CN1096555A - Light partition wall structure of composite cement material - Google Patents
Light partition wall structure of composite cement material Download PDFInfo
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- CN1096555A CN1096555A CN 93108392 CN93108392A CN1096555A CN 1096555 A CN1096555 A CN 1096555A CN 93108392 CN93108392 CN 93108392 CN 93108392 A CN93108392 A CN 93108392A CN 1096555 A CN1096555 A CN 1096555A
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Abstract
The present invention is a kind of light partition wall structure of composite cement material thing of using of inner wall of building and constructs application that it mainly is with the both sides top layer of fiber cement board as sheet material, wherein pours into the hollow type composite cement material again and makes.As wall within the building, because simple structure, construction is easy, rapid with this, the aseismatic power height, and the heat insulation performance excellence is used flexibly, and effect is certain, is a kind of very practicality and the high structure of economic benefit therefore.
Description
The present invention relates to a kind of constructional materials and application thereof, specifically, it is with the both sides top layer of fiber cement board as sheet material, wherein pour into the hollow type composite cement material again and a kind of light partition wall structure of composite cement material thing of making and it construct application.
The interior wall processing mode of building, can be divided into two kind one is red anvil or steel concrete (R.C) compartment, this is adopted by low floor building.It two is light steelframe panel wall (gypsum plank, cement board, calcium silicate board, an ore plate ...), this is generally adopted by high floor building, and steel construction especially must this lightened compartment of employing.
Red anvil or steel concrete interior wall still are the domestic structure of inner wall of building the most widely at present, but because of it following shortcoming are arranged:
(1) be heaviness because of red anvil or steel concrete compartment interior wall are real, materials handling and construction are more difficult, construction period is long again, and because of Unit Weight bigger, dead weight increase for building itself is very big, causes the raising of building design strength, the increase of construction cost, or the like, so the shortcoming that the building of constructing at the building or the reinforcing bar of high floor has its first the sky to take.And the adhesion strength of anvil wall own is not high, very easily produces be full of cracks because of self or other external force (as earthquake, interlayer displacement), influence sight and application life.
(2) because of red anvil or steel concrete panel wall are all on-the-spot casting construction, its quality requirements control is difficult for and can't shortens man-hour, so in the social trend trend more and more higher for quality requirements now, can't satisfy people's needs.
(3) red anvil or steel concrete outer wall need the manufacturing of manually construct of a large amount of technology, so in the surging environment of social short technician and wage now, build the dealer and be badly in need of seeking breakthrough, seek the interior wall Partition screen that other can substitute.
(4) red anvil and steel concrete metope, no matter making or the construction stage, it easily produces environment pollution, and because of it is on-the-spot casting construction, very easily cause discarded object, surging in present domestic environmental consciousness, the real many puzzlements that caused builing industry during Great Wars such as offal treatment are in the ascendant.
Because of red anvil or steel concrete interior wall compartment have above all shortcoming to overcome, so that at present light compartment interior wall has begun is popular in a large number, also foresight certainly will replace red anvil or steel concrete panel wall in the future, becomes the trend main flow of society.Right in domestic employed light Partition screen at present, adopt light steelframe to construct both sides mostly and make coated with sheet material such as gypsum plank, cement board, ore plate again.But also there is the following shortcoming that can't overcome in this sheet material.
(1) light steelframe panel wall uses light steelframe to support in the middle of its top layer, both sides sheet material and at interval, inside is stopped up glass wool more at most, but its sound isolating and heat insulating performance is not good.
(2) the light steelframe of light steelframe panel wall supports, and generally is 40 centimeters one of spacing, because the spacing that supports is excessive, thus no matter coated with all kinds of sheet materials, all making, outer skin knocked the hollow sense, not easily accepted by people, and it is also relatively poor for anti-impact force.
(3) in addition, no matter in house decoration or in life usually, needs and custom that the son that puts a nail in the wall is often arranged, no matter yet light its outer skin of steelframe panel wall (generally mostly is most double-deck 1.2 centimeters gypsum plank coated with how thick sheet material, adding up to 2.4 centimeters) it is very fragile for the opposing of nail pulling capacity, when therefore hanging cupboard, picture or other ornaments for nail, very inconvenience.
The present invention studies intensively the characteristic of above red anvil commonly used or steel concrete or light steelframe Partition screen by the inventor, and at their shortcoming, searches out the method that overcomes and finish.And the present invention realizes in the following manner:
-the light interlayer metope of composite cement material that kind of building is used, its feature comprises: the shingle nail blade unit of the sandwich style hollow type foaming composite cement material that factory's precasting is finished,
-go up the groove fixing iron member, be fixed in the plate unit of beam or flat-top underfloor and parallel this metope,
-following groove fixing iron member is fixed on the floor terrace and corresponding to groove fixing iron member on this,
-connect ironware, as the usefulness of 2 plate unit of metope corner combination.
It is characterized in that: wherein the surperficial sheet material of shingle nail blade unit sandwiched type structure can be every composite board or metal sheet persons such as all kinds of fiber cement boards, gypsum plank, clamping plate, ore plate, all kinds of plastic plate, FRP plate.
It is characterized in that: wherein the core of shingle nail blade unit sandwiched type structure is all kinds of foaming composite cement materials, available all kinds of foamed light resin mortar, also can mix all kinds of chemical material foaming particulate bodies, as polystyrene (Polystyrene), the dilatancy particulate foaming body of polyethylene (Polyethylene) etc. is to lower the Unit Weight person of composite cement material.
It is characterized in that: the hollow shape of shingle nail blade unit wherein, can be all kinds of geometric figures such as, zero etc., and each hollow geometric figure and discontinuous person.
It is characterized in that: the left and right sides of shingle nail blade unit wherein, each casts concavo-convex chase mortise in advance, so that two plate unit can be fully in conjunction with transferring structure power.And each casts the groove shape in advance up and down for it, so that can simply install and water power pipe arrangement person.
It is characterized in that: wherein go up groove, down groove fixing iron member and connect ironware and can be each metalloid material and make, and its shape can be all kinds of geometries as
Type etc.
Below, with the present invention is described in further detail in conjunction with the accompanying drawings and embodiments, so that advantage of the present invention becomes more obvious.
Fig. 1: plate cell schematics of the present invention,
Fig. 2: body of wall vertical cross section of the present invention,
Fig. 3: plate unit horizontal sectional drawing of the present invention,
Fig. 4: plate corner of the present invention engages horizontal sectional drawing.
The element number explanation:
1 ... surface sheet material, 2 ... the composite foaming cement material,
3 ... expansion bolt, or self-tapping screw or gunpowder impact,
4 ... last groove fixing iron member, 5 ... following groove fixing iron member,
6 ... at the bottom of the floor flat-top or beam of building,
7 ... the floor terrace of building, 8 ... the water power pipe arrangement,
9 ... the combined socket and switch box, 10 ... the cement mortar gap filler,
11 ... the terrace finishing material, 12 ... the cement adhesive,
13 ... expansion bolt or blind rivet, 14 ... corner connects ironware,
15 ... lock(ing) bolt, 16 ... wash cement is criticized soil,
17 ... baseboard, 20 ... the plate unit of the present invention's structure.
With reference to shown in Figure 1, at first surperficial sheet material 1 is put two outsides in the steel mould that group is good in advance, insert hollow mould (not shown) in 1 of two surperficial sheet material again, the composite foaming cement material 2 that will mix again is fed into 1 of two interior surperficial sheet material of mould, treat that composite foaming cement material 2 condenses after the maintenance, with all hollow mould and outside steel mould complete removal, promptly finish composite cement material ironwork shingle nail blade unit of the present invention or wall panel element 20.
With reference to shown in Figure 2, at first in field lofting, dashing nail 3 with expansion bolt or self-tapping screw or gunpowder again will go up groove fixing iron member 4 and be locked on the floor flat-top 6 and groove fixing iron member 5 one-sided being locked on the floor terrace 7 down, the water power pipe arrangement 8 that to give prominence to floor upper and lower plates face then is cut to suitably outstanding size, (groove size up and down that should be less than plate of the present invention unit 20), with the relative position place of plate unit 20 and water power pipe arrangement 8 the top layer solid of plate unit 20 downside grooves is cut out a breach again, so that plate unit 20 embeds, following groove fixing iron member 4,5 o'clock, unlikelyly hindered by water power pipe arrangement 8.After groove was finished about plate unit 20 embedded, will descend groove fixing iron member opposite side to be locked on the terrace, so plate unit 20 is promptly fixedly finished again.When metope electric switch socket is installed, wall panel element 20 one-sided solid bodies are cut to switch enclosure 9 appropriate sizes with electric saw prior to design attitude, again electric pipe arrangement is stretched into via above-mentioned opening in the ducted body of plate unit 20 and combine with the water power pipe arrangement of reserving 8, or also can be directly with the ducted body of plate unit 20 as wireway and directly threading to switch enclosure 9, again that switch enclosure 9 is fixing at last, combined socket and switch is installed is got final product.If the water power caliber is excessive or as metallic water pipe be difficult for cutting in conjunction with the time, the height dimension of plate unit 20 according to the water power pipe can be cut, treat the wallboard installation after, fill up the hole of water power tube edge fixing with cement mortar again.
After wallboard installs and fixes and finishes, with cement mortar gap filler 10 the plate unit 20 and the slit of floor flat-top are filled up, the outside is criticized soil again and is mended flat again.The following groove fixing iron member 5 of plate unit 20 downsides can hide it by the thickness of terrace finishing material 11.
And for example shown in Figure 3, be that plate of the present invention engages horizontal sectional drawing, during the engaging of plate unit and plate unit 20, with cement adhesive 12 two plate unit 20 are engaged earlier, the outside is mended to put down with batch soil again and is got final product.
And for example shown in Figure 4, plate corner joint horizontal sectional drawing for the present invention's structure, at first in one wall panel element 20 of corner two road wallboards, to connect ironware 14 with expansion bolt or blind rivet 13, be fixed on the one-sided wallboard, again another road wallboard is shifted near connect after, to connect in the ducted body of ironware 14 insert plate blade units 20, again with lock(ing) bolt 15 with plate unit 20 be connected ironware 14 and fixedly finish, and between two road wall panel elements, with cement adhesive 12 two road wallboards are bonded together, the outside is criticized soil 16 benefits with wash cement again and is put down and finish.Can criticize soil as for bolt hole left on plate unit 20 mends flat attractive in appearance to increase.
Advantage of the present invention is as follows:
Below just the present invention with use red anvil or steel concrete panel wall, or being compared as follows of light steelframe panel wall:
Economy-the present invention utilizes cheap material to make the plate unit prior to factory, and adopt dry type worker method to install at the scene, do not need a large amount of installation manpower and technical staff, so the more general RC wall of its cost is cheap more than 30%, more general red anvil wall is cheap more than 10%.If it is compare, cheap more than 20% with the light steelframe panel wall that is same as intensity of the present invention.
Light weight seismic resistance-weight of the present invention is different rough at 30～50kg/m according to thickness
2Between, be 1/8 of 1/2 red anvil wall and 12cm reinforced concrete wall, reduce the compartment dead weight of building greatly with 1/1.5 of the light steelframe panel wall of same intensity of the present invention, just reduce the cost of building, and because light weight, so it is, high far beyond red anvil and reinforced concrete wall for shatter-proof and opposing be full of cracks.
Duration rapidly-red anvil, cement, sand be very heavy material, carrying and construction are very difficult, the present invention is because of precasting plate unit in factory, and the direct aggregate erection in the scene, the manpower that needs is few, therefore also light very rapidly steelframe panel wall is installed needs pre-group steelframe to want fast, reinforced concrete wall or red anvil wall, and that really is beyond expression if add the drying time that the meter cement mortar whitewashes again.
On heat insulation, the sound insulation value-heat-insulating capability of the present invention goes up several times well than reinforced concrete wall or red anvil wall, because of the present invention adopts the sandwiched type structure body of the light-weight foam composite cement material of hollow type, foaming body or ducted body in the body of wall make the present invention reach good heat insulation performance.
The water power pipe arrangement easily-structure that the present invention can utilize hollow is directly as the duct of water power pipe arrangement, and because adopt light-weight foam, even if electric saw cutting is also very easy, this point is that effort is removed to beat the cutter pipe arrangement and hardly matched when costing for reinforced concrete wall or red anvil wall.
Quality control is simple and easy-the present invention is because of adopting factory precasting plate unit, and combine in on-the-spot dry construction, definitely than red anvil wall on-the-spotly pile up by hand, that muddy water whitewashes is best in quality, stable, the event quality control is more simple and easy.
A red anvil manufacturing can cause very big environmental pollution problem and reinforced concrete wall or red anvil wall because of adopting on-the-spot wet type worker's method on the environmental issue, cause the humidity of building site environment to reach in a jumble, and the volume discarded object of its generation also causes environmental issue.And the present invention is because of adopting the aggregate erection of field drying formula worker method, for building site the environment not only refreshing but also health of the universe, and workman's relaxation and happiness, the manager is then more confident, has also solved a large amount of building environmental issues.
By above every comparison, the light interlayer material of composite cement material of the present invention general red anvil wall, reinforced concrete wall and light steelframe panel wall at present has more practicality and economic benefit height.
The above embodiments only for illustrative purposes, protection scope of the present invention will embody in claims.
Claims (6)
1, a kind of light partition wall structure of composite cement material of building, its feature comprises:
The shingle nail blade unit of the sandwich hollow type foaming composite cement material that-factory precasting is finished,
-go up the groove fixing iron member, be fixed in the plate unit of beam or flat-top underfloor and parallel this metope,
-following groove fixing iron member is fixed on the floor terrace and corresponding to groove fixing iron member on this,
-connector is as the usefulness of 2 plate unit of metope corner combination.
2, wall structure as claimed in claim 1 is characterized in that wherein the surperficial sheet material of shingle nail blade unit sandwiched type structure can be every composite board or metal sheet persons such as all kinds of fiber cement boards, gypsum plank, clamping plate, ore plate, all kinds of plastic plate, FRP plate.
3, wall structure as claimed in claim 1, it is characterized in that wherein the core of shingle nail blade unit sandwiched type structure is all kinds of bubble composite cement materials, available all kinds of foamed light resin mortar, also can mix all kinds of chemical material foaming particulate bodies, as polystyrene (Polystyrene), the dilatancy particulate foaming body of polyethylene (Polyethylene) etc. is to lower the Unit Weight person of composite cement material.
4, wall structure as claimed in claim 1 is characterized in that the wherein hollow type of shingle nail blade unit, can be all kinds of how much patterns such as, zero etc., and each hollow geometric figure and discontinuous.
5, wall structure as claimed in claim 1, it is characterized in that the wherein left and right sides of shingle nail blade unit, each casts concavo-convex chase mortise in advance, so that two plate unit can be fully in conjunction with transferring structure power, and each casts the groove shape in advance up and down for it, so that can simple and easy installation and water power pipe arrangement.
6, wall structure as claimed in claim 1, it is characterized in that wherein going up groove, down groove fixing iron member and connect ironware and can be each metalloid material and make, and its shape can be all kinds of geometries as
Type etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93108392 CN1096555A (en) | 1993-07-14 | 1993-07-14 | Light partition wall structure of composite cement material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 93108392 CN1096555A (en) | 1993-07-14 | 1993-07-14 | Light partition wall structure of composite cement material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1096555A true CN1096555A (en) | 1994-12-21 |
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ID=4987128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 93108392 Pending CN1096555A (en) | 1993-07-14 | 1993-07-14 | Light partition wall structure of composite cement material |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1096555A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787754B (en) * | 2010-02-23 | 2012-07-25 | 官木喜 | Shingle unit structure of light house |
| CN104727471A (en) * | 2015-03-04 | 2015-06-24 | 清华大学建筑设计研究院有限公司 | Prefabricated groove plate with veneer and forming method thereof |
| CN108130963A (en) * | 2018-01-24 | 2018-06-08 | 有利华建筑预制件（深圳）有限公司 | A kind of light partition wall and its installation method |
-
1993
- 1993-07-14 CN CN 93108392 patent/CN1096555A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101787754B (en) * | 2010-02-23 | 2012-07-25 | 官木喜 | Shingle unit structure of light house |
| CN104727471A (en) * | 2015-03-04 | 2015-06-24 | 清华大学建筑设计研究院有限公司 | Prefabricated groove plate with veneer and forming method thereof |
| CN108130963A (en) * | 2018-01-24 | 2018-06-08 | 有利华建筑预制件（深圳）有限公司 | A kind of light partition wall and its installation method |
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| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C01 | Deemed withdrawal of patent application (patent law 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |