CN203547009U - Foam concrete wallboard and wallboard dry hanging structure using foam concrete wallboard - Google Patents
Foam concrete wallboard and wallboard dry hanging structure using foam concrete wallboard Download PDFInfo
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- CN203547009U CN203547009U CN201320716530.7U CN201320716530U CN203547009U CN 203547009 U CN203547009 U CN 203547009U CN 201320716530 U CN201320716530 U CN 201320716530U CN 203547009 U CN203547009 U CN 203547009U
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Abstract
The utility model discloses a foam concrete wallboard and a wallboard dry hanging structure using the foam concrete wallboard. An avoiding concave part which is used for enabling a wallboard connecting element to be embedded is formed on a board surface of a board body of the foam concrete wallboard; the avoiding concave part is positioned on a bolt configuration part on the board body; one end of the bolt is embedded into the board body, and the other end of the bolt penetrates through the avoiding concave part from the bottom of the avoiding concave part; the end surface of the exposed end of the bolt is not higher than the board surface of the board body. When foam concrete wallboards are carried or transported in an overlapped mode, the bolt can be contained in the board body so as to enable the bolt not to protrude from the board surface of the board body, so that when the bolt is embedded on the board body, the overlapping of two adjacent concrete wallboards cannot be interfered so as to guarantee that overlapped concrete wallboards have a large contact area, so that foam concrete wallboards can be carried or transported stably and reliably in an overlapped mode.
Description
Technical field
The utility model relates to a kind of foam concrete wallboard and adopts the wallboard dried hanging hang structure of this foam concrete wallboard.
Background technology
At present, at the architectural wallboard adopting while carrying out dry hanging construction, be all to hang and be fixed in main structure by metal insert, as the application number disclosed a kind of cladding self-heat conserving curtain wall body of wall based on autoclaved lightweight concrete board of Chinese patent that is 201210072729.0, this body of wall comprises ALC plate (autoclaved lightweight concrete board), the cast of ALC intralamellar part is embedded with reinforced mesh, on reinforced mesh, be welded with built-in embedded part, built-in embedded part has been bolted pressing plate, pressing plate is connected on the angle steel of main structure, be that ALC plate is connected in main structure by pressing plate.But with bolt that built-in embedded part is connected be that mode by strong dress is embedded on ALC plate, if these bolts are to be just mounted before the transhipment of ALC plate, plate face because of existing ALC plate is plane so, and stretch out from ALC plate plate face with the bolt that built-in embedded part is connected, so the exposed division branch of bolt forms circle projection spaced apart on the plate face of ALC plate, at needs, several piece ALC plate is stacked together while transporting, what the projection on two blocks of neighbouring ALC plates can make that ALC plate can not be stable stacks together, affect transportation and the carrying of ALC plate, if bolt is to be arranged at the construction field (site) on ALC plate, before construction, need so, by each bolt corresponding being arranged on ALC plate respectively, to have extended the on-the-spot time of preparing of ALC plate, reduced operating efficiency.
Utility model content
The purpose of this utility model is to provide a kind of can be reliable and stable stacked and transports the foam concrete wallboard of carrying, and the wallboard dried hanging hang structure that uses this foam concrete wallboard is also provided simultaneously.
In order to realize above object, the technical scheme of foam concrete wallboard of the present utility model is as follows:
A kind of foam concrete wallboard, comprise plate body and upper pre-buried fixing bolt thereof, on the plate face of described plate body, offer the recess of dodging submerging for wall board connector, dodge recess bolt arrangement position on plate body, one end of described bolt is submerged in plate body, the other end penetrates and dodges in recess from dodging the bottom of recess, and the end face of the bared end of bolt is not higher than the plate face of plate body.
The described recess of dodging is that transition is connected in the plate face of plate body and the groove between side, and described groove has the side in plate body, the opening inserting for wall board connector.
Described bolt is L-type bolt.
The foam concrete plate body of described plate body for forming by flat-die method or ground embrane method or vertical embrane method or extrusion molding cast.
The technical scheme of wallboard dried hanging hang structure of the present utility model is as follows:
A kind of wallboard dried hanging hang structure, comprise foam concrete wallboard and on the wall board connector that is connected, described foam concrete wallboard comprises plate body and upper pre-buried fixing bolt thereof, described bolt and wall board connector are connected, on the plate face of described plate body, offer the recess of dodging submerging for wall board connector, dodge recess bolt arrangement position on plate body, one end of described bolt is submerged in plate body, the other end penetrates and dodges in recess from dodging the bottom of recess, and the end face of the bared end of bolt is not higher than the plate face of plate body.
Described bolt is L-type bolt.
The described recess of dodging is that transition is connected in the plate face of plate body and the groove between side, and described groove has the side in plate body, the opening inserting for wall board connector.
Described foam concrete wallboard has more than two, and the opposite end of adjacent two foam concrete wallboards is connected on same room beam connection by each self-corresponding wall board connector respectively.
Wall board connector on adjacent two foam concrete wallboards is respectively Z-type pressing plate and T-shaped pressing plate, and the both wing portions of T-shaped pressing plate is connected in respectively on bolt and room beam connection, and the stem portion of T-shaped pressing plate is folded between the opposite end of two foam concrete wallboards.
The foam concrete plate body of described plate body for forming by flat-die method or ground embrane method or vertical embrane method or extrusion molding cast.
The utility model offers and dodges recess on the plate face of plate body, this dodges recess in bolt arrangement position, so that submerge in one end of bolt in plate body, the other end penetrates and dodges in recess from dodging the bottom of recess, the end face of the bared end of bolt is not higher than the plate face of plate body, thereby when carrying out the stacked carrying of foam concrete wallboard or transporting, bolt can be incorporated in plate body, so that bolt is not outstanding from the plate face of plate body, on plate body, pre-buried fixing bolt just can not interfered the stacked of adjacent two foam concrete wallboards like this, to guarantee that the foam concrete wallboard stacking together has larger contact area, make stacked carrying or transportation that foam concrete wallboard can be reliable and stable.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of embodiment deadlight of the utility model dried hanging hang structure;
Fig. 2 is the structural representation of foam concrete wallboard in Fig. 1;
Fig. 3 is the left view of Fig. 2;
Fig. 4 be in Fig. 3 A-A to profile;
Fig. 5 is the left view of Fig. 3;
Fig. 6 is the structural representation of top board in Fig. 1;
Fig. 7 is the left view of Fig. 6;
Fig. 8 is the structural representation of lower platen in Fig. 1;
Fig. 9 is the top view of Fig. 8;
Figure 10 is the right view of Fig. 8.
The specific embodiment
The embodiment of wallboard dried hanging hang structure of the present utility model: as shown in Figures 1 to 10, this wallboard dried hanging hang structure is the external wall structure being applied in steel building, it comprises room beam 1, floor 2, room beam connection 3, cornice sheathing 4, wainscot sheathing 5, cornice sheathing connector 6 and wainscot sheathing connector 7, the below of room beam 1 in floor 2 wherein, the right-hand member of room beam connection 3 is fixed between room beam 1 and floor 2, the left side of left end in floor 2, cornice sheathing 4 is connected in the upside of room beam connection 3 by cornice sheathing connector 6, wainscot sheathing 5 is connected in the downside of room beam connection 3 by wainscot sheathing connector 7.And on, wainscot sheathing 4, 5 to be front side be tenon, rear side is the foam concrete wallboard of tongue and groove, foam concrete wallboard is the plate body 10 being formed by foam concrete cast, the interior pre-buried reinforced mesh 11 of plate body 10, reinforcing rib 12 and pre-embedded bolt 13 that on reinforced mesh 11, welding is connected, wherein pre-embedded bolt 13 is arranged in the upper of plate body 10, lower end positions place, and at the two ends up and down of plate body 10 in pre-embedded bolt 13 position places respectively correspondence offer and dodge recess 14, this is dodged recess 14 transition and is connected to the right plate face of plate body 10 and upper, between downside, with the right plate face at plate body 10 and on, between downside, form the groove of dodging that transition is connected to step between the two, this is dodged groove and has upper in plate body 10, construction opening on downside and right side, and the stone bolt that pre-embedded bolt 13 is L-type, the L-type polished rod of pre-embedded bolt 13 partly submerges in plate body 10, the screw portion of L-type bolt penetrates and dodges in recess 14 from dodging the bottom of recess 14, the end face of the bared end of screw portion is concordant with the right plate face of plate body 10.
Room beam 1 is the girder steel being formed by i iron.Room beam connection 3 is the Angle connection parts that formed by angle bar, and the left end of room beam connection 3 is upturned.Cornice sheathing connector 6 is Z-type pressing plate, pre-embedded bolt 13 tops of the step part of Z-type pressing plate in cornice sheathing 4, on the downside flat board of Z-type pressing plate, offer the bolt penetration hole of passing for pre-embedded bolt 13, and the lower end of the downside flat board of Z-type pressing plate is inserted between floor 2 and room beam connection 3.Wainscot sheathing connector 7 is T-shaped pressing plate, on the lower wing plate 71 of T-shaped pressing plate, offer the slotted hole of the front and back extension of passing for the pre-embedded bolt 13 on wainscot sheathing 5, the upper flange 72 of T-shaped pressing plate is weldingly fixed on the left surface of room beam connection 3, the trunk 73 of T-shaped pressing plate is clamped between the opposite end of upper and lower wallboard 4,5, and offer the breach that extends to trunk right-hand member from upper edge on the upper flange 72 of T-shaped pressing plate, so that the upper flange of T-shaped pressing plate is U-shaped plate body.Place, assembling gap in the opposite end of upper and lower wallboard 4,5 is also provided with sealed gluing block 8, with the assembling gap between the opposite end of the upper and lower wallboard 4,5 of shutoff.
In the present embodiment, the plate body 10 of foam concrete wallboard is, with mechanical means, the aqueous solution that is mixed with foaming agent is prepared into foam, join in the slip forming containing siliceous material (sand, flyash), calcareous material (lime, cement), water and auxiliary agent a kind of lightweight cellular concrete sheet material forming through mix and blend, moulding by casting, maintenance.The specification of this foam concrete wallboard is thickness H* width 600mm* length (building floor height).Moulding based on froth foam concrete panel, the production technology of ground embrane method, flat-die method, formwork erection method and extrusion molding should not be at the preburied component of the pre-buried projecting plate face of plate face, this kind of wallboard improves by the base plate to mould, can utilize flat-die method large-scale industrial production.
In the above-described embodiments, dodge the upper/lower terminal of recess in plate body, so that wall board connector packs into and dodges in recess from the side of plate body, and upper and lower wallboard can be connected on same room beam connection by corresponding respectively wall board connector, in other embodiments, dodge the middle part that recess also can be in plate body, the structure of wall board connector also needs corresponding variation like this, so that wall board connector can partly pack into and dodge in recess.
In the above-described embodiments, wallboard dried hanging hang structure is between building two-layer, and is the wallboard more than floor not at the top layer of building, so only needs wainscot sheathing, and need to remove corresponding cornice sheathing.
The embodiment of foam concrete wallboard of the present utility model: in the present embodiment, the structure of foam concrete wallboard is identical with the structure of foam concrete wallboard in above-described embodiment, therefore repeats no more.
Claims (10)
1. a foam concrete wallboard, comprise plate body and upper pre-buried fixing bolt thereof, it is characterized in that, on the plate face of described plate body, offer the recess of dodging submerging for wall board connector, dodge recess bolt arrangement position on plate body, one end of described bolt is submerged in plate body, the other end penetrates and dodges in recess from dodging the bottom of recess, and the end face of the bared end of bolt is not higher than the plate face of plate body.
2. foam concrete wallboard according to claim 1, is characterized in that, described in to dodge recess be that transition is connected in the plate face of plate body and the groove between side, described groove has the side in plate body, the opening inserting for wall board connector.
3. foam concrete wallboard according to claim 1, is characterized in that, described bolt is L-type bolt.
4. according to the foam concrete wallboard described in claim 1 or 2 or 3, it is characterized in that the foam concrete plate body of described plate body for forming by flat-die method or ground embrane method or vertical embrane method or extrusion molding cast.
5. a wallboard dried hanging hang structure, comprise foam concrete wallboard and on the wall board connector that is connected, described foam concrete wallboard comprises plate body and upper pre-buried fixing bolt thereof, described bolt and wall board connector are connected, it is characterized in that, on the plate face of described plate body, offer the recess of dodging submerging for wall board connector, dodge recess bolt arrangement position on plate body, one end of described bolt is submerged in plate body, the other end penetrates and dodges in recess from dodging the bottom of recess, and the end face of the bared end of bolt is not higher than the plate face of plate body.
6. wallboard dried hanging hang structure according to claim 5, is characterized in that, described bolt is L-type bolt.
7. wallboard dried hanging hang structure according to claim 5, is characterized in that, described in to dodge recess be that transition is connected in the plate face of plate body and the groove between side, described groove has the side in plate body, the opening inserting for wall board connector.
8. wallboard dried hanging hang structure according to claim 7, is characterized in that, described foam concrete wallboard has more than two, and the opposite end of adjacent two foam concrete wallboards is connected on same room beam connection by each self-corresponding wall board connector respectively.
9. wallboard dried hanging hang structure according to claim 8, it is characterized in that, wall board connector on adjacent two foam concrete wallboards is respectively Z-type pressing plate and T-shaped pressing plate, the both wing portions of T-shaped pressing plate is connected in respectively on bolt and room beam connection, and the stem portion of T-shaped pressing plate is folded between the opposite end of two foam concrete wallboards.
10. according to the wallboard dried hanging hang structure described in any one in claim 5 to 9, it is characterized in that the foam concrete plate body of described plate body for forming by flat-die method or ground embrane method or vertical embrane method or extrusion molding cast.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320716530.7U CN203547009U (en) | 2013-11-13 | 2013-11-13 | Foam concrete wallboard and wallboard dry hanging structure using foam concrete wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320716530.7U CN203547009U (en) | 2013-11-13 | 2013-11-13 | Foam concrete wallboard and wallboard dry hanging structure using foam concrete wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203547009U true CN203547009U (en) | 2014-04-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320716530.7U Expired - Fee Related CN203547009U (en) | 2013-11-13 | 2013-11-13 | Foam concrete wallboard and wallboard dry hanging structure using foam concrete wallboard |
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| CN (1) | CN203547009U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895279A (en) * | 2015-06-26 | 2015-09-09 | 长沙远大住宅工业集团有限公司 | Dry hanging connecting structure of precast outer wallboard and precast beam and construction method of dry hanging connecting structure |
| CN104912231A (en) * | 2015-06-26 | 2015-09-16 | 长沙远大住宅工业集团有限公司 | Dry-hanging connecting structure of precast outer wall panel and shear wall and construction method of same |
| CN106894515A (en) * | 2017-03-30 | 2017-06-27 | 浙江达攀环保科技有限公司 | A kind of steel construction assembled architecture outer wall board connecting structure |
| CN107542192A (en) * | 2017-10-19 | 2018-01-05 | 华北水利水电大学 | Complex heat-preservation permanent formwork and its use installation method |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
-
2013
- 2013-11-13 CN CN201320716530.7U patent/CN203547009U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895279A (en) * | 2015-06-26 | 2015-09-09 | 长沙远大住宅工业集团有限公司 | Dry hanging connecting structure of precast outer wallboard and precast beam and construction method of dry hanging connecting structure |
| CN104912231A (en) * | 2015-06-26 | 2015-09-16 | 长沙远大住宅工业集团有限公司 | Dry-hanging connecting structure of precast outer wall panel and shear wall and construction method of same |
| CN106894515A (en) * | 2017-03-30 | 2017-06-27 | 浙江达攀环保科技有限公司 | A kind of steel construction assembled architecture outer wall board connecting structure |
| CN106894515B (en) * | 2017-03-30 | 2022-05-20 | 浙江乾刚新材料科技有限公司 | Steel construction assembly type building side fascia connection structure |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
| CN107542192A (en) * | 2017-10-19 | 2018-01-05 | 华北水利水电大学 | Complex heat-preservation permanent formwork and its use installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140416 Termination date: 20161113 |