CN104453011A - Light outer wall structure and construction method thereof - Google Patents
Light outer wall structure and construction method thereof Download PDFInfo
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- CN104453011A CN104453011A CN201410711403.7A CN201410711403A CN104453011A CN 104453011 A CN104453011 A CN 104453011A CN 201410711403 A CN201410711403 A CN 201410711403A CN 104453011 A CN104453011 A CN 104453011A
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- 238000010276 construction Methods 0.000 title claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 60
- 239000010959 steel Substances 0.000 claims abstract description 60
- 239000000463 material Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 9
- 238000007789 sealing Methods 0.000 claims abstract description 4
- 239000011159 matrix material Substances 0.000 claims description 47
- 241001067915 Sagittaria kurziana Species 0.000 claims description 10
- 238000012856 packing Methods 0.000 claims description 10
- 238000005452 bending Methods 0.000 claims description 6
- 239000003292 glue Substances 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 5
- 238000004078 waterproofing Methods 0.000 claims description 4
- 241001669679 Eleotris Species 0.000 claims description 3
- 244000137852 Petrea volubilis Species 0.000 claims description 3
- 239000002390 adhesive tape Substances 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 239000005871 repellent Substances 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 238000005265 energy consumption Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 9
- 239000011449 brick Substances 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000009413 insulation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
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- Floor Finish (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A light outer wall structure and a construction method thereof are provided, the light outer wall structure comprises a light steel keel framework composed of a U-shaped top keel, a U-shaped ground keel and a C-shaped vertical keel, a filling material filled in the light steel keel framework and wall panels connected to the inner side surface and the outer side surface of the light steel keel framework, and a lapping piece and a steel tape are connected between the C-shaped vertical keels. The light steel keel framework is made of the light steel keel as a material, has various shapes, and can meet the requirement of sealing the outer wall under various structural conditions; the external wall system is green and environment-friendly, can better meet the environmental requirements compared with the traditional masonry method, and belongs to novel energy-saving construction; the invention has simple construction, adopts dry operation, shortens construction period, improves construction efficiency, reduces construction energy consumption, and can effectively reduce the cost of the foundation and the main structure body and save cost. The method can be widely applied to the outer wall structure, and is particularly suitable for the construction of the building outer wall with diversified structural forms.
Description
Technical field
The present invention relates to a kind of outer wall structure of building and construction method thereof.
Background technology
Lightgage steel joist light partition wall from advantages such as heavy and lights, easily construction, environmental protection, good combination property, is applied increasing with it in Construction of Engineering Projects.At present, domestic lightgage steel joist light partition wall is used for indoor partition, and closed mostly still employing of exterior wall builds way by laying bricks or stones, this way can consume the materials such as a large amount of building block, loam brick, mortar, and working procedure is complicated, long in time limit, its many drawback existed can not meet environment, construction period, is not easy to carry out closure construction under the condition especially various in building structure complexity, moulding is special, nor is applicable to a large amount of, large volume construction.
Summary of the invention
The object of this invention is to provide a kind of lightweight external wall structure and construction method thereof, the technical problem of the various external wall construction of complex structure be solved; And solve raise the efficiency, the reduction of erection time, cost-saving problem.
For achieving the above object, the present invention adopts following technical scheme:
A kind of lightweight external wall structure, comprise by U-shaped sky keel, the lightgage steel joist skeleton that U-shaped ground joist and C type centre keel are formed, be filled in the packing material of lightgage steel joist skeletal internal and be connected to the shingle nail of two sides inside and outside lightgage steel joist skeleton, described U-shaped sky keel and U-shaped ground joist are separately fixed on concrete structure matrix, the C type centre keel of uniform intervals arrangement is connected with between U-shaped sky keel and U-shaped ground joist, the two ends of described C type centre keel are inserted in the U-lag of U-shaped sky keel and U-shaped ground joist respectively, and top is connected with U-shaped sky keel by vertical junction plate, bottom is connected with U-shaped ground joist by fixed head, bridge piece and spring tape is connected with between described C type centre keel.
Described C type centre keel is also connected between steel work matrix and U-shaped ground joist, and C type centre keel and steel work matrix are when same plane, and the top of C type centre keel is connected with steel work matrix by vertical junction plate; C type centre keel and steel work matrix be not when same plane, and the top of C type centre keel is connected with steel work matrix by horizontal connecting plate.
On exterior wall, two side positions of door and window hole replace C type centre keel with additional keel, and the upside of door and window hole, are connected with U-shaped horizontal keel by angle holder between additional keel.
Described additional keel are arranged in order by least two C type keel, are fitted tightly, and are connected between adjacent two C type keel by U-shaped junction plate; The base plate of described U-shaped junction plate is connected with the back side of C type keel, biside plate is connected with the two sides of adjacent another root C type keel respectively; Sleeper is filled in the C shape groove of described C type keel.
Described bridge piece comprises biside plate and a base plate, main body take the shape of the letter U, and side board edge has the flanging bending towards C type centre keel, and bottom edge has the flanging of bending downwards.
Described spring tape is connected to the both sides of often row C type centre keel and is connected with the base plate flanging of bridge piece simultaneously.
Described vertical junction plate is inverted L-shaped, and top board is connected with steel work matrix or U-shaped sky keel, side plate has and is spaced vertical slotted hole and is connected by bolt is adjustable with C type centre keel.
Described horizontal connecting plate by forming with the long side plate of horizontal plane and short side plate simultaneously, the angle of long side plate and short side plate is not more than 90 °, and short side plate is connected with steel work matrix, long side plate has be spaced vertical slotted hole and be connected by bolt is adjustable with C type centre keel.
Described fixed head is made up of two orthogonal stators, and stator is connected with U-shaped ground joist, another stator is connected with C type centre keel.
The holder of described angle comprises orthogonal supporting plate and brace, and wherein supporting plate is connected with U-shaped horizontal keel, brace is connected with C type centre keel.
A construction method for lightweight external wall structure, concrete steps are as follows:
Step one, concrete structure matrix and steel work matrix eject horizon and vertical vertical line.
Step 2, installs U-shaped sky keel and U-shaped ground joist at concrete structure matrix.
Step 3, installs C type centre keel between U-shaped sky keel and U-shaped ground joist and between steel work matrix and U-shaped ground joist.
Step 4, installs additional keel in door and window hole position, the very wise move of door and window hole utilizes angle to hold in the palm and installs U-shaped horizontal keel.
Step 5, installs bridge piece and connects spring tape in C type centre keel both sides between C type centre keel.
Step 6, fills corresponding packing material at completed lightgage steel joist skeletal internal, starts the shingle nail installing inside and outside both sides.
Step 7, before installation shingle nail, carries out concealment acceptance to the pipeline be embedded within the walls and equipment.
Step 8, is connected monolithic shingle nail with lightgage steel joist skeleton by screw, and the seam of the shingle nail of inside and outside both sides staggers, and side shingle nail carries out lightgage steel joist skeletal internal packing material and fills after installing, then installs the shingle nail of opposite side.
Step 9, the seam of shingle nail and the gap between shingle nail with concrete structure matrix are processed: drifting along in gap is first removed totally by the joint treatment between inside wall panel, brush together with glue, again with scraper thinly in seam scrape the rarer gluey putty of one deck denseness, thickness is 1mm, width and self-adhesion lengths width suitable, putty insert plate seam, tamp with plate face and strike off; Treat that namely sealing paint filling solidification forming pastes self-adhesion lengths, and strike off compacting in a direction from top to down with scraper, drive the bubble between glue putty and tie belt out of; Self-adhesion lengths is scraped the middle level putty of one deck than self-adhesion mesh bandwidth 80mm, thickness 1mm immediately, is made self-adhesion lengths imbed in this layer of putty after pasting above; Putty is filled up floating with scraper; After it solidifies, polish gently with sand paper, make it unanimously smooth with shingle nail plate face.
The joint treatment that joint treatment between external wall panel is met between inside wall panel is identical.
Utilize tape-stripping after the first filled and process rod in gap between external wall panel and concrete structure matrix, more completely scrape adhesive tape with water-proof putty.
Step 10, smears water-repellent paint and forms waterproofing course, complete wall construction outside shingle nail.
Compared with prior art the present invention has following characteristics and beneficial effect:
Instant invention overcomes the shortcoming that traditional architecture exterior wall engineering amount is large, efficiency is low, poor for applicability, solve the technical problem simplifying working procedure, improve efficiency of construction.
The present invention is that lightgage steel joist skeleton made by material with lightgage steel joist, and at its two sides mounting decoration panel, according to using function and designing requirement, sound insulation is filled in panel, fire prevention, the packing materials such as insulation, to form the lightgage steel joist lightweight external wall system of a rigid flexible system, multiple fixed part is used to fix between this knot external wall system component, Stability Analysis of Structures, connect reliable, add lightweight exterior wall intensity, engineering quantity is little, and connector mostly is adjustable connection, can flexible modulation during installation, ensure installation quality, in addition, lightgage steel joist various shapes can be arc or rectangle etc., it is interconnected combination flexibly, the exterior wall that can meet under various structures condition is closed, this external wall system environmental protection, build way by laying bricks or stones compared to tradition, more can meet environmental requirement, belong to novel energy-conserving construction, easy construction of the present invention, adopts dry operation, shortens construction period, improves efficiency of construction, reduces Energy Consumption of Construction, and effectively can reduce basis and main structure body cost, cost-saving.
The present invention can be widely used in external wall structure, is specially adapted to form of structure diversified external wall construction construction.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described in detail.
Fig. 1 is U-shaped sky keel of the present invention and concrete structure matrix syndeton schematic diagram.
Fig. 2 is C type centre keel of the present invention and U-shaped sky keel connecting structure schematic diagram.
Fig. 3 is C type centre keel of the present invention and U-shaped ground joist syndeton schematic diagram.
Fig. 4 is C type centre keel of the present invention and conplane steel work matrix syndeton schematic diagram.
Fig. 5 is the steel work matrix syndeton schematic diagram of C type centre keel of the present invention and Different Plane.
Fig. 6 is the U-shaped horizontal keel connecting structure schematic diagram of C type centre keel of the present invention and C type.
Fig. 7 is additional keel structure schematic diagram of the present invention.
Fig. 8 is C type centre keel of the present invention and spring tape, bridge piece syndeton schematic diagram.
Fig. 9 is wall board structure schematic diagram of the present invention.
Reference numeral: 1-concrete structure matrix, 2-steel work matrix, 3-U type sky keel, 4-U type ground joist, 5-C type centre keel, the horizontal keel of 6-U type, 7-add keel, 8-spring tape, 9-bridge piece, the vertical junction plate of 10-, 11-horizontal connecting plate, 12-fixed head, the holder of 13-angle, 14-shingle nail, 15-waterproofing course.
Detailed description of the invention
Embodiment is see shown in Fig. 1 to Fig. 9, this lightweight external wall structure, comprise by U-shaped sky keel 3, the lightgage steel joist skeleton that U-shaped ground joist 4 and C type centre keel 5 are formed, be filled in the packing material of lightgage steel joist skeletal internal and be connected to the shingle nail 14 of two sides inside and outside lightgage steel joist skeleton, see Fig. 1, Fig. 2, shown in Fig. 3, described U-shaped sky keel 3 and U-shaped ground joist 4 are separately fixed on concrete structure matrix 1, the C type centre keel 5 of uniform intervals arrangement is connected with between U-shaped sky keel 3 and U-shaped ground joist 4, the two ends of described C type centre keel 5 are inserted in the U-lag of U-shaped sky keel 3 and U-shaped ground joist 4 respectively, and top is connected with U-shaped sky keel 3 by vertical junction plate 10, bottom is connected with U-shaped ground joist 4 by fixed head 12, described fixed head 12 is made up of two orthogonal stators, a stator is connected with U-shaped ground joist, another stator is connected with C type centre keel, shown in Figure 8, be connected with bridge piece 9 and spring tape 8 between described C type centre keel 5, described bridge piece 9 comprises biside plate and a base plate, main body take the shape of the letter U, and side board edge has the flanging bending towards C type centre keel, and bottom edge has the flanging of bending downwards, described spring tape 8 is connected to the both sides of often row C type centre keel and is connected with the base plate flanging of bridge piece simultaneously.
Shown in Fig. 4, Fig. 5, described C type centre keel 5 is also connected between steel work matrix 2 and U-shaped ground joist 4, C type centre keel 5 and steel work matrix 2 are when same plane, the top of C type centre keel 5 is connected with steel work matrix 2 by vertical junction plate 10, described vertical junction plate 10 is inverted L-shaped, top board is connected with steel work matrix or U-shaped sky keel, side plate has and is spaced vertical slotted hole and is connected by bolt is adjustable with C type centre keel; C type centre keel 5 and steel work matrix 2 be not when same plane, and the top of C type centre keel 5 is connected with steel work matrix 2 by horizontal connecting plate 11; Described horizontal connecting plate 11 by forming with the long side plate of horizontal plane and short side plate simultaneously, the angle of long side plate and short side plate is not more than 90 °, and short side plate is connected with steel work matrix, long side plate has be spaced vertical slotted hole and be connected by bolt is adjustable with C type centre keel 5.
Shown in Figure 7, on exterior wall, two side positions of door and window hole replace C type centre keel 5 with additional keel 7, shown in Figure 6, U-shaped horizontal keel 6 are connected with by angle holder 13 between the upside of door and window hole, additional keel 7, described angle holder 13 comprises orthogonal supporting plate and brace, and wherein supporting plate is connected with U-shaped horizontal keel 6, brace is connected with C type centre keel; Described additional keel 7 are arranged in order by least two C type keel, are fitted tightly, and are connected between adjacent two C type keel by U-shaped junction plate; The base plate of described U-shaped junction plate is connected with the back side of C type keel, biside plate is connected with the two sides of adjacent another root C type keel respectively; Sleeper is filled in the C shape groove of described C type keel.
A construction method for lightweight external wall structure, concrete steps are as follows:
Step one, concrete structure matrix and steel work matrix eject horizon and vertical vertical line.
Step 2, installs U-shaped sky keel and U-shaped ground joist at concrete structure matrix.
Step 3, installs C type centre keel between U-shaped sky keel and U-shaped ground joist and between steel work matrix and U-shaped ground joist.
Step 4, installs additional keel 7 in door and window hole position, the very wise move of door and window hole utilizes angle to hold in the palm and installs U-shaped horizontal keel 6.
Step 5, installs bridge piece 9 and connects spring tape 8 in C type centre keel both sides between C type centre keel.
Step 6, fills corresponding packing material at completed lightgage steel joist skeletal internal, starts the shingle nail installing inside and outside both sides.
Step 7, before installation shingle nail 14, carries out concealment acceptance to the pipeline be embedded within the walls and equipment.
Step 8, is connected monolithic shingle nail with lightgage steel joist skeleton by screw, and the seam of the shingle nail of inside and outside both sides staggers, and side shingle nail carries out lightgage steel joist skeletal internal packing material and fills after installing, then installs the shingle nail of opposite side.
Step 9, processes the seam of shingle nail and the gap between shingle nail and concrete structure matrix:
Drifting along in gap is first removed totally, is brushed one glue by the joint treatment between inside wall panel, again with scraper thinly in seam scrape the rarer gluey putty of one deck denseness, thickness is 1mm, width and self-adhesion lengths width suitable, putty insert plate seam, tamp with plate face and strike off; Treat that namely sealing paint filling solidification forming pastes self-adhesion lengths, and strike off compacting in a direction from top to down with scraper, drive the bubble between glue putty and tie belt out of; Self-adhesion lengths is scraped the middle level putty of one deck than self-adhesion mesh bandwidth 80mm, thickness 1mm immediately, self-adhesion lengths is imbedded in this layer of putty after pasting above.Putty is filled up floating with scraper; After it solidifies, polish gently with sand paper, make it unanimously smooth with shingle nail plate face.
The joint treatment that joint treatment between external wall panel is met between inside wall panel is identical.
Utilize tape-stripping after the first filled and process rod in gap between external wall panel and concrete structure matrix, more completely scrape adhesive tape with water-proof putty.
Step 10, smears water-repellent paint and forms waterproofing course, complete wall construction outside shingle nail.
Claims (10)
1. a lightweight external wall structure, comprise by U-shaped sky keel (3), the lightgage steel joist skeleton that U-shaped ground joist (4) and C type centre keel (5) are formed, the packing material being filled in lightgage steel joist skeletal internal and the shingle nail (14) being connected to two sides inside and outside lightgage steel joist skeleton, it is characterized in that: described U-shaped sky keel (3) and U-shaped ground joist (4) are separately fixed on concrete structure matrix (1), U-shaped sky keel (3) and U-shaped ground joist (are connected with the C type centre keel (5) of uniform intervals arrangement between 4, the two ends of described C type centre keel (5) are inserted in the U-lag of U-shaped sky keel (3) and U-shaped ground joist (4) respectively, and top is connected with U-shaped sky keel (3) by vertical junction plate (10), bottom is connected with U-shaped ground joist (4) by fixed head (12), bridge piece (9) and spring tape (8) is connected with between described C type centre keel (5),
Described C type centre keel (5) is also connected between steel work matrix (2) and U-shaped ground joist (4), C type centre keel (5) and steel work matrix (2) are when same plane, and the top of C type centre keel (5) is connected with steel work matrix (2) by vertical junction plate (10); C type centre keel (5) and steel work matrix (2) be not when same plane, and the top of C type centre keel (5) is connected with steel work matrix (2) by horizontal connecting plate (11).
2. lightweight external wall structure according to claim 1, it is characterized in that: on exterior wall, two side positions of door and window hole replace C type centre keel (5) with additional keel (7), and the upside of door and window hole, be connected with U-shaped horizontal keel (6) by angle holder (13) between additional keel (7).
3. lightweight external wall structure according to claim 2, be is characterized in that: described additional keel (7) are arranged in order by least two C type keel, are fitted tightly, is connected between adjacent two C type keel by U-shaped junction plate; The base plate of described U-shaped junction plate is connected with the back side of C type keel, biside plate is connected with the two sides of adjacent another root C type keel respectively; Sleeper is filled in the C shape groove of described C type keel.
4. lightweight external wall structure according to claim 1, is characterized in that: described bridge piece (9) comprises biside plate and a base plate, main body take the shape of the letter U, and side board edge has the flanging bending towards C type centre keel, and bottom edge has the flanging of bending downwards.
5. lightweight external wall structure according to claim 4, is characterized in that: described spring tape (8) is connected to the both sides of often arranging C type centre keel and is connected with the base plate flanging of bridge piece simultaneously.
6. lightweight external wall structure according to claim 1, it is characterized in that: described vertical junction plate (10) is inverted L-shaped, top board is connected with steel work matrix or U-shaped sky keel, side plate has and is spaced vertical slotted hole and is connected by bolt is adjustable with C type centre keel.
7. lightweight external wall structure according to claim 1, it is characterized in that: described horizontal connecting plate (11) by forming with the long side plate of horizontal plane and short side plate simultaneously, the angle of long side plate and short side plate is not more than 90 °, and short side plate is connected with steel work matrix, long side plate has be spaced vertical slotted hole and be connected by bolt is adjustable with C type centre keel (5).
8. lightweight external wall structure according to claim 1, is characterized in that: described fixed head (12) is made up of two orthogonal stators, and stator is connected with U-shaped ground joist, another stator is connected with C type centre keel.
9. lightweight external wall structure according to claim 1, is characterized in that: described angle holder (13) comprises orthogonal supporting plate and brace, and wherein supporting plate is connected with U-shaped horizontal keel (6), brace is connected with C type centre keel.
10. a construction method for the lightweight external wall structure as described in claim 1 to 9 any one, it is characterized in that, concrete steps are as follows:
Step one, concrete structure matrix and steel work matrix eject horizon and vertical vertical line;
Step 2, installs U-shaped sky keel and U-shaped ground joist at concrete structure matrix;
Step 3, installs C type centre keel between U-shaped sky keel and U-shaped ground joist and between steel work matrix and U-shaped ground joist;
Step 4, installs additional keel (7) in door and window hole position, the very wise move of door and window hole utilizes angle to hold in the palm and installs U-shaped horizontal keel (6);
Step 5, installs bridge piece (9) and connects spring tape (8) in C type centre keel both sides between C type centre keel;
Step 6, fills corresponding packing material at completed lightgage steel joist skeletal internal, starts the shingle nail installing inside and outside both sides;
Step 7, before installation shingle nail (14), carries out concealment acceptance to the pipeline be embedded within the walls and equipment;
Step 8, is connected monolithic shingle nail with lightgage steel joist skeleton by screw, and the seam of the shingle nail of inside and outside both sides staggers, and side shingle nail carries out lightgage steel joist skeletal internal packing material and fills after installing, then installs the shingle nail of opposite side;
Step 9, processes the seam of shingle nail and the gap between shingle nail and concrete structure matrix:
Drifting along in gap is first removed totally, is brushed one glue by the joint treatment between inside wall panel, again with scraper thinly in seam scrape the rarer gluey putty of one deck denseness, thickness is 1mm, width and self-adhesion lengths width suitable, putty insert plate seam, tamp with plate face and strike off; Treat that namely sealing paint filling solidification forming pastes self-adhesion lengths, and strike off compacting in a direction from top to down with scraper, drive the bubble between glue putty and tie belt out of; Self-adhesion lengths is scraped the middle level putty of one deck than self-adhesion mesh bandwidth 80mm, thickness 1mm immediately, is made self-adhesion lengths imbed in this layer of putty after pasting above; Putty is filled up floating with scraper; After it solidifies, polish gently with sand paper, make it unanimously smooth with shingle nail plate face;
The joint treatment that joint treatment between external wall panel is met between inside wall panel is identical;
Utilize tape-stripping after the first filled and process rod in gap between external wall panel and concrete structure matrix, more completely scrape adhesive tape with water-proof putty;
Step 10, smears water-repellent paint and forms waterproofing course, complete wall construction outside shingle nail.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410711403.7A CN104453011B (en) | 2014-12-01 | 2014-12-01 | Light outer wall structure and construction method thereof |
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| CN201410711403.7A CN104453011B (en) | 2014-12-01 | 2014-12-01 | Light outer wall structure and construction method thereof |
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| CN105888250A (en) * | 2016-05-04 | 2016-08-24 | 合肥国瑞集成建筑科技有限公司 | Construction method of light steel keel building composite wall |
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| CN105888250A (en) * | 2016-05-04 | 2016-08-24 | 合肥国瑞集成建筑科技有限公司 | Construction method of light steel keel building composite wall |
| CN105888250B (en) * | 2016-05-04 | 2018-05-11 | 合肥国瑞集成建筑科技有限公司 | The construction method of lightgage steel joist house composite wall |
| CN107246111A (en) * | 2017-06-20 | 2017-10-13 | 山东永远住宅工业化科技有限公司 | A kind of assembled lattice basket structure skeleton |
| CN107780545A (en) * | 2017-09-29 | 2018-03-09 | 中国十七冶集团有限公司 | A kind of construction method of light cellular partition board panel seam processing |
| CN108589975A (en) * | 2018-08-01 | 2018-09-28 | 大连正锐装配式住宅发展股份有限公司 | Assembling cladding and construction technology |
| CN117403804A (en) * | 2023-12-14 | 2024-01-16 | 国建绿色智慧工程设计研究院(天津)有限公司 | Novel assembled external wall panel and assembling method thereof |
| CN117403804B (en) * | 2023-12-14 | 2024-03-22 | 国建绿色智慧工程设计研究院(天津)有限公司 | Assembled external wall panel and assembling method thereof |
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