CN204753892U - No mortar joint brick wall - Google Patents
No mortar joint brick wall Download PDFInfo
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- CN204753892U CN204753892U CN201520417884.0U CN201520417884U CN204753892U CN 204753892 U CN204753892 U CN 204753892U CN 201520417884 U CN201520417884 U CN 201520417884U CN 204753892 U CN204753892 U CN 204753892U
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- brick
- reinforcing bar
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- porous
- porous brick
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Abstract
The utility model discloses a no mortar joint brick wall, no mortar joint brick wall is including laying at the bottom reinforcing bar of bottom net, and the bottom reinforcing bar is online square has laid a plurality of layers of porous brick, be equipped with a plurality of vertical through -holes on the porous brick, insert in the through -hole of porous brick from the porous vertical reinforcing bar that runs through the bottom porous brick of top layer, insert and still built cement mortar in the through -hole of vertical reinforcing bar. The utility model provides a no mortar joint brick wall and the method of building by laying bricks or stones, adopt the porous brick to build by laying bricks or stones, vertical reinforcing bar has been inserted in the through -hole of porous brick, bottom at the brick wall, the reinforcing bar net has been laid to intermediate level and top layer, whenever, lay a plurality of layers of porous brick, cement mortar pours in the through -hole to the porous brick of inserting vertical reinforcing bar, cement mortar needn't pour between every layer of brick, just can rely on reinforcing bar net and vertical reinforcing bar to guarantee the stability of whole brick wall, the mortar joint of formation between every layer of brick has been avoided, the aesthetic measure of brick wall has been improved, cement mortar has been practiced thrift, the speed of building by laying bricks or stones has been improved.
Description
Technical field
The utility model relates to brick wall and builds by laying bricks or stones, particularly a kind of without mortar joint brick wall and building method thereof.
Background technology
Traditional builds brick-wall model by laying bricks or stones, the surface layer of cement mortar can be formed between fragment of brick and fragment of brick, if but this come after cement mortar is solidified by the time, to produce in the outward appearance of whole face brick wall and have the shape of mortar joint to exist, cause the visual Landscape of whole face brick wall to become clathrate, seem very messy.For improving this disappearance, usually paint must be whitewashed again at the outward appearance surface layer of whole face brick wall, or stick ceramic tile, or decorate all kinds of stone material, just can effectively cover the mortar joint produced between its fragment of brick, but this measure significantly certainly will be risen for the cost of whole face brick wall, and certainly will extend the duration, the expenditure that manpower adds every cost does not meet economic utility, really has necessity of improvement.Moreover, this traditional fragment of brick to the section of holding of cement mortar because being only plane, therefore the length of holding of its section only just equal the clear span length in its brick face and oneself, power of holding also only just is confined to the surface layer of horizontal joint, structural strength is not high, and most worryingly traditional brick is easy to because of human factors such as technology, and the mortar joint causing cement mortar to produce is not of uniform size, make the fastness between fragment of brick and fragment of brick become uneven, affect construction landscape and the quality intensity thereof of brick wall.
Utility model content
For overcoming the shortcomings and deficiencies of above-mentioned prior art, the utility model provides a kind of without mortar joint brick wall and building method thereof.
The technical solution of the utility model is:
A kind of without mortar joint brick wall, comprise the bottom layer of the reinforcing steel net being laid on bottom, bottom layer of the reinforcing steel is just equipped with some layers of porous brick on the net, described porous brick is provided with multiple vertical through hole, the through hole consistency from top to bottom of every layer of porous brick, be inserted with the vertical reinforcing bar extending through underlying porous brick from top layer porous in the through hole of porous brick, in the through hole being inserted with vertical reinforcing bar, also build cement mortar.
Preferably, top layer steel mesh reinforcement is also laid in the top of described top layer porous brick, and described top layer steel mesh reinforcement and vertical reinforcing bar are fixed by steel wire lashing.
Preferably, the intermediate layer of described some layers of porous brick is also at least equipped with one deck intermediate layer steel mesh reinforcement between certain is two-layer, and intermediate layer steel mesh reinforcement and vertical reinforcing bar are fixed by steel wire lashing.
Preferably, described some layers of porous brick lay one deck steel mesh reinforcement every ten layers from the bottom up.
Without a building method for mortar joint brick wall, comprise step:
S1, first laying one deck bottom layer of the reinforcing steel net;
S2, on bottom layer of the reinforcing steel net bottom layer, lay first floor porous brick, then with the through hole of steel wire by porous brick, itself and the colligation of bottom layer of the reinforcing steel net are fixed;
S3, continue to lay N-1 layer porous brick above first floor porous brick, the through hole consistency from top to bottom of every layer of porous brick, then inserts vertical reinforcing bar in the through hole of the N layer porous brick laid;
S4, to insert vertical reinforcing bar N layer porous brick through hole in joints cement mortar;
S5, continue to lay N layer porous brick along vertical reinforcing bar above the N layer porous brick laid, then above 2N layer porous brick, one deck steel mesh reinforcement is laid, the steel mesh reinforcement of this layer and vertical reinforcing bar are fixed by steel wire lashing, simultaneously to joints cement mortar in the through hole of N+1 ~ 2N layer porous brick of the vertical reinforcing bar of insertion;
S6, repetition step S4 and S5, often lay N layer porous brick and just build a cement mortar, often lay 2N layer porous brick and just lay one deck steel mesh reinforcement, until after being routed to one deck porous brick of most top layer, build a cement mortar again and lay one deck top layer steel mesh reinforcement, complete building by laying bricks or stones without mortar joint brick wall.
Preferably, the value of described N is 3 ~ 6.
The utility model has the advantages that:
Provided by the utility model without mortar joint brick wall and building method thereof, porous brick is adopted to build by laying bricks or stones, vertical reinforcing bar is inserted with in the through hole of porous brick, at the bottom of brick wall, intermediate layer and top layer are equipped with steel mesh reinforcement, steel mesh reinforcement and vertical reinforcing bar steel wire lashing are fixed, often lay some layers of porous brick, to be inserted with vertical reinforcing bar porous brick through hole in joints cement mortar, need not between every layer of brick joints cement mortar, steel mesh reinforcement and vertical reinforcing bar just can be relied on to ensure the stability of whole brick wall, avoid the mortar joint formed between every layer of brick, improve the aesthetic measure of brick wall, save cement mortar, improve the speed of building by laying bricks or stones.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is further described:
Fig. 1 is the structural representation of the bottom layer of the reinforcing steel net laid in the utility model embodiment;
Fig. 2 is the structural representation having laid first floor porous brick in the utility model embodiment;
Fig. 3 is the structural representation laid 5 layers of porous brick in the utility model embodiment and inserted vertical reinforcing bar;
Fig. 4 is the structural representation laid 10 layers of porous brick in the utility model embodiment and laid intermediate layer steel mesh reinforcement;
Fig. 5 is the structural representation having laid top layer steel mesh reinforcement in the utility model embodiment.
Detailed description of the invention
As Figure 1-5, the utility model disclose without mortar joint brick wall, comprise the bottom layer of the reinforcing steel net 1 being laid on bottom, bottom layer of the reinforcing steel is just equipped with some layers of porous brick 2 on the net, described porous brick 2 is provided with multiple vertical through hole 21, through hole 21 consistency from top to bottom of every layer of porous brick, is inserted with the vertical reinforcing bar 3 extending through underlying porous brick from top layer porous in the through hole of porous brick, also built cement mortar in the through hole being inserted with vertical reinforcing bar 3.Top layer steel mesh reinforcement 4 is also laid in the top of described top layer porous brick, and described top layer steel mesh reinforcement 4 is fixed by steel wire lashing with vertical reinforcing bar 3.The intermediate layer of described some layers of porous brick is also at least equipped with one deck intermediate layer steel mesh reinforcement 5 between certain is two-layer, and intermediate layer steel mesh reinforcement 5 and vertical reinforcing bar are fixed by steel wire lashing.Shown in Fig. 4, lay one deck intermediate layer steel mesh reinforcement 5 above the 10th layer of porous brick from the bottom up.
Building method without mortar joint brick wall described in the utility model, comprises step:
S1, as shown in Figure 1, first lays one deck bottom layer of the reinforcing steel net 1;
S2, as shown in Figure 2, bottom layer of the reinforcing steel net 1 is laid first floor porous brick 2, then with the through hole 21 of steel wire by porous brick, itself and the colligation of bottom layer of the reinforcing steel net are fixed;
S3, as shown in Figure 3, above first floor porous brick, continue laying 4 layers of porous brick, the through hole consistency from top to bottom of every layer of porous brick, then in the through hole of the 5 layers of porous brick laid, insert vertical reinforcing bar 3;
S4, to insert vertical reinforcing bar 5 layers of porous brick through hole in joints cement mortar;
S5, as shown in Figure 4, laying 5 layers of porous brick are continued along vertical reinforcing bar 3 above the 5 layers of porous brick 2 laid, then above the 10th layer of porous brick, one deck intermediate layer steel mesh reinforcement 5 is laid, the intermediate layer steel mesh reinforcement of this layer and vertical reinforcing bar are fixed by steel wire lashing, simultaneously to joints cement mortar in the through hole of the 6-10 layer porous brick of the vertical reinforcing bar of insertion;
S6, as shown in Figure 5, repeat step S4 and S5, often lay 5 layers of porous brick and just build a cement mortar, often lay 10 layers of porous brick and just lay one deck intermediate layer steel mesh reinforcement, until after being routed to one deck porous brick of most top layer, build a cement mortar again and lay one deck top layer steel mesh reinforcement, complete building by laying bricks or stones without mortar joint brick wall.
Claims (4)
1. one kind without mortar joint brick wall, it is characterized in that: comprise the bottom layer of the reinforcing steel net being laid on bottom, bottom layer of the reinforcing steel is just equipped with some layers of porous brick on the net, described porous brick is provided with multiple vertical through hole, the through hole consistency from top to bottom of every layer of porous brick, be inserted with the vertical reinforcing bar extending through underlying porous brick from top layer porous in the through hole of porous brick, in the through hole being inserted with vertical reinforcing bar, also build cement mortar.
2. according to claim 1 without mortar joint brick wall, it is characterized in that: top layer steel mesh reinforcement is also laid in the top of described top layer porous brick, described top layer steel mesh reinforcement and vertical reinforcing bar are fixed by steel wire lashing.
3. according to claim 2 without mortar joint brick wall, it is characterized in that: the intermediate layer of described some layers of porous brick is also at least equipped with one deck intermediate layer steel mesh reinforcement between certain is two-layer, and intermediate layer steel mesh reinforcement and vertical reinforcing bar are fixed by steel wire lashing.
4. according to claim 3 without mortar joint brick wall, it is characterized in that: described some layers of porous brick lay one deck steel mesh reinforcement every ten layers from the bottom up.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520417884.0U CN204753892U (en) | 2015-06-17 | 2015-06-17 | No mortar joint brick wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520417884.0U CN204753892U (en) | 2015-06-17 | 2015-06-17 | No mortar joint brick wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204753892U true CN204753892U (en) | 2015-11-11 |
Family
ID=54468615
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520417884.0U Expired - Fee Related CN204753892U (en) | 2015-06-17 | 2015-06-17 | No mortar joint brick wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204753892U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239698A (en) * | 2015-06-17 | 2016-01-13 | 盐城工学院 | Jointless brick wall and building method thereof |
| CN111305417A (en) * | 2020-03-07 | 2020-06-19 | 中青宏发集团有限公司 | House wall structure and construction method thereof |
-
2015
- 2015-06-17 CN CN201520417884.0U patent/CN204753892U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105239698A (en) * | 2015-06-17 | 2016-01-13 | 盐城工学院 | Jointless brick wall and building method thereof |
| CN111305417A (en) * | 2020-03-07 | 2020-06-19 | 中青宏发集团有限公司 | House wall structure and construction method thereof |
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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 |
Granted publication date: 20151111 Termination date: 20160617 |
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| CF01 | Termination of patent right due to non-payment of annual fee |