CN1317462C - Composite concrete building casing member and plate, and their combining method - Google Patents
Composite concrete building casing member and plate, and their combining method Download PDFInfo
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- CN1317462C CN1317462C CNB2005100131403A CN200510013140A CN1317462C CN 1317462 C CN1317462 C CN 1317462C CN B2005100131403 A CNB2005100131403 A CN B2005100131403A CN 200510013140 A CN200510013140 A CN 200510013140A CN 1317462 C CN1317462 C CN 1317462C
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- dowel
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Abstract
The present invention relates to a concrete building, particularly to a box type part and a plate of a light concrete building and a combined method thereof. The box type part is a pentahedron box type part compounded from light concrete and common concrete, and the pentahedron box type part does not comprise a veranda box and a stairway box. The exposed portion of the box type part is provided with a polystyrene foam heat insulating board with the thickness of 5cm to 6cm. Walls or top covers are light concrete prefabricated part plates of steam pressing powder coal reinforced aerated concrete or powder coal silicate (powder coal, cement and perlite) reinforced aerated concrete or are light concrete prefabricated part plates molded from one of the light concrete and general concrete. Pillars, beams and rib beams (slab ribs) of the box type part are common concrete prefabricated parts. The parts are inserted into combined templates of the box type part. Anchors of the parts are jointed, sliver spiral steel bars are bound, welded and inserted into holes of the anchors, and common concrete is cast for making the parts into a whole. The present invention has the advantages of simple structure, firmness, shock resistance, sound insulation, heat insulation, light dead weight, convenient mechanized construction and low cost, and can combine buildings with various shapes and various layouts.
Description
Technical field
The present invention relates to concrete structure, especially relate to composite concrete building casing member and plate and combined method thereof.
Background technology
Along with rolling up of China's dwelling construction and improving constantly of industrialization of construction industry degree, progressively stepping down from the stage of history particularly along with clay solid brick, the industrialization assembled architecture system of housing construction will develop and grow in strength, yet, the existing assembled large panel system of China, the big cast-in-place system of plate, framework light board system, have that body cost height, globality are poor, insulation, many shortcomings such as soundproof effect is low and complex process, field operation amount be big, seriously hinder its survival and development.External boxlike building structure, also because of complex process, from heavy, cost is high, makes up many reasons such as stiff, be difficult to apply.
Summary of the invention
The objective of the invention is at the above-mentioned problems in the prior art, provide a kind of technology simple, hang down high composite concrete building casing member of room rate and combined method thereof from heavy and light, cost.
The present invention is achieved by following technical scheme:
A kind of composite concrete building casing member, described casing member comprises plate, and described plate is for using aerated coal ash steel concrete, or with fly ash silicate aerating steel concrete, or add ordinary concrete, or add the molded light concrete of ordinary concrete with fly ash silicate and give the making sheet part with autoclaved fly ash; Be provided with post between the described plate, be provided with beam between described plate and the top cover, described post or beam are that ordinary concrete gives system.
The periphery of described plate is provided with the dowel that is used for joint pin or beam.
The two ends of described post or beam are provided with the n shape dowel that is used to connect usefulness.
Described n shape dowel is higher than the end face of described beam.
Another technical scheme of the present invention is:
A kind of combined method of composite concrete building casing member is made of following step:
1. use aerated coal ash steel concrete, or with fly ash silicate aerating steel concrete, or add ordinary concrete, or add ordinary concrete with fly ash silicate and give the light concrete plate of system with autoclaved fly ash;
2. above-mentioned plate is inserted in the gang form, the butt joint dowel carries out watchman's wooden clapper and pricks, welds, inserts spiral reinforcement in dowel;
3. pour into a mould joint with ordinary concrete, post between formation plate and the plate or the beam between plate and the top cover promptly constitute composite concrete building casing member.
The invention has the beneficial effects as follows: the building of various ways capable of being combined and layout, also can on this basis, change a little, use casing member: replace whole inside and outside wallboards and give the system beam, be equipped with a spot of big floor and stair tread, form box, plate combined system based on casing member.As adopt then box structure of this system, and can will there be a small amount of box body to develop into tetrahedron or trihedral according to the layout needs from pentahedron, the light concrete member that promptly has one or both sides to play the infilled wall effect is cancelled.In addition, construct simple and easy, firm, account for that wall area is little, usable floor area is big, the architectural space flexible arrangement, integral rigidity is good, security performance is good, antidetonation, the sound-insulating effect is good, the field operation amount is little, template simple, 10 tons of combination flexible, maximum member (JH 39*54 first) less thaies, adapt to existing lifting appliance fully, from heavy and light, foundation load is light, construction is convenient, labour intensity is low, be convenient to mechanization production, construction, technology are easy, goes out room rate height, cost is low.
Description of drawings
Fig. 1 is the structural representation of principal rooms of the present invention;
Fig. 2 is the structural representation in a kitchen of the present invention;
Fig. 3 is the independent adapted plate of a present invention schematic diagram.
The specific embodiment
See above-mentioned accompanying drawing the present invention's one concrete structure as can be known: its casing member is five light concrete structures 1, top board 4 and ordinary concrete post 5, beam 6 and girt strip (rib of slab) (not shown) by 2,3, light-duty concretes of aerated coal ash steel concrete of body of wall of the light concrete aerated coal ash steel concrete in front, rear, left and right four sides, borrow rib dowel 7 wherein to insert, dock with 8, template cast ordinary concrete is in aggregates, and the polystyrene foam heat-insulating board 9 of the thick 5cm of topped its face is housed on the exposed face of member.
, by designing requirement its light concrete member is inserted in gang form more earlier, pour into a mould the C25 ordinary concrete and become the boxlike composite component by the light concrete wall 2 of the required casing member of producing of user and 3 and floor 4 members.
Light concrete technology index: unit weight＜600 kilograms per cubic meter compressive strength＞25 kilogram/square centimeter (new mark: Mpa＞2.5, density rating＜600 kilograms per cubic meter)
Combined method:
Give the system beam installation, its underpart fulcrum be board-like bracket embedded part (at the ad-hoc location of respective post, but direct-burried, also can weld) top is by giving the system n shape dowel that is higher than its face of beam and (epithelium) frame force rib, anchor in the concrete post 5,, form integral body with post by watering the C25 ordinary concrete;
When the concrete post appears in big floor installation site, local recessed, handle by cutting short plate;
Treat that last layer installs, penetrate the rectangle muscle, cast ditch and groove make whole members be linked to be integral body, when body of wall is arranged at muscle top, after this layer member installs, penetrate rectangular muscle and colligation, must not influence its insertion but should avoid the upper strata dowel,
Unit combination list 1 (in mm)
A type unit series of combination basal conditions:
House type: one lift with two users, two inclined to one side lists (two Room, two Rooms, Shuan Tai, kitchen, defend).
A---1 type: outside, (minimum basic unit) unit size: 13500*9600 (balcony is meter in addition)
Long (standard width of a room in an old-style house): 3000+2400+2700+2400+3000=13500
3000-3750+3750+3000＝13500
Wide (depth): 4200+2100+3300=9600
A---(1-90) outside, type unit size: (this only refers to outside, unit size, and cell layout's variation is difficult to counting) (13500+300n (n＜10)) * [9600+300n (n＜9)].
Type B unit series of combination basal conditions:
House type: one lift with two users; One cover is single partially; One cover three-bed room (partially: two Room, two Rooms are defended in pairs, kitchen, built-in wardrobe)
B---1 type: outside, (minimum basic unit) unit size: 16200*9900 (balcony is meter in addition)
Long (standard width of a room in an old-style house): 3000+3600+3000+3600+3000=16200
3000+1500+2100+2)700+2100+1800+3000＝16200
Wide (depth): 4200+2400+3300=9900
B---(1-117) outside, type unit size: [16200+300n (n＜13)] * [9900+300n (n＜9)]
Unit combination list 2 (in mm)
C type series unit combination basal conditions:
House type: terraced three families, two is single partially, in one solely
(kitchen is defended for one Room, inclined to one side 1: two Room, two platforms), (kitchen is defended, platform for inclined to one side 2: two Room, two Rooms), (solely: one Room, a Room, the kitchen is defended, platform)
C---1 type: outside, (minimum basic unit) unit size: 15600*10500 (balcony is meter in addition)
Long (standard width of a room in an old-style house): 3300+3600+2100+3300+3300=15600
3000+1800+2700+1800+3300+3000＝15600
Wide (depth): 5100+2100+3300=10500; (3600+3900+3000=10500)
C---(1-90) outside, type unit size: [15600+300n (n＜10)] * [10500+300n (n＜9)]
D type series unit combination basal conditions: house type: a stair four-door, two is inclined to one side, in two solely (partially: two Room, two Rooms, two platforms, the kitchen is defended, built-in wardrobe); (solely: one Room, a Room, kitchen built-in wardrobe)
D---outside, 1 type (minimum basic unit) unit size: 20100*9900 (balcony is meter in addition)
Long (standard width of a room in an old-style house :) 3000+3000+4050+4050+3000+3000=20100
3000+3600+2100+2700+2100+3600+3000＝20100
Wide (depth): 4200+2100+3600=9900
D---(1-140) outside, type unit size: [20100+300n (n＜14)]
*[9900+300n(n＜10)]。
Claims (8)
1, a kind of composite concrete building casing member, it is characterized in that: described casing member comprises plate, described plate is for using aerated coal ash steel concrete, or with fly ash silicate aerating steel concrete, or add ordinary concrete, or add the molded light concrete of ordinary concrete with fly ash silicate and give the making sheet part with autoclaved fly ash; Be provided with post between the described plate, be provided with beam between described plate and the top cover, described post or beam are that ordinary concrete gives system.
2, composite concrete building casing member according to claim 1 is characterized in that: the periphery of described plate is provided with the dowel that is used for joint pin or beam.
3, composite concrete building casing member according to claim 1 is characterized in that: the two ends of described post or beam are provided with the n shape dowel that is used to connect usefulness.
4, composite concrete building casing member according to claim 3 is characterized in that: described n shape dowel is higher than the end face of described beam.
5. a combined method that realizes the described composite concrete building casing member of claim 1 is characterized in that, is made of following step:
1. use aerated coal ash steel concrete, or with fly ash silicate aerating steel concrete, or add ordinary concrete, or add ordinary concrete with fly ash silicate and give the light concrete plate of system with autoclaved fly ash;
2. above-mentioned plate is inserted in the gang form, the butt joint dowel carries out watchman's wooden clapper and pricks, welds, inserts spiral reinforcement in dowel;
3. pour into a mould joint with ordinary concrete, post between formation plate and the plate or the beam between plate and the top cover promptly constitute composite concrete building casing member.
6. the combined method of composite concrete building casing member according to claim 5 is characterized in that, the periphery of described plate is provided with the dowel that is used for joint pin or beam.
7. the combined method of composite concrete building casing member according to claim 5, it is characterized in that: the two ends of described post or beam are provided with the n shape dowel that is used to connect usefulness.
8. the combined method of composite concrete building casing member according to claim 5, it is characterized in that: described n shape dowel is higher than the end face of described beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100131403A CN1317462C (en) | 2005-01-25 | 2005-01-25 | Composite concrete building casing member and plate, and their combining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2005100131403A CN1317462C (en) | 2005-01-25 | 2005-01-25 | Composite concrete building casing member and plate, and their combining method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1644824A CN1644824A (en) | 2005-07-27 |
| CN1317462C true CN1317462C (en) | 2007-05-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2005100131403A Expired - Fee Related CN1317462C (en) | 2005-01-25 | 2005-01-25 | Composite concrete building casing member and plate, and their combining method |
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| Country | Link |
|---|---|
| CN (1) | CN1317462C (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103195183A (en) * | 2013-03-28 | 2013-07-10 | 中铁建设集团有限公司 | Standard unit assembled shock isolating and damping structure system |
| CN110344535A (en) * | 2019-06-29 | 2019-10-18 | 河南强耐新材股份有限公司 | A kind of prefabricated assembled combined wall board and construction method realized concealed beam and exempt from formwork |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1247923A (en) * | 1999-08-31 | 2000-03-22 | 徐家庆 | Light heat-insulating roofing board and its manufacture |
| CN2532148Y (en) * | 2002-01-30 | 2003-01-22 | 肖广龙 | Composite light wall board |
| CN2775164Y (en) * | 2005-01-25 | 2006-04-26 | 郭金鸿 | Composite conrete box type member combined building |
-
2005
- 2005-01-25 CN CNB2005100131403A patent/CN1317462C/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1247923A (en) * | 1999-08-31 | 2000-03-22 | 徐家庆 | Light heat-insulating roofing board and its manufacture |
| CN2532148Y (en) * | 2002-01-30 | 2003-01-22 | 肖广龙 | Composite light wall board |
| CN2775164Y (en) * | 2005-01-25 | 2006-04-26 | 郭金鸿 | Composite conrete box type member combined building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1644824A (en) | 2005-07-27 |
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