic ceiling (6) go up placing of concrete with build lower floor with concrete side wall (8) and upper strata with concrete slab (9).Then, the adiabatic framed side wallboard (10) that double as upper strata inner formword is used is based upon the peripheral position of upper strata with concrete slab (9) side by side by grade beam (20), and will be placed on thermal insulation material (1001) outside this moment, and space segment (1002) is placed on the inboard.After this, the elongated adiabatic ceiling of using on the upper strata (11) that sets up in above-mentioned adiabatic framed side wallboard (10) upper edge.After adiabatic ceiling (11) sets up and finishes, placing of concrete is gone up with adiabatic ceiling (11) between the adiabatic framed side wallboard of using with exterior sheathing (7) and double as upper strata inner formword on the upper strata (10) and upper strata, to build upper strata concrete side wall (12), and further build the upper strata with concrete slab (13), at last after roof (14) is set on this concrete slab, remove left exterior sheathing (7), building promptly comes to an end.
Building construction method of the present invention is not limited to build two one storey buildings of illustrated example, when the building built more than three layers, as long as level as required carries out above-mentioned bottom (one deck) building construction method repeatedly, just can be built into any floor, with building the adiabatic ceiling of the superiors with quadrat method with upper strata described above (two layers) adiabatic ceilings (11), and the installation roof, just can build the composite building of any floor more than three layers.
Be simple declaration below to accompanying drawing.
The 1st figure (a) is the skeleton diagram of building construction method of the present invention to (e).The 2nd figure is a foundation plan.The 3rd figure to the 9 figure are in the imaginary drawing of expression the 2nd a figure part, the amplification oblique drawing of building construction method of the present invention.The 3rd figure is the basis.The 4th figure is the bottom insulated floor.The 5th figure is the bottom side wall.The 6th figure and the 7th figure are the adiabatic ceiling of bottom.The 8th figure is bottom concrete side wall and upper strata concrete slab and a upper strata side wall.The 9th figure is the adiabatic ceiling of upper strata concrete side wall and upper strata, further represents the construction order of upper strata concrete slab.The 10th figure is the adiabatic ceiling in upper strata, further is illustrated in the longitudinal plan of upper strata with installation roof state on the concrete slab.The 11st figure be bottom with and the drawing in side sectional elevation of the adiabatic framed side wallboard used of double as upper strata inner wall panel.The 12nd figure is the part amplification oblique drawing on the basis of another example of expression.
Among the figure: (1) basis
(101) inside extension
(2) pillar
(3) insulated floor
(301) adiabatic ground panel
(4) bottom concrete slab
(5) the adiabatic framed side wallboard used of double as bottom inner formword
(501) thermal insulation material
(502) space segment
(6) the adiabatic ceiling of bottom
(601) adiabatic ceiling floor
(7) bottom is with exterior sheathing, upper strata exterior sheathing
(8) bottom concrete side wall
(9) upper strata concrete slab
(10) the adiabatic framed side wallboard used of double as upper strata inner formword
(1001) thermal insulation material
(1002) space segment
(11) the adiabatic ceiling in upper strata
(12) upper strata concrete side wall
(13) upper strata concrete slab more
Claims (1)
1, a kind of construction techniques of composite building, it is characterized in that, pillar is set up in appropriate location on the basis, and on the inside extension in this basis, all set up the bottom insulated floor of manufacturing by adiabatic ground panel, on this insulated floor, build the bottom concrete slab, on the peripheral position of this concrete slab, set up the adiabatic framed side wallboard that polylith double as bottom inner formword is used side by side, will be placed on thermal insulation material the outside this moment, space segment is placed on the inboard, and set up the adiabatic ceiling of bottom at the adiabatic ceiling floor of this elongated usefulness in thermal insulation framed side wallboard upper edge, placing of concrete between the adiabatic framed side wallboard that bottom is used with exterior sheathing and double as bottom inner formword and above the adiabatic ceiling, build bottom with concrete side wall and upper strata concrete floor, use on the peripheral position of concrete slab on the upper strata then, set up the adiabatic framed side wallboard that double as upper strata inner formword is used side by side, will be placed on thermal insulation material the outside this moment, space segment is placed on the inboard, the elongated adiabatic ceiling in upper strata that sets up in this thermal insulation framed side wallboard upper edge, between the adiabatic framed side wallboard that the upper strata is used with exterior sheathing and double as upper strata inner formword and the upper strata with adiabatic ceiling above placing of concrete, build the upper strata concrete side wall, and further build the upper strata concrete floor, below carry out above-mentioned bottom building construction method repeatedly, build the upper strata successively, after on the concrete roof plate of the superiors roof being set, remove exterior sheathing.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31544786A JPS63167826A (en) | 1986-12-29 | 1986-12-29 | Construction method of composite building |
| JP315447/86 | 1986-12-29 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN87103631A true CN87103631A (en) | 1988-07-13 |
| CN1014438B CN1014438B (en) | 1991-10-23 |
Family
ID=18065477
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 87103631 Expired CN1014438B (en) | 1986-12-29 | 1987-05-19 | Method of construction of compound building |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JPS63167826A (en) |
| CN (1) | CN1014438B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808457A (en) * | 2011-05-31 | 2012-12-05 | 三泽住宅株式会社 | Insulation structure of a wooden construction |
| CN103541444A (en) * | 2013-10-30 | 2014-01-29 | 上海交通大学 | Thermal insulation structure for high-low temperature environment simulation test box |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3373076B2 (en) * | 1995-02-17 | 2003-02-04 | トヨタ自動車株式会社 | Wear-resistant Cu-based alloy |
-
1986
- 1986-12-29 JP JP31544786A patent/JPS63167826A/en active Granted
-
1987
- 1987-05-19 CN CN 87103631 patent/CN1014438B/en not_active Expired
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102808457A (en) * | 2011-05-31 | 2012-12-05 | 三泽住宅株式会社 | Insulation structure of a wooden construction |
| CN103541444A (en) * | 2013-10-30 | 2014-01-29 | 上海交通大学 | Thermal insulation structure for high-low temperature environment simulation test box |
| CN103541444B (en) * | 2013-10-30 | 2016-04-06 | 上海交通大学 | For the insulation construction of high-low temperature environment simulation test box |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0562178B2 (en) | 1993-09-07 |
| JPS63167826A (en) | 1988-07-11 |
| CN1014438B (en) | 1991-10-23 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C13 | Decision | ||
| C14 | Grant of patent or utility model | ||
| C15 | Extension of patent right duration from 15 to 20 years for appl. with date before 31.12.1992 and still valid on 11.12.2001 (patent law change 1993) | ||
| C19 | Lapse of patent right due to non-payment of the annual fee |