CN206319482U - Inner partition plate - Google Patents
Inner partition plate Download PDFInfo
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- CN206319482U CN206319482U CN201621362834.8U CN201621362834U CN206319482U CN 206319482 U CN206319482 U CN 206319482U CN 201621362834 U CN201621362834 U CN 201621362834U CN 206319482 U CN206319482 U CN 206319482U
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Abstract
The utility model provides a kind of inner partition plate, it is possible to increase efficiency of construction and service life.A kind of inner partition plate, including on-gauge plate, banded plate, constructional column plate, reinforcing plate and grouting plate, tongue-and-groove and tenon are respectively arranged with a pair of side elevations of on-gauge plate, and two surfaces are provided with the recessed mounting groove in surface close to side elevation one end, banded plate with respect to setting groove and edge sealing structure respectively on side elevation, the inside of constructional column plate is prefabricated with steel construction post, and constructional column plate with respect to groove and/or projection is set respectively on side elevation, the inside of reinforcing plate is prefabricated with more than one reinforcer.
Description
Technical field
The utility model is related to a kind of inner partition plate, belongs to technical field of buildings.
Background technology
The applicable scope of light partition wall panel products is very wide, it is adaptable to which residential quarters, hotel, office building etc. are civilian and industrial build
Build, the non-load bearing inner partition wall of farm buildings.
Traditional light cellular partition board connected mode need to be prized or timber wedge is levelling, the slower efficiency of speed of application by traditional
Lowly, and easily there is crack.The problem of due to form of construction work, light partition wall plate surface crack, recessed joint occur after coming into operation not
Equal-quality common fault.
Traditional lightweight partition plate is because of long-term high heavy burden operation, and sash fixes crab-bolt loosening problem caused by meeting, have impact on
Building service life.
Utility model content
The utility model purpose there is provided a kind of inner partition plate, can solve the problem that the drawbacks described above of prior art.
To achieve these goals, the utility model uses following technical scheme：
A kind of inner partition plate, including on-gauge plate, banded plate, constructional column plate, reinforcing plate and grouting plate, an offside of on-gauge plate
Tongue-and-groove and tenon are respectively arranged with facade, and two surfaces are provided with the recessed mounting groove in surface close to side elevation one end, envelope
Side plate with respect to groove and edge sealing structure is set respectively on side elevation, the inside of constructional column plate is prefabricated with steel construction post, constructional column plate
With respect to groove and/or projection is set on side elevation respectively, the inside of reinforcing plate is prefabricated with more than one reinforcer.
The inner partition plate preferred scheme, steel construction post is on more than one square hollow section steel, I-steel or channel-section steel, steel construction post
It is provided with L-type component.
The inner partition plate preferred scheme, edge sealing structure is prefabricated C-type steel or square steel tube in banded plate.
The inner partition plate preferred scheme, grouting plate includes keel shoe, two prefabricated panels and cast-in-place concrete layer, prefabricated
It is detachably connected between panel and keel shoe, cast-in-place concrete layer is located in the cavity between keel shoe and panel layer.
The inner partition plate preferred scheme, tongue-and-groove width is more than tenon width, and tongue-and-groove depth is more than the height of tenon, when two
5-20mm space is left in the middle of after individual on-gauge plate tenon and tongue-and-groove grafting.
The inner partition plate preferred scheme, reinforcer is more than the 2 C-type steel parts being evenly arranged in reinforcing plate.
The beneficial effects of the utility model are：
1）The side elevation of light cellular partition board sets tongue-and-groove and tenon, Automatic Levelling, convenient and quick construction；
2）Two light cellular partition board junctions, tongue-and-groove and tenon splicing leave grouting mouth afterwards in place, have both solved conventional partition wall
Plate side is difficult levelling shortcoming caused by plastering, and can strengthen anti-crack ability between partition plate and partition plate again, efficiently solve
Partition plate problem of Cracking；
3）Constructional column plate is set and the L-type component being connected with plate is provided with, instead of direct setting steel construction post traditionally,
The problem of traditional steel construction post is directly connected to easy cracking with wallboard unlike material is not only solved, is also eliminated outside steel construction post
The process that face is plastered；
4）Banded plate can be such that sash directly follows closely in edge sealing knot with respect to groove and edge sealing structure is set respectively on side elevation
Above structure, convenient construction, and add building service life；
5）Grouting plate removes formwork supporting plate process, easy construction from；Using keel shoe as framework, keel shoe passes through with post or wall
Rivet is attached, good integrity；Good heat insulating, without using external thermal insulation or inside holding；Anti-seismic performance is excellent, and be in the milk plate
From heavy and light, geological process can be reduced；Grouting plate can be widely applied to the building higher to fire prevention, impact resistance, shockproof requirements
In exterior wall and non-load bearing inner partition wall.
Brief description of the drawings
Fig. 1 is standard plate structure schematic diagram；
Fig. 2 be steel construction post be square steel tube a kind of example structure schematic diagram of constructional column plate；
Fig. 3 be steel construction post be square steel tube another example structure schematic diagram of constructional column plate
Fig. 4 be steel construction post be two I-steel constructional column plate dimensional structure diagram；
Fig. 5 be steel construction post be square steel tube constructional column plate dimensional structure diagram；
Fig. 6 be steel construction post be C-type steel constructional column plate structure schematic diagram；
Fig. 7 be steel construction post be an I-steel constructional column plate dimensional structure diagram；
Fig. 8 is edge sealing plate structure schematic diagram；
Fig. 9 is another example structure schematic diagram of banded plate；
Figure 10 is grouting plate structure schematic diagram；
Figure 11 is grouting another example structure schematic diagram of plate；
Figure 12 is window hole scheme of installation；
Figure 13 is door opening scheme of installation；
Figure 14 is the structural representation of reinforcing plate.
In figure：1- mounting grooves, 2- tenons, 3- tongue-and-grooves, 4- panel layers, 5- core layers, 6- steel construction posts, 7- edge sealing structures,
8- keel shoes, 9- self-tapping screws, 10-L type components, 11-L type fasteners, 12- prefabricated panels, 13- cast-in-place concrete layers, 14- c-types
Steel part.
Embodiment
For the purpose of this utility model, technical scheme and advantage is more clearly understood, develop simultaneously implementation referring to the drawings
Example, the utility model is further described.
A kind of inner partition plate, including on-gauge plate, banded plate, constructional column plate, reinforcing plate and grouting plate.
With reference to Fig. 1, on-gauge plate includes two panel layers 4 and the core layer 5 being arranged between panel layer, a pair of on-gauge plate
It is respectively arranged with tongue-and-groove 3 and tenon 2 on side elevation, and two surfaces are provided with close to side elevation one end and recessed are used to place in surface
The mounting groove 1 of grid cloth, tongue-and-groove width is more than tenon width, and tongue-and-groove depth is more than the height of tenon, when two on-gauge plate tenons
With irrigating gypsum base grouting material in the middle space for leaving 5-20mm, space after tongue-and-groove grafting.
Constructional column intralamellar part is prefabricated with steel construction post 6, and constructional column plate with respect to setting groove and/or convex respectively on side elevation
Rise, be square hollow section steel with reference to Fig. 2 steel constructions post 6, constructional column plate is with reference to Fig. 3 steel constructions post 6 with respect to groove is respectively provided with side elevation
Square hollow section steel, constructional column plate, with respect to groove and projection is set respectively on side elevation, is two I-steel, structure with reference to Fig. 4 steel constructions post 6
Post plate is made with respect to groove is respectively provided with side elevation, is C-type steel with reference to Fig. 6 steel constructions post 6, constructional column plate is distinguished with respect on side elevation
Groove and projection are set, are an I-steel with reference to Fig. 7 steel constructions post 6, constructional column plate on side elevation with respect to being respectively provided with groove.Ginseng
Examine and L-type component 10 is provided with Fig. 4, Fig. 5 steel construction post 6, make, easy for installation and meet force request.
With reference to Fig. 8 and 9, banded plate with respect to groove and edge sealing structure 7 is set respectively on side elevation, edge sealing structure 7 is prefabricated
C-type steel or square steel tube in banded plate.
With reference to Figure 10, grouting plate includes keel shoe 8, two prefabricated panels 12 and cast-in-place concrete layer 13, prefabricated panel 12
It is detachably connected between keel shoe by self-tapping screw 9, cast-in-place concrete layer 13 is located between keel shoe and prefabricated panel 12
Cavity in.
With reference to Figure 13, it is more than 2 equal that the inside of reinforcing plate, which is prefabricated with reinforcer in more than one reinforcer, the present embodiment,
The even C-type steel part 14 being arranged in reinforcing plate.
Inner partition plate construction method comprises the following steps：
1）Arrange plate：
By material cutting plan on ground and ceiling plate face unwrapping wire, wallboard should from main body wall, post one end to the other end in order
Install；When there is door opening, preferably installed from door opening to both sides；Wallboard enters behind scene, and wallboard is placed into corresponding installation
On position；
2）Wallboard, which is installed, to be prepared：
Location-plate is first installed, is installed in wallboard and be uniformly paved with mortar within baseline, wallboard upper end is paved with mortar, wallboard is pacified
Dress is in place, and foamed glue temporary sealing is beaten with the space of beam, post contact site；
3）The interim fixation of wallboard and position adjustment：
Using timber wedge adjustment position, two timber wedges are one group, and wallboard is in place, and wallboard is extruded vertically upward, beam, wall is held out against
Wallboard is fixed after plate bottom, the perpendicularity for adjusting wallboard；
4）Wallboard is installed：
Wallboard is installed in order, wallboard tongue-and-groove 3 is aligned into wallboard tenon 2 adjacent thereto splices, and realizes wallboard and wallboard
Between should closely connect；The flatness on perpendicularity and adjacent wall board surface should be adjusted, and the perpendicularity of wallboard, flatness should be treated
After the assay was approved, then next block of wallboard is installed, if wall length is more than 6m, adds one block of constructional column plate；Used at door-window opening
Banded plate；Gate stack position dimension uses grouting plate when being less than 300mm；
5）Each junction reinforcement processing
It should set and be connected with the junction of ceiling floor, wallboard and structural beams and main body wall and post in wallboard by material cutting plan
Part, or reinforcing bar make reinforcement processing；
6）Grouting
Lining is stitched together according to position line, after Automatic Levelling, is in the milk after the completion of waiting wallboard itself flexible,
Grouting is in the milk by the way of from bottom to top since the injected hole of bottom, and when top injected hole, which overflows, to be starched, grouting is finished, specifically
Step is as follows：Lining is stitched together according to position line, after Automatic Levelling, 7-60 days is stood, waits wallboard itself to stretch
It is in the milk into rear, is weighed the grouting material of respective amount, added water stirring, mixing speed is controlled at 50-70 revs/min, 3-10 points of stirring
Start grouting after clock；If interior wall is highly not more than 3m, grouter Stress control is in 0.5 atmospheric pressure, if interior wall height exists
Between 3m-5m, grouter Stress control is in 1 atmospheric pressure；Grouting is filled by the way of from bottom to top since the injected hole of bottom
Slurry, when top injected hole, which overflows, to be starched, grouting is finished, and when top injected hole, which overflows, to be starched, grouting is finished, thus effectively avoids
Because empty caused by the residual air of the inside；Grouting material is made up of the raw material of following weight：28-33 kilograms of desulfurated plaster, fine sand
10-15 kilograms, 180-200 grams of redispersable latex powder, 90-100 grams of hydroxypropyl methyl cellulose, 30-35 grams of retarder, water
10-12 kilograms；
7）Door opening, window hole are installed
Edge sealing plate producing process is as follows：C-type steel or square steel tube are placed in special die cavity and are accurately positioned and fixed, panel
It is placed in special mould intracavity wall and fixation；Each component material needed for weighing core, add water stirring, mixing speed control 40 ~ 60 turns/
Point, stirring is uniformly introduced in die cavity space immediately after 3 minutes, and control was finished down within 1 minute, and die station is shaken afterwards so that sizing material
Filling is uniform, stands 15 ~ 20 minutes, reaches taking-up maintenance after some strength and gets product for 2 ~ 3 days；
With reference to Figure 13, the specific installation method of door opening：Door opening top and the right and left use banded plate, will have envelope
The side of side structure 7 is placed by hole and installed, and is connected between plate and plate, between plate and ground by L-type fastener 11, then by door
It is connected by screw with banded plate, whole installation operation is simply time saving；
With reference to Figure 12, the specific installation method of window hole：Window hole surrounding uses banded plate, by with edge sealing structure 7
Side is placed by hole and installed, and is connected between plate and plate by L-type fastener 11, and window is then connected into solid with banded plate by screw
Fixed, whole installation operation is simply time saving；
8）Joint treatment
Joint treatment is carried out after doorframe, window frame, pipeline are installed, seam areas is first cleared up, damaged hole is filled, so
The Cracking-proof belt sticking construction of seam is carried out afterwards, is comprised the following steps that：
The dust of joint surface should be removed before a, stickup Cracking-proof belt；
B, etc. grouting slurry maintenance and after parching completely, the wide anticracking fibre material of laying in mounting groove 1, and smearing
Anticracking grout, and be compacted with scraper along seam crossing；Anticracking grout is made up of the raw material of following weight：Desulfurated plaster 680-730
Kilogram, 200-220 kilograms of fine sand, middle 80-100 kilograms of sand, 18-23 kilograms of rubber powder, hydroxypropyl methyl cellulose 2.8-3.0 thousand
Gram, 0.7-0.8 kilograms of retarder；
9）Whitewash
Metope is first cleared up, the dust and other debris on surface is removed, is then whitewashed using the gypsum of bottoming, is had
Body step is as follows：Carry out first clearing up metope before bottoming is whitewashed, remove the dust and other debris on surface, then used using bottoming
Gypsum whitewashed, the gypsum formula of plate face bottoming is as follows：1000-1100 kilograms of desulfurated plaster, 20-30 kilograms of rubber powder,
4-6 kilograms of hydroxypropyl methyl cellulose, 0.5-1.0 kilograms of retarder.
In the present embodiment, grouting plate preparation method comprises the following steps：Keel shoe 8 and post or wallboard are used at the construction field (site)
Rivet 15 is connected, and then prefabricated panel is fixed on keel shoe 8 by self-tapping screw 9, in keel shoe 8 and prefabricated panel institute shape
Into cavity in by injected hole irrigate gypsum base grouting material, after after concrete hardening；Gypsum base grouting material is by following heavy
The raw material of amount is made：28-33 kilograms of desulfurated plaster, 10-15 kilograms of fine sand, 180-200 grams of redispersable latex powder, hydroxypropyl
90-100 grams of methylcellulose, 30-35 grams of retarder, 10-12 kilograms of water.
In the present embodiment, U-shaped, F is set in the junction of wallboard and ceiling floor, wallboard and structural beams and main body wall and post
Type, L-type or T-shaped connector, or make reinforcement processing, reinforcing bar insertion with long 200~250mm diameters 6 or more than 8 one reinforcing bars
100mm is should be greater than in wallboard.
Above-mentioned embodiment is only specific case of the present utility model, is not to make other forms to the utility model
Limitation, any those skilled in the art are changed or are modified as possibly also with the technology contents of the disclosure above equivalent
The equivalent implementations of change.But on the premise of every know-why without departing from the utility model, according to of the present utility model
Any simple modification, equivalent variations and remodeling that technical spirit is made to embodiment of above, should all fall into of the present utility model
Scope of patent protection.
Claims (6)
1. a kind of inner partition plate, it is characterised in that:Including on-gauge plate, banded plate, reinforcing plate, constructional column plate and grouting plate, standard
Be respectively arranged with tongue-and-groove and tenon on a pair of side elevations of plate, and two surfaces be provided with close to side elevation one end it is recessed in surface
Mounting groove, banded plate with respect to groove and edge sealing structure is set respectively on side elevation, the inside of constructional column plate is prefabricated with steel construction
Post, constructional column plate with respect to setting groove and/or projection, the prefabricated reinforcer in inside of reinforcing plate respectively on side elevation.
2. inner partition plate as claimed in claim 1, it is characterised in that：Steel construction post is more than one square hollow section steel, C-type steel, I-shaped
L-type component is provided with steel or channel-section steel, steel construction post.
3. inner partition plate as claimed in claim 1, it is characterised in that：Edge sealing structure is prefabricated C-type steel or side in banded plate
Steel pipe.
4. inner partition plate as claimed in claim 1, it is characterised in that：The plate that is in the milk includes keel shoe, two prefabricated panels and cast-in-place
Concrete layer, is detachably connected between prefabricated panel and keel shoe, and cast-in-place concrete layer is located between keel shoe and prefabricated panel
Cavity in.
5. the inner partition plate as described in claim 1 or 2 or 3, it is characterised in that：Tongue-and-groove width is more than tenon width, tongue-and-groove depth
More than the height of tenon, the middle space for leaving 5-20mm after two on-gauge plate tenons and tongue-and-groove grafting.
6. the inner partition plate as described in claim 1 or 2 or 3, it is characterised in that：Reinforcer is evenly arranged in reinforcement for more than 2
C-type steel part in plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621362834.8U CN206319482U (en) | 2016-12-13 | 2016-12-13 | Inner partition plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621362834.8U CN206319482U (en) | 2016-12-13 | 2016-12-13 | Inner partition plate |
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| Publication Number | Publication Date |
|---|---|
| CN206319482U true CN206319482U (en) | 2017-07-11 |
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ID=59267744
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621362834.8U Active CN206319482U (en) | 2016-12-13 | 2016-12-13 | Inner partition plate |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592859A (en) * | 2016-12-13 | 2017-04-26 | 山东隆和节能科技股份有限公司 | Interior partition board and construction method |
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2016
- 2016-12-13 CN CN201621362834.8U patent/CN206319482U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106592859A (en) * | 2016-12-13 | 2017-04-26 | 山东隆和节能科技股份有限公司 | Interior partition board and construction method |
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Legal Events
| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190313 Address after: Room 404, Building 2, Building A, Huachuang Guanli Center, Shunhai Road, Jinan City, Shandong Province, 250101 Patentee after: Shandong Wall Alliance Architectural Technology Co., Ltd. Address before: 250101 8F, Building 3, Longaotian Street, 1577 Longaobei Road, Jinan High-tech Zone, Shandong Province Patentee before: SHANDONG LONGHE ENERGY SAVING SCIENCE & TECHNOLOGY CO., LTD. |