CN105239698A - Jointless brick wall and building method thereof - Google Patents
Jointless brick wall and building method thereof Download PDFInfo
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- CN105239698A CN105239698A CN201510335266.6A CN201510335266A CN105239698A CN 105239698 A CN105239698 A CN 105239698A CN 201510335266 A CN201510335266 A CN 201510335266A CN 105239698 A CN105239698 A CN 105239698A
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Abstract
The invention discloses a jointless brick wall and a building method thereof. The jointless brick wall comprises a bottom reinforcing fabric spread at the bottom. A plurality of layers of porous bricks are spread over the bottom reinforcing fabric. The porous bricks are provided with a plurality of vertical through holes. Vertical rebars penetrating from top porous bricks to bottom porous bricks are inserted into the through holes of the porous bricks. The jointless brick wall and the building method thereof employ the porous bricks for building, and the vertical rebars are inserted into the through holes of the porous bricks. The reinforcing fabrics are spread at the bottom, in the middle and at the top of the brick wall, whenever the plurality of layers of porous bricks are spread, cement mortar is poured into the through holes of the porous bricks in which the vertical rebars are inserted, pouring the cement mortar between every two layers of bricks is not required, overall stability of the brick wall is ensured by the aid of the reinforcing fabrics and the vertical rebars, mortar joints are avoided forming between every two layers of bricks, attractiveness of the brick wall is improved, cement mortar is saved, and building speed is increased.
Description
Technical field
The present invention relates to brick wall to build 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.
Summary of the invention
For overcoming the shortcomings and deficiencies of above-mentioned prior art, the invention provides a kind of without mortar joint brick wall and building method thereof.
Technical scheme of the present invention 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.
Advantage of the present invention is:
Provided by the present invention 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 invention will be further described:
Fig. 1 is the structural representation of the bottom layer of the reinforcing steel net laid in the embodiment of the present invention;
Fig. 2 is the structural representation having laid first floor porous brick in the embodiment of the present invention;
Fig. 3 is the structural representation laid 5 layers of porous brick in the embodiment of the present invention and inserted vertical reinforcing bar;
Fig. 4 is the structural representation having laid top layer steel mesh reinforcement in the embodiment of the present invention.
Detailed description of the invention
As Figure 1-4, disclosed 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 of the present invention, 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 4, 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 (6)
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.
5. without a building method for mortar joint brick wall, it is characterized in that, comprise step:
S1, first laying one deck bottom layer of the reinforcing steel net;
S2, lay first floor porous brick on the net at bottom bottom layer of the reinforcing steel, 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.
6. the building method without mortar joint brick wall according to claim 5, is characterized in that, the value of described N is 3 ~ 6.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335266.6A CN105239698A (en) | 2015-06-17 | 2015-06-17 | Jointless brick wall and building method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510335266.6A CN105239698A (en) | 2015-06-17 | 2015-06-17 | Jointless brick wall and building method thereof |
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| Publication Number | Publication Date |
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| CN105239698A true CN105239698A (en) | 2016-01-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510335266.6A Pending CN105239698A (en) | 2015-06-17 | 2015-06-17 | Jointless brick wall and building method thereof |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696726A (en) * | 2016-03-23 | 2016-06-22 | 哈尔滨展大科技有限责任公司 | Net wall structure provided with straw bricks |
| CN106988451A (en) * | 2017-04-28 | 2017-07-28 | 中联西北工程设计研究院有限公司 | A kind of building external sunshade wall |
| CN109162418A (en) * | 2018-10-25 | 2019-01-08 | 宁波建工建乐工程有限公司 | Porous brick external decoration wall cladding system |
| CN112359980A (en) * | 2020-12-03 | 2021-02-12 | 王光顺 | Connecting method of building assembly structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101041981A (en) * | 2007-04-30 | 2007-09-26 | 哈尔滨工业大学 | Reinforcing bars building block short-limb masonry shear wall structure |
| CN102155059A (en) * | 2010-11-29 | 2011-08-17 | 黄靓 | Multi-row hole thermal insulation building block reinforcing bar masonry wall system |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN103174252A (en) * | 2011-12-20 | 2013-06-26 | 江西省伟义科技发展有限公司 | Self-thermal-insulation earthquake-proof building block and application method |
| CN204753892U (en) * | 2015-06-17 | 2015-11-11 | 盐城工学院 | No mortar joint brick wall |
-
2015
- 2015-06-17 CN CN201510335266.6A patent/CN105239698A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101041981A (en) * | 2007-04-30 | 2007-09-26 | 哈尔滨工业大学 | Reinforcing bars building block short-limb masonry shear wall structure |
| CN102155059A (en) * | 2010-11-29 | 2011-08-17 | 黄靓 | Multi-row hole thermal insulation building block reinforcing bar masonry wall system |
| CN103174252A (en) * | 2011-12-20 | 2013-06-26 | 江西省伟义科技发展有限公司 | Self-thermal-insulation earthquake-proof building block and application method |
| CN102561551A (en) * | 2012-01-10 | 2012-07-11 | 湖南大学 | Thick wall and construction method thereof |
| CN204753892U (en) * | 2015-06-17 | 2015-11-11 | 盐城工学院 | No mortar joint brick wall |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105696726A (en) * | 2016-03-23 | 2016-06-22 | 哈尔滨展大科技有限责任公司 | Net wall structure provided with straw bricks |
| CN106988451A (en) * | 2017-04-28 | 2017-07-28 | 中联西北工程设计研究院有限公司 | A kind of building external sunshade wall |
| CN109162418A (en) * | 2018-10-25 | 2019-01-08 | 宁波建工建乐工程有限公司 | Porous brick external decoration wall cladding system |
| CN112359980A (en) * | 2020-12-03 | 2021-02-12 | 王光顺 | Connecting method of building assembly structure |
| CN112359980B (en) * | 2020-12-03 | 2021-11-26 | 王光顺 | Connecting method of building assembly structure |
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Application publication date: 20160113 |