CN2349283Y - Light earthquake-resistant wall - Google Patents
Light earthquake-resistant wall Download PDFInfo
- Publication number
- CN2349283Y CN2349283Y CN 98247658 CN98247658U CN2349283Y CN 2349283 Y CN2349283 Y CN 2349283Y CN 98247658 CN98247658 CN 98247658 CN 98247658 U CN98247658 U CN 98247658U CN 2349283 Y CN2349283 Y CN 2349283Y
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- earthquake
- resistant wall
- frames
- stand
- light
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- Expired - Fee Related
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Abstract
The utility model relates to a light weight earthquake resistant wall, comprising an upper groove frame and a lower groove frame, which are fixedly arranged on an upper floor surface and a lower floor surface respectively, and two net parts. The utility model is characterized in that a plurality of separately standing frames are arranged between the upper groove frame and the lower groove frame; a filling body is filled between the frames; two net parts are respectively arranged at both sides of the frames; a clearance is reserved between the top end of the frames and the middle surface in the upper groove frame; the top and the bottom ends of the frames are not fixedly connected between the upper and the lower groove frames; the filling body is a fire prevention cotton. Therefore, when earthquake generates shearing force function, the utility model uses the structure design of the frames without fixing connecting between the upper groove frame and the lower groove frame, and can display buffering capability and flexing to effectively avoid interlaminar displacement.
Description
The utility model relates to a kind of Light earthquake-resistant wall, relates in particular to a kind of light weight and can effectively avoid producing the Light earthquake-resistant wall of relative storey displacement when earthquake.
Buildings in general all is an agent structure of finishing each floor earlier when building, and carries out the compartment operation of floor gap again.Early stage Partition screen is to utilize fragment of brick to pile up the formation wall a bit, coating cement or paste ceramic tile and form brick wall on the wall of this wall again, some then is to set up locating template at the default place of body of wall, and between these relative templates, irritate and fill out concrete grout or cement paste, after concrete grout or preliminary dried the solidifying of cement paste, unload these templates and carry out the powder light and the leveling operation of metope again, and finish the construction operation of panel wall.No matter but the prior art Partition screen is to be built into and to cooperate cement coating or irritating to fill out with concrete grout or cement paste forms body of wall with fragment of brick, the characteristic that does not all have light weight, therefore the panel wall overall weight can cause the burden of building, and when earthquake, be subjected to the influence of floor gap shearing action, body of wall easily produces crack performance because of relative storey displacement, even collapses.
Therefore industry just develops and the panel wall of a kind of Poly Foam with light weight (polystyrene) lamellar body as filler, and the structure of prior art panel wall is shown in Fig. 1 sectional elevation.Prior art panel wall 1 is when building, be on the upper and lower floor face at the default place of body of wall, to be installed with upper and lower truss (not shown) earlier, and lock is established most frameworks 11 between upper and lower truss, install Poly Foam lamellar body 12 11 of these frameworks again, split two netware 13 in Poly Foam lamellar body 12 both sides again, spray on netware 13 with cement paste 14 at last, and the space of 12 of netware 13 and Poly Foam lamellar bodies is tamped, and finish the structure of panel wall 1.This kind prior art panel wall 1 with Poly Foam lamellar body 12 as filler, so have the advantage of light weight, yet tool is not flexible for the Poly Foam material, can't fold or curls, bulky because of it again, therefore quite inconvenience in the carrying very likely causes disrepair phenomenon.And the Poly Foam material can not be subjected to the influence of environment and addle naturally, if can produce hypertoxic gas to destroy the mode processing by fire, so the Poly Foam lamellar body of discarding 12 will form the problem in the environmental protection.More owing to be locking condition between the composition stand 11 of the prior art panel wall 1 and upper and lower truss, cause under the shearing action of earthquake, body of wall will produce crack performance because of relative storey displacement, even collapse.In addition, again because of the default datum strip that can supply leveling powder light foundation of the structure design of prior art panel wall 1, cause follow-up when carrying out the operation of metope leveling powder light, need be dependent on tool for many years the personnel of construction experience just can make metope flatten powder light smoothly, otherwise not only be difficult to make really metope to form smooth and straight plane, and also can thereby improve the activity duration.
Main purpose of the present utility model is providing a kind of Light earthquake-resistant wall, and it is light weight and the displacement that can effectively avoid producing interlayer when earthquake not only.
The purpose of this utility model is achieved in that
A kind of Light earthquake-resistant wall comprises: be installed in upper and lower truss and two netware on the upper and lower floor face respectively; Be characterized in: be provided with most between described this upper and lower truss and separate the stand of standing still for a long while, obturator is filled between these stands, and this two netware places these stand both sides respectively; Leave the gap between median plane in described these stand tops and the last truss, and not fixedly connected between these stand top and bottom ends and this upper and lower truss, and this obturator is anti-guncotton.
In above-mentioned Light earthquake-resistant wall, wherein, be respectively arranged with the flexible shockproof pad of a tool between described each stand bottom and following truss.
In above-mentioned Light earthquake-resistant wall, wherein, described these obturator both sides are provided with most positioning strips, and each positioning strip is L shaped lamellar body, and netware places these positioning strip outsides.
In above-mentioned Light earthquake-resistant wall, wherein, outer corner of described body of wall and place, end angle are provided with most and receive the limit parts, and each is received limit part and has a stator, the reference plate that a primary standard sheet and of being located at stator one end becomes vertical angle to be connected with the primary standard sheet.
The utility model Light earthquake-resistant wall is not owing to be fixed aspect between stand and upper and lower truss, the top of stand and last truss leave certain clearance, so when producing shearing action when the earthquake generation and to building, have splendid resiliency and can effectively avoid the relative storey displacement phenomenon, reach shockproof effect.
By the description of a following embodiment to the utility model Light earthquake-resistant wall, can further understand the purpose of this utility model, specific structural features and advantage in conjunction with its accompanying drawing.Wherein, accompanying drawing is:
Fig. 1 is the cross-sectional structural representation view of prior art panel wall.
Fig. 2 is the three-dimensional decomposition texture schematic diagram according to the Light earthquake-resistant wall that the utility model proposes.
Fig. 3 is the vertical sectional structure schematic diagram according to the Light earthquake-resistant wall that the utility model proposes.
Fig. 4 is the horizontal sectional structure schematic diagram according to the Light earthquake-resistant wall that the utility model proposes.
As shown in Figure 2, this is the three-dimensional decomposition texture schematic diagram of Light earthquake-resistant wall of the utility model one preferred embodiment.The Light earthquake-resistant wall 2 of present embodiment includes the upper and lower truss 21,22 that is separately positioned on upper and lower floor face (not shown), most are separated the stand 23 that is placed on 21,22 of upper and lower truss, filling is in the obturator 24 of 23 of these stands, and the members such as two netware 25 of these stand 23 both sides that are placed in.This obturator 24 is anti-guncotton, light weight and tool are flexible, and these stand 23 both sides can be installed with most positioning strips 26 respectively, each positioning strip 26 is L shaped lamellar body, has a lug 261 that protrudes, and make netware 25 place these positioning strip 26 outsides, in addition being respectively arranged with one at each stand 23 bottom and 22 of following truss can be by the shockproof pad 27 that the rubber material is made and tool is flexible, and this netware 25 is an expansion web.
Please cooperate referring to Fig. 3 and shown in Figure 2, this is the vertical sectional structure schematic diagram of Light earthquake-resistant wall of the utility model one preferred embodiment.The Light earthquake-resistant wall 2 of present embodiment is when construction, only need and to go up, following truss 21,22 are arranged at respectively, downstairs on the aspect (not shown), and with upright being located on this of a majority stand 23 separation, following truss 21,22, and the top of these stands 23, bottom and last, following truss 21,22 are not fixedly connected aspect, the bottom of these stands 23 just can place down on the shockproof pad 27 in the truss 22, the top of these stands 23 and last truss 21, leave the gap of 5～10mm between 22 interior median plane, when the shearing action of earthquake, utilize stand 23 with last, following truss 21,22 unconsolidated structure designs, cooperate the setting of the shockproof pad 27 of truss 22 bottoms down, can fill a part splendid resiliency and the flexibility of performance, effectively to avoid the phenomenon of relative storey displacement really.Then at 23 filling obturators 24 of these stands, and be installed with most positioning strips 26 in these stand 23 both sides, so that the benchmark of follow-up leveling powder light operation to be provided, utilize most fixed screws 31 that these netware 25 lockings are positioned at these stand 23 both sides again, the netware 25 that be positioned at positioning strip 26 places this moment is raised position, carries out concrete grout or cement paste then and sprays operation.Concrete grout that is sprayed or cement paste are clogged in the space of 24 of netware 25 and obturators via 251 (see figure 2)s of the hole on the netware 25, and in netware 25 is coated on, to improve concrete grout or the cement paste adhesive power when fixed, and then form layer of concrete or the cement layer 32 that is interconnected, to reach the intensity that strengthens wall body structure.
As shown in Figure 3, this netware 25 is netted lamellar body, lug 261 that can be by positioning strip 26 protrude out height, the layer of concrete of obturator 24 or the thickness of cement layer 32 are protruded in control, outer rim according to the lug 261 of positioning strip 26 is a basic point simultaneously, as the benchmark of trowel leveling, make layer of concrete or cement layer 32 protrude the coating thickness equalization of obturator 24, promptly finish the construction of this Light earthquake-resistant wall 2.
As shown in Figure 4, this is the horizontal sectional structure schematic diagram of Light earthquake-resistant wall of the utility model one preferred embodiment, and please cooperate referring to shown in Figure 2, the Light earthquake-resistant wall 2 of present embodiment also includes one and receives limit part 28, this receipts limit part 28 has a stator 281, one is formed on the primary standard sheet 282 of stator 281 1 ends, an and secondary standard sheet 283 that is connected with 282 one-tenth vertical angles of primary standard sheet, by receiving limit part 28 nails corner outside body of wall admittedly, and make it main, secondary standard sheet 282,283 conflict respectively is positioned at the stand 23 of two bodies of wall connected vertically, with the benchmark as the bottoming leveling at body of wall corner and place, end angle.
In sum, the utility model Light earthquake-resistant wall makes it compared with prior art owing to adopted above-mentioned technology, has following advantage and effect:
1. shockproof effect is good:
Be not fixed aspect between these stands of the utility model Light earthquake-resistant wall and upper and lower truss, and cooperate Leave the gap of 5～10mm between the interior median plane of the top of these stands and upper truss, and at the bottom of these stands End places on the Shockproof gasket in the lower truss, so that earthquake is when taking place, no matter be left and right rocking or upper and lower shake Moving, for the shearing action that building produces, this Light earthquake-resistant wall can both fill part resiliency that performance is splendid with Pliability, really effectively to avoid the phenomenon of relative storey displacement, the obturator that anti-guncotton is made has shock-absorbing functions, Make the utility model really can reach shockproof effect.
2. light weight and meet environmental protection:
Because the utility model Light earthquake-resistant wall is that anti-guncotton with light weight and tool flexible material is as obturator, again Spray concrete grout or cement mortar in its both sides, so have the characteristic of light weight, discarding because of anti-guncotton material simultaneously Bury or destroy by fire Shi Buhui and produce toxic gas, and then meet environmental protection.
Claims (4)
1. a Light earthquake-resistant wall comprises: be installed in upper and lower truss and two netware on the upper and lower floor face respectively; It is characterized in that:
Be provided with most between described this upper and lower truss and separate the stand of standing still for a long while, obturator is filled between these stands, and this two netware places these stand both sides respectively;
Leave the gap between median plane in described these stand tops and the last truss, and not fixedly connected between these stand top and bottom ends and this upper and lower truss, and this obturator is anti-guncotton.
2. Light earthquake-resistant wall as claimed in claim 1 is characterized in that: be respectively arranged with the flexible shockproof pad of a tool between described each stand bottom and following truss.
3. Light earthquake-resistant wall as claimed in claim 1 is characterized in that: described these obturator both sides are provided with most positioning strips, and each positioning strip is L shaped lamellar body, and netware places these positioning strip outsides.
4. Light earthquake-resistant wall as claimed in claim 1, it is characterized in that: outer corner of described body of wall and place, end angle are provided with most and receive the limit part, each is received limit part and has a stator, the reference plate that a primary standard sheet and of being located at stator one end becomes vertical angle to be connected with the primary standard sheet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98247658 CN2349283Y (en) | 1998-11-27 | 1998-11-27 | Light earthquake-resistant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98247658 CN2349283Y (en) | 1998-11-27 | 1998-11-27 | Light earthquake-resistant wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2349283Y true CN2349283Y (en) | 1999-11-17 |
Family
ID=33992840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98247658 Expired - Fee Related CN2349283Y (en) | 1998-11-27 | 1998-11-27 | Light earthquake-resistant wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2349283Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631648A (en) * | 2013-11-08 | 2015-05-20 | 北新建材集团有限公司 | Vibration preventing and energy saving outer wall enclosing system |
| CN104712063A (en) * | 2015-03-18 | 2015-06-17 | 沈阳建筑大学 | Earthquake-resistant energy-dissipation connecting structure for steel joists and girders |
| CN104805928A (en) * | 2015-03-18 | 2015-07-29 | 沈阳建筑大学 | Pump watering core material fibreboard wrapping sandwich insulation outer wall |
| CN106760179A (en) * | 2016-12-29 | 2017-05-31 | 淮阴工学院 | It is provided with the pin-connected panel precast wall panel structure of dark beam |
| CN109811938A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of assembled filling wall, frame system and its engineering method of the connection of track card slot type |
-
1998
- 1998-11-27 CN CN 98247658 patent/CN2349283Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104631648A (en) * | 2013-11-08 | 2015-05-20 | 北新建材集团有限公司 | Vibration preventing and energy saving outer wall enclosing system |
| CN104712063A (en) * | 2015-03-18 | 2015-06-17 | 沈阳建筑大学 | Earthquake-resistant energy-dissipation connecting structure for steel joists and girders |
| CN104805928A (en) * | 2015-03-18 | 2015-07-29 | 沈阳建筑大学 | Pump watering core material fibreboard wrapping sandwich insulation outer wall |
| CN106760179A (en) * | 2016-12-29 | 2017-05-31 | 淮阴工学院 | It is provided with the pin-connected panel precast wall panel structure of dark beam |
| CN106760179B (en) * | 2016-12-29 | 2018-11-13 | 淮阴工学院 | Pin-connected panel precast wall panel structure equipped with concealed beam |
| CN109811938A (en) * | 2019-03-20 | 2019-05-28 | 河北建筑工程学院 | A kind of assembled filling wall, frame system and its engineering method of the connection of track card slot type |
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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 |