CN104358361B - A kind of small dimension section bar large area laying structure and construction method - Google Patents
A kind of small dimension section bar large area laying structure and construction method Download PDFInfo
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- CN104358361B CN104358361B CN201410671090.7A CN201410671090A CN104358361B CN 104358361 B CN104358361 B CN 104358361B CN 201410671090 A CN201410671090 A CN 201410671090A CN 104358361 B CN104358361 B CN 104358361B
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- Prior art keywords
- section bar
- large area
- plate
- small dimension
- area section
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- 238000010276 construction Methods 0.000 title claims abstract description 35
- 239000002775 capsule Substances 0.000 claims abstract description 21
- 239000000565 sealant Substances 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 40
- 230000002787 reinforcement Effects 0.000 claims description 20
- 238000007789 sealing Methods 0.000 claims description 11
- 239000004568 cement Substances 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 229920001971 elastomer Polymers 0.000 claims description 5
- 230000004888 barrier function Effects 0.000 claims description 4
- 238000005253 cladding Methods 0.000 claims description 4
- 239000011398 Portland cement Substances 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 238000004364 calculation method Methods 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 3
- 239000003344 environmental pollutant Substances 0.000 claims description 3
- 239000004746 geotextile Substances 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 231100000719 pollutant Toxicity 0.000 claims description 3
- 229920002635 polyurethane Polymers 0.000 claims description 3
- 239000004814 polyurethane Substances 0.000 claims description 3
- 230000011218 segmentation Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 7
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 239000011521 glass Substances 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 238000005034 decoration Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Building Environments (AREA)
Abstract
A kind of small dimension section bar large area laying structure, including two base plate being parallel to each other on building both walls or beam slab, large area section bar plate it is installed with between two base plates, filling with sealant layer between the gap of large area section bar plate and building both walls or beam slab, its simple in construction, convenient to carry out, the problem that can effectively solve small dimension section bar large area rapid construction, speed of application is fast, being greatly improved efficiency of construction and field fabrication precision, quality is guaranteed, and construction cost is low, range is wide, and using effect is notable.The construction method of the present invention is be applicable to the large area laying construction of small dimension section bar, it is simple to implement, and speed of application is fast, and flatness is easily controllable, and construction precision is high, and diaphragm capsule is reusable, and stock utilization is high, can be substantially reduced construction cost.
Description
Technical field
The invention belongs to building decoration and fitment structure and construction method technical field, particularly to a kind of small dimension section bar large area laying structure and construction method.
Background technology
At present, in Building decorating and repairs engineering, the typically ornament materials being used as roofing of hollow glass block more.When hollow glass block is constructed for roofing daylighting, the effect of daylighting can be played, insulation, heat insulation effect can be played again, surely belong to the green construction material of energy-conserving and environment-protective；Meanwhile, also can meet the artistic effect that designer pursues, increase aesthetic feeling for building.
But, due to the specification of hollow glass block smaller (generally 190*190*80mm), conventional construction method is: first welded framework, then in skeleton, lay hollow glass block, its speed of application is slow, and flatness is not easily controlled, and construction quality is poor, intensive skeleton also affects the room effect of hollow glass block, destroys building overall appearance.
Summary of the invention
The invention provides a kind of efficiency of construction is high, construction precision is high and with low cost small dimension section bar large area laying structure and construction method.
For achieving the above object, the technical scheme is that a kind of small dimension section bar large area laying structure, including two base plate being parallel to each other on building both walls or beam slab, large area section bar plate, filling with sealant layer between the gap of large area section bar plate and building both walls or beam slab it is installed with between two base plates.
Described large area section bar plate includes the monolithic small dimension section bar that three row, 12 rows are bondd by pouring material, is provided with two-layer bar-mat reinforcement in pouring material.
Described large area section bar panel surface is provided with the sealing strip of cladding pouring material.
The width that size is 2410*610*100mm, pouring material and sealing strip of described large area section bar plate is 10mm.
Described bar-mat reinforcement is extended with fixing end, a length of 100mm of fixing end along the long limit of large area section bar plate.
A kind of construction method of small dimension section bar large area laying structure, comprise the following steps, a, making mould: use woodwork plate to follow closely length and width processed and be deeply respectively the square diaphragm capsule of 2400mm, 600mm, 100mm, with the lath that separates that width is 10mm, diaphragm capsule bottom surface is separated into the region of 200*200mm again, in diaphragm capsule, interval arranges two-layer bar-mat reinforcement, and bar-mat reinforcement stretches out the fixing end of 100mm length along the long limit of diaphragm capsule；B, pour: in diaphragm capsule, spread one layer of barrier film, within separating the region that lath is separated, be placed centrally monolithic small dimension section bar respectively, in the gap between monolithic small dimension section bar, pour pouring material, form large area section bar plate；C, maintenance: prefabricated large area section bar plate geotextiles is covered, be placed in temperature be 23 ± 5 DEG C, relative humidity be 60%-70% environment in, curing time is 168 ± 2h；D, form removal: remove the diaphragm capsule outside large area section bar plate that maintenance is good；E, on building typesetting unwrapping wire: according to the good usage quantity of the Size calculation of large area section bar plate and putting in order, in the case of ensureing that adjacent large area profile plate block gap is 10mm, the good horizontal segmentation control line of bullet；F, fixing base plate: using expansion bolt to fix base plate in building both walls or beam slab, backplane pitch is more than the width of large area section bar plate, and sealant layer is filled up in the gap between base plate and building both walls or beam slab；G, installation large area section bar plate: large area section bar plate is placed between base plate, and carries out leveling, then the fixing end that large area section bar plate both sides are stretched out is welded on base plate；H, to large area section bar plate receive limit close up: between large area section bar plate and building both walls or beam slab lay waterproof layer, and fix with cement mortar joint filling, water polyurethane water-proof pitch successively, carry out closed-water test, confirm water-tight after, then large area section bar plate surrounding lay stone material or other receive sapwood material；I, the gap between adjacent large area section bar plate is cleaned out, brush one layer of white cement, after white cement solidifies, play transparent sealing glue.
In described step b, pouring material is C42.5 Portland cement mortar.
In described step b, while pouring pouring material in the gap between monolithic small dimension section bar, use rubber hammer to beat bar-mat reinforcement or large area section bar plate shakes, till pouring material bubble-free is overflowed.
In described step d, with steel wire lump or rag, the pollutants such as the slip of large area section bar panel surface are cleaned out.
Compared with prior art, the invention have the advantage that
1, the small dimension section bar large area laying structure of the present invention, it includes two base plate being parallel to each other on building both walls or beam slab, large area section bar plate it is installed with between two base plates, filling with sealant layer between the gap of large area section bar plate and building both walls or beam slab, its simple in construction, convenient to carry out, the problem that can effectively solve small dimension section bar large area rapid construction, speed of application is fast, being greatly improved efficiency of construction and field fabrication precision, quality is guaranteed, and construction cost is low, range is wide, and using effect is notable.
2, in pouring material, it is provided with two-layer bar-mat reinforcement, is greatly improved the structural strength of large area section bar plate, can effectively increase the service life；The surface of large area section bar plate is provided with the sealing strip of cladding pouring material, and sealing strip can prevent the infiltration of large area section bar plate from leaking, and can effectively protect pouring material from erosion.
3, bar-mat reinforcement is extended with fixing end, a length of 100mm of fixing end along the long limit of large area section bar plate, it is simple to installs fixing large area section bar plate, is beneficial to improve efficiency of construction.
4, the construction method of the present invention is be applicable to the large area laying construction of small dimension section bar, it is simple to implementing, speed of application is fast, flatness is easily controllable, and construction precision is high, and diaphragm capsule is reusable, stock utilization is high, can be substantially reduced construction cost, and be greatly improved decorations effect.
5, rubber hammer beats bar-mat reinforcement or large area section bar plate shakes, and till pouring material bubble-free is overflowed, can prevent from having in pouring material bubble, it is ensured that the packing of pouring material, improves the intensity of large area section bar plate.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the making schematic diagram of large area section bar plate in Fig. 1；
Fig. 3 is that the A-A in Fig. 2 cuts open schematic diagram；
Fig. 4 is that the B-B in Fig. 2 cuts open schematic diagram；
Fig. 5 is enlarged diagram at the C in Fig. 3.
Detailed description of the invention
As shown in Figure 1, Figure 2, the small dimension section bar large area laying structure shown in Fig. 3, Fig. 4 and Fig. 5, it includes two base plates 2 being parallel to each other fixed by expansion bolt or built-in fitting 3 on building both walls or beam slab 1, large area section bar plate 4, filling with sealant layer 6 between the gap of large area section bar plate 4 and building both walls or beam slab 1 it is installed with between two base plates 2.
Large area section bar plate 4 includes the monolithic small dimension section bar 9 that three row, 12 rows are bondd by pouring material 10, it may be assumed that 36 blocks of monolithic small dimension section bars 9；And in pouring material 10, it is provided with two-layer bar-mat reinforcement 8, it is greatly improved the structural strength of large area section bar plate 4；Meanwhile, it is provided with the sealing strip 12 of cladding pouring material 10 on large area section bar plate 4 surface, can prevent infiltration from leaking, and effectively protection pouring material 10 is from erosion.For the ease of installing fixing large area section bar plate 4, bar-mat reinforcement 8 is extended with fixing end 5 along the long limit of large area section bar plate 4, fixing end 5 a length of 100mm.
In the present embodiment, the length, width and height a size of 2410*610*100mm of large area section bar plate 4, the width of pouring material 10 and sealing strip 12 is 10mm, and the bar diameter of bar-mat reinforcement 8 is 10mm.
The construction method of small dimension section bar large area laying structure of the present invention comprises the following steps:
A, making mould: use woodwork plate to follow closely length and width processed and be deeply respectively the square diaphragm capsule 7 of 2400mm, 600mm, 100mm, with the lath 11 that separates that width is 10mm, the bottom surface of diaphragm capsule 7 is separated into the region of 200*200mm again, in diaphragm capsule 7, interval arranges two-layer bar-mat reinforcement 8, and bar-mat reinforcement 8 stretches out the fixing end 5 of 100mm length along the long limit of diaphragm capsule 7；
B, pour: in diaphragm capsule 7, spread one layer of barrier film, barrier film is easy to form removal, then within separating the region that lath 11 is separated, monolithic small dimension section bar 9 it is placed centrally respectively, pouring material 10 is poured in gap between monolithic small dimension section bar 9, use rubber hammer to beat bar-mat reinforcement 8 simultaneously or large area section bar plate 4 shakes, till pouring material 10 bubble-free is overflowed, form large area section bar plate 4；
C, maintenance: prefabricated large area section bar plate 4 geotextiles is covered, be placed in temperature be 23 ± 5 DEG C, relative humidity be 60%-70% environment in, curing time is 168 ± 2h；
D, form removal: remove the diaphragm capsule 7 outside large area section bar plate 4 that maintenance is good, and with steel wire lump or rag, the pollutants such as the slip on large area section bar plate 4 surface are cleaned out；
E, on building typesetting unwrapping wire: according to the good usage quantity of the Size calculation of large area section bar plate 4 and putting in order, in the case of ensureing that adjacent large area section bar plate 4 gap is 10mm, the good horizontal segmentation control line of bullet；
F, fixing base plate 2: using expansion bolt or built-in fitting 3 to fix base plate 2 in building both walls or beam slab 1, two base plate 2 spacing being parallel to each other are 610mm, and sealant layer 6 is filled up in the gap between base plate 2 and building both walls or beam slab 1；
G, installation large area section bar plate 4: required large area section bar plate 4 is placed between base plate 2, and carries out leveling, then the fixing end 5 that large area section bar plate 4 both sides are stretched out is welded on a base plate 2, except brush antirust paint after welding slag；
H, large area section bar plate 4 is received limit close up: between large area section bar plate 4 and building both walls or beam slab 1 lay waterproof layer, and fix with cement mortar joint filling, water polyurethane water-proof pitch successively, carry out closed-water test, confirm water-tight after, then large area section bar plate 4 surrounding lay stone material or other receive sapwood material；
I, the gap between adjacent large area section bar plate 4 is cleaned out, brush one layer of white cement, after white cement solidifies, play transparent sealing glue.
Rubber hammer beats bar-mat reinforcement 8 or large area section bar plate 4 shakes, and till pouring material 10 bubble-free is overflowed, can prevent there is bubble in pouring material 10, it is ensured that the packing of pouring material 10, improves the intensity of large area section bar plate 4.
In the present embodiment, the pouring material 10 in step b is C42.5 Portland cement mortar；Monolithic small dimension section bar 9 is hollow glass block, and its specification is 190*190*80mm.
The present invention is be applicable to the large area laying construction of small dimension section bar, it is simple to implement, and speed of application is fast, and construction precision is high, and diaphragm capsule is reusable, and stock utilization is high, can be substantially reduced construction cost.
Claims (9)
1. a small dimension section bar large area laying structure, it is characterized in that, including two the strip base plates being fixedly arranged on same plane by expansion bolt or built-in fitting on building both walls or beam slab and be parallel to each other, set up between two base plates and have large area section bar plate, filling with sealant layer between the gap of large area section bar plate and building both walls or beam slab.
2. small dimension section bar large area laying structure as claimed in claim 1, it is characterised in that described large area section bar plate includes the monolithic small dimension section bar that three row, 12 rows are bondd by pouring material, is provided with two-layer bar-mat reinforcement in pouring material.
3. small dimension section bar large area laying structure as claimed in claim 2, it is characterised in that described large area section bar panel surface is provided with the sealing strip of cladding pouring material.
4. the small dimension section bar large area laying structure as described in claim 1,2 or 3, it is characterised in that the width that size is 2410*610*100mm, pouring material and sealing strip of described large area section bar plate is 10mm.
5. small dimension section bar large area laying structure as claimed in claim 4, it is characterised in that described bar-mat reinforcement is extended with fixing end, a length of 100mm of fixing end along the long limit of large area section bar plate.
6. one kind based on the construction method of small dimension section bar large area laying structure described in the claims 1-5, it is characterized in that, comprise the following steps, a, making mould: use woodwork plate to follow closely length and width processed and be deeply respectively the square diaphragm capsule of 2400mm, 600mm, 100mm, with the lath that separates that width is 10mm, diaphragm capsule bottom surface is separated into the region of 200*200mm again, in diaphragm capsule, interval arranges two-layer bar-mat reinforcement, and bar-mat reinforcement stretches out the fixing end of 100mm length along the long limit of diaphragm capsule；B, pour: in diaphragm capsule, spread one layer of barrier film, within separating the region that lath is separated, be placed centrally monolithic small dimension section bar respectively, in the gap between monolithic small dimension section bar, pour pouring material, form large area section bar plate；C, maintenance: prefabricated large area section bar plate geotextiles is covered, be placed in temperature be 23 ± 5 DEG C, relative humidity be 60%-70% environment in, curing time is 168 ± 2h；D, form removal: remove the diaphragm capsule outside large area section bar plate that maintenance is good；E, on building typesetting unwrapping wire: according to the good usage quantity of the Size calculation of large area section bar plate and putting in order, in the case of ensureing that adjacent large area profile plate block gap is 10mm, the good horizontal segmentation control line of bullet；F, fixing base plate: using expansion bolt to fix base plate in building both walls or beam slab, backplane pitch is more than the width of large area section bar plate, and sealant layer is filled up in the gap between base plate and building both walls or beam slab；G, installation large area section bar plate: large area section bar plate is placed between base plate, and carries out leveling, then the fixing end that large area section bar plate both sides are stretched out is welded on base plate；H, to large area section bar plate receive limit close up: between large area section bar plate and building both walls or beam slab lay waterproof layer, and fix with cement mortar joint filling, water polyurethane water-proof pitch successively, carry out closed-water test, confirm water-tight after, then large area section bar plate surrounding lay stone material or other receive sapwood material；I, the gap between adjacent large area section bar plate is cleaned out, brush one layer of white cement, after white cement solidifies, play transparent sealing glue.
7. small dimension section bar large area laying structure as claimed in claim 6 and construction method, it is characterised in that in described step b, pouring material is C42.5 Portland cement mortar.
8. small dimension section bar large area laying structure as claimed in claim 7 and construction method, it is characterized in that, in described step b, while pouring pouring material in gap between monolithic small dimension section bar, use rubber hammer to beat bar-mat reinforcement or large area section bar plate shakes, till pouring material bubble-free is overflowed.
9. small dimension section bar large area laying structure as claimed in claim 8 and construction method, it is characterised in that in described step d, with steel wire lump or rag, the pollutants such as the slip of large area section bar panel surface are cleaned out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671090.7A CN104358361B (en) | 2014-11-21 | 2014-11-21 | A kind of small dimension section bar large area laying structure and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410671090.7A CN104358361B (en) | 2014-11-21 | 2014-11-21 | A kind of small dimension section bar large area laying structure and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104358361A CN104358361A (en) | 2015-02-18 |
| CN104358361B true CN104358361B (en) | 2016-08-24 |
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| CN201410671090.7A Expired - Fee Related CN104358361B (en) | 2014-11-21 | 2014-11-21 | A kind of small dimension section bar large area laying structure and construction method |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2254098Y (en) * | 1996-02-09 | 1997-05-14 | 王慎之 | Hexagon wood combined board |
| CN2595917Y (en) * | 2002-12-31 | 2003-12-31 | 浩良(清远)人造石制品有限公司 | Stone material synthetic wall plate positioner |
| CN1730860A (en) * | 2005-08-10 | 2006-02-08 | 陈星� | Air isolation type thermal insulation waterproof composite roofing and its construction method |
| CN204252406U (en) * | 2014-11-21 | 2015-04-08 | 中建七局建筑装饰工程有限公司 | A kind of small-sized section bar large area laying structure |
-
2014
- 2014-11-21 CN CN201410671090.7A patent/CN104358361B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2254098Y (en) * | 1996-02-09 | 1997-05-14 | 王慎之 | Hexagon wood combined board |
| CN2595917Y (en) * | 2002-12-31 | 2003-12-31 | 浩良(清远)人造石制品有限公司 | Stone material synthetic wall plate positioner |
| CN1730860A (en) * | 2005-08-10 | 2006-02-08 | 陈星� | Air isolation type thermal insulation waterproof composite roofing and its construction method |
| CN204252406U (en) * | 2014-11-21 | 2015-04-08 | 中建七局建筑装饰工程有限公司 | A kind of small-sized section bar large area laying structure |
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| CN104358361A (en) | 2015-02-18 |
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Inventor after: Huang Yulan Inventor after: He Ying Inventor after: Jiao Zhenhong Inventor after: Bai Mei Inventor after: Phoebe farfara Inventor before: Huang Yulan Inventor before: Phoebe farfara Inventor before: Yan Zhiming Inventor before: Bai Mei Inventor before: He Ying |
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