CN203475710U - Bed joint type detachable roof deformation joint - Google Patents
Bed joint type detachable roof deformation joint Download PDFInfo
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- CN203475710U CN203475710U CN201320592608.9U CN201320592608U CN203475710U CN 203475710 U CN203475710 U CN 203475710U CN 201320592608 U CN201320592608 U CN 201320592608U CN 203475710 U CN203475710 U CN 203475710U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 239000010410 layer Substances 0.000 claims abstract description 60
- 239000004567 concrete Substances 0.000 claims abstract description 28
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 25
- 239000011241 protective layer Substances 0.000 claims abstract description 16
- 239000000565 sealant Substances 0.000 claims abstract description 7
- 239000011324 bead Substances 0.000 claims description 14
- 239000000463 material Substances 0.000 claims description 14
- 238000009413 insulation Methods 0.000 claims description 9
- 239000004575 stone Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 4
- 238000000576 coating method Methods 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 5
- 229910000746 Structural steel Inorganic materials 0.000 abstract 6
- 238000004321 preservation Methods 0.000 abstract 2
- 238000005299 abrasion Methods 0.000 abstract 1
- 230000000903 blocking effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000012528 membrane Substances 0.000 description 2
- 230000008520 organization Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000009970 fire resistant effect Effects 0.000 description 1
- 238000007429 general method Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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Abstract
Description
技术领域 technical field
本实用新型涉及一种变形缝,尤其是一种平缝型、可卸式屋面变形缝,属于建筑技术领域。 The utility model relates to a deformation joint, in particular to a flat seam type and detachable roof deformation joint, which belongs to the technical field of construction.
背景技术 Background technique
按照建筑设计规范要求,钢筋混凝土结构建筑每隔50米左右需设置变形缝。其中屋面变形缝在满足主体结构变形要求的同时,需满足屋面防水要求。一般屋面变形缝构造做法是在变形缝两侧砖砌或混凝土浇筑400-600mm高立墙,屋面防水层沿立墙上翻做泛水处理,立墙上部跨缝设置金属或混凝土盖缝板。建筑屋面因变形缝立墙的存在而被划分为若干相对独立的单元,屋面排水系统需按划分后的屋面单元相对独立设置。 According to the requirements of architectural design codes, reinforced concrete structures need to set deformation joints every 50 meters or so. Among them, the roof deformation joints need to meet the roof waterproof requirements while meeting the deformation requirements of the main structure. The general method of roof deformation joint construction is to build 400-600mm high vertical walls with bricks or concrete on both sides of the deformation joints, the roof waterproof layer is turned over along the vertical walls for flooding treatment, and metal or concrete cover joints are set across the upper vertical walls. The roof of the building is divided into several relatively independent units due to the existence of vertical walls with deformation joints, and the roof drainage system needs to be set relatively independently according to the divided roof units.
当今众多大型建筑的屋面常被用作为具有特定使用功能的空间场地,如停车场、球场等,有立墙高起的一般屋面变形缝构造已不能满足实际使用及美观要求。此类屋面通常有60-100mm厚的钢筋混凝土刚性保护层及由防水卷材或防水涂膜形成的柔性防水层,其中变形缝部位是屋面防水的最薄弱环节。如遇变形缝破坏、漏水,可能需要破坏大片刚性保护层,维修成本高、工期长,施工非常困难。如何使此类有屋面整体使用要求的屋面变形缝处理平整美观、牢固耐用、防水优越、易于施工、方便维修是亟待解决的重要问题。 The roofs of many large buildings today are often used as spaces with specific functions, such as parking lots, stadiums, etc. The general roof deformation joint structure with high vertical walls can no longer meet the actual use and aesthetic requirements. This type of roof usually has a 60-100mm thick reinforced concrete rigid protective layer and a flexible waterproof layer formed by waterproof membrane or waterproof film, and the deformation joint is the weakest link of roof waterproofing. In case of damage to deformation joints or water leakage, it may be necessary to destroy a large piece of rigid protective layer. The maintenance cost is high, the construction period is long, and the construction is very difficult. How to make this kind of roof deformation joints that require overall use of the roof smooth and beautiful, firm and durable, superior in waterproof, easy to construct, and convenient to maintain is an important problem to be solved urgently.
实用新型内容 Utility model content
本实用新型的目的是针对上述现有技术的不足,提供一种平缝型、可卸式屋面变形缝,本实用新型能在屋面完成面平整美观情况下,满足建筑主体结构变形要求,牢固耐用,加强变形缝防水构造处理,解决变形缝防水构造难于维修的问题。 The purpose of this utility model is to provide a flat seam type and detachable roof deformation joint for the above-mentioned deficiencies in the prior art. The utility model can meet the deformation requirements of the main structure of the building under the condition that the finished roof surface is flat and beautiful, and is firm and durable. , strengthen the waterproof structure treatment of deformation joints, and solve the problem that the waterproof structure of deformation joints is difficult to maintain.
本实用新型的目的是通过以下技术方案实现的:一种平缝型、可卸式屋面变形缝,其特征是,在所述变形缝两侧的钢筋混凝土结构梁内每隔300-500mm预埋一根圆钢,所述圆钢一端与钢筋混凝土结构梁内钢筋绑扎固定,另一端设有螺纹并高出钢筋混凝土结构梁表面; The purpose of this utility model is achieved through the following technical solutions: a flat seam type, detachable roof deformation joint, characterized in that the reinforced concrete structural beams on both sides of the deformation joint are pre-buried at intervals of 300-500mm A round steel, one end of the round steel is bound and fixed to the steel bar in the reinforced concrete structural beam, and the other end is provided with threads and is higher than the surface of the reinforced concrete structural beam;
变形缝两侧的钢筋混凝土结构梁上分别设有角钢,两角钢内侧相对,角钢一侧边缘与钢筋混凝土结构梁边缘对齐,角钢与预埋圆钢对应位置上设有固定孔,圆钢穿过固定孔与角钢点焊连接;所述两角钢外侧分别设有直角梯形混凝土挡坎,混凝土挡坎的直角边与角钢外侧面紧贴; The reinforced concrete structural beams on both sides of the deformation joint are respectively equipped with angle steels. The inner sides of the two angle steels are opposite to each other. The fixing hole is connected to the angle steel by spot welding; the outer sides of the two angle steels are respectively provided with a right-angled trapezoidal concrete retaining sill, and the right-angled side of the concrete retaining sill is closely attached to the outer surface of the angle steel;
所述两角钢上设有防水卷材制成的附加防水层,附加防水层在变形缝上跨缝铺设并铺贴至变形缝两侧,其在变形缝内呈U形;变形缝两侧的屋面防水层分别延伸至混凝土挡坎上部,附加防水层与屋面防水层间有足够交错搭接宽度并粘贴牢固; The two angle steels are provided with an additional waterproof layer made of waterproof coiled material, and the additional waterproof layer is laid across the deformation joint and pasted to both sides of the deformation joint, which is U-shaped in the deformation joint; The roof waterproof layer extends to the upper part of the concrete retaining sill respectively, and the additional waterproof layer and the roof waterproof layer have sufficient staggered lap width and are firmly pasted;
所述变形缝上方的两角钢之间设有可卸式橡胶止水带,可卸式橡胶止水带置于附加防水层上;所述可卸式橡胶止水带上设有800-1500mm长的钢板压条,钢板压条在变形缝两侧连续设置,其与预埋圆钢设有螺纹的一端对应位置上设有安装孔,钢板压条、可卸式橡胶止水带、角钢通过螺母与圆钢一端的螺纹旋接紧固连接; A detachable rubber waterstop is provided between the two angle steels above the deformation joint, and the detachable rubber waterstop is placed on the additional waterproof layer; the detachable rubber waterstop is provided with a length of 800-1500mm The steel plate bead, the steel plate bead is continuously set on both sides of the deformation joint, and there is a mounting hole corresponding to the end of the pre-embedded round steel with thread, the steel plate bead, the detachable rubber waterstop, the angle steel through the nut and the round steel One end of the threaded screw fastening connection;
变形缝两侧的屋面防水层上设有屋面保温层、找平层、60-100mm厚的钢筋混凝土屋面刚性保护层,屋面刚性保护层浇筑至混凝土挡坎上方; The roof waterproof layer on both sides of the deformation joint is equipped with a roof insulation layer, a leveling layer, and a 60-100mm thick reinforced concrete roof rigid protective layer, and the roof rigid protective layer is poured above the concrete sill;
所述变形缝上方两角钢之间、可卸式橡胶止水带上设有变形缝保温层,在变形缝两侧的屋面刚性保护层之间设有盖板,盖板两端分别置于混凝土挡坎上方,盖板与变形缝两侧的屋面刚性保护层之间分别设有15-25mm宽的缝隙,缝隙内设有柔性板条,柔性板条上部至变形缝表面满嵌密封胶。 A deformation joint insulation layer is provided between the two angle steels above the deformation joint and on the detachable rubber waterstop, and a cover plate is provided between the roof rigid protective layers on both sides of the deformation joint, and the two ends of the cover plate are respectively placed on the concrete Above the retaining sill, there are 15-25mm wide gaps between the cover plate and the roof rigid protective layer on both sides of the deformation joint. There are flexible laths in the gaps, and the upper part of the flexible laths is fully embedded with sealant to the surface of the deformation joint.
所述变形缝内设有成品阻火带。 A finished fire-stop belt is provided in the deformation seam.
所述钢板压条、可卸式橡胶止水带表面满涂防水涂膜。 The surface of the steel plate bead and the detachable rubber waterstop is fully coated with a waterproof coating.
所述附加防水层与屋面防水层间交错搭接宽度不少于100mm。 The staggered overlap width between the additional waterproof layer and the roof waterproof layer is not less than 100mm.
所述盖板为细石混凝土制成,并沿变形缝长度方向设置分格缝,分格缝间距不大于4米,盖板内设有双向钢筋,盖板的下衬为U形钢板。 The cover plate is made of fine stone concrete, and the grid joints are arranged along the length direction of the deformation joint. The distance between the grid joints is not more than 4 meters. The cover plate is equipped with two-way steel bars, and the lower lining of the cover plate is U-shaped steel plate.
本实用新型中预埋圆钢可用膨胀螺栓替代,角钢边混凝土挡坎可在固定角钢后二次浇筑,也可与钢筋混凝土结构梁一次浇筑完成。 In the utility model, the pre-embedded round steel can be replaced by expansion bolts, and the concrete retaining sill at the edge of the angle steel can be poured twice after the angle steel is fixed, and can also be poured once with the reinforced concrete structural beam.
本实用新型中屋面保温层按建筑节能设计选用,在盖板下衬的U形钢板上刷两遍防锈漆,扁钢压条沿变形缝方向连续设置。预埋圆钢的直径为8-12mm,圆钢设有螺纹的一端高出钢筋混凝土结构梁表面50mm左右,相邻两个圆钢之间的间距为300-500mm。混凝土挡坎为细石混凝土制成,高50-80mm,顶宽100-200mm,斜腰的坡度为45°。钢板压条长度为800-1500mm,刚性保护层由60-100mm厚的钢筋混凝土制成,附加防水层、屋面防水层采用同一类型防水卷材制成,附加防水层材料厚度在屋面防水层材料厚度基础上加厚一级。 In the utility model, the roof insulation layer is selected according to the building energy-saving design, and the U-shaped steel plate lined under the cover plate is brushed with anti-rust paint twice, and the flat steel bead is continuously arranged along the direction of the deformation joint. The diameter of the pre-embedded round steel is 8-12mm, and the threaded end of the round steel is about 50mm higher than the surface of the reinforced concrete beam, and the distance between two adjacent round steels is 300-500mm. The concrete sill is made of fine stone concrete, with a height of 50-80mm, a top width of 100-200mm, and a slope of 45°. The length of the steel plate layer is 800-1500mm, and the rigid protective layer is made of reinforced concrete with a thickness of 60-100mm. The additional waterproof layer and the roof waterproof layer are made of the same type of waterproof coiled material. The thickness of the additional waterproof layer material is based on the thickness of the roof waterproof layer material. One level thicker.
本实用新型中,变形缝按照设计要求确定合理宽度,跨缝防水材料材料以防水卷材、橡胶止水带、防水涂膜等柔性材料为主,满足主体结构温度变形、沉降变形、抗震变形的需要。钢筋混凝土制成的刚性盖板与屋面刚性保护层间的两个15-25mm(共计30-50mm)宽缝隙以柔性密封胶嵌缝,可以满足温度变形、沉降变形需要。在遇大震的极端情况下,只会出现屋面刚性保护层局部薄弱处的损坏,不会影响结构主体安全,满足抗震缝设置要求。 In the utility model, the reasonable width of the deformation joints is determined according to the design requirements, and the waterproof material materials across the joints are mainly flexible materials such as waterproof coiled materials, rubber waterstops, and waterproof coating films to meet the requirements of temperature deformation, settlement deformation, and seismic deformation of the main structure. need. The two 15-25mm (total 30-50mm) wide gaps between the rigid cover plate made of reinforced concrete and the roof rigid protective layer are caulked with flexible sealant, which can meet the needs of temperature deformation and settlement deformation. In extreme cases of large earthquakes, only local weak points of the rigid protective layer of the roof will be damaged, which will not affect the safety of the main body of the structure and meet the requirements for setting seismic joints.
变形缝两侧设置突起的混凝土挡坎,既可以固定预埋角钢,又是变形缝与大屋面间防水构造的挡水坎,同时还可以作为变形缝盖板的搁置支点。跨缝铺设的附加防水卷材及可卸式橡胶止水带通过螺母与预埋件(圆钢)固定,如果橡胶止水带老化、损坏,可以较方便地维修更换,不影响实际防水效果。变形缝盖板与屋面刚性保护层选用相同的钢筋混凝土材料,面层处理一致,变形缝完成面与整体屋面平顺对接,变形缝完成面平整、美观,适用于平行及垂直屋面排水方向的各种变形缝处理,排水组织灵活,盖缝板与屋面刚性保护层层间以密封胶嵌缝。 Protruding concrete retaining sills are set on both sides of the deformation joint, which can not only fix the embedded angle steel, but also act as a water retaining sill for the waterproof structure between the deformation joint and the large roof, and can also be used as a shelving fulcrum for the deformation joint cover plate. The additional waterproof membrane laid across the seam and the detachable rubber waterstop are fixed by nuts and embedded parts (round steel). If the rubber waterstop is aged or damaged, it can be easily repaired and replaced without affecting the actual waterproof effect. The deformation joint cover plate and the roof rigid protective layer are made of the same reinforced concrete material, and the surface treatment is consistent. The deformation joint completion surface is smoothly docked with the overall roof. Deformation joint treatment, flexible drainage organization, sealant caulking between the cover joint plate and the roof rigid protective layer.
本实用新型满足抗震缝、伸缩缝、沉降缝等各种变形缝设置要求。采用可卸式止水构造,维修、保养方便,主要材料采用市场化程度很高的产品,材料供应充足、施工方便、造价低廉。变形缝盖缝面层材料与屋面一致,强度高、耐磨性能好、防火性能优越、维修方便,可以满足各类功能使用要求。变形缝完成面平整、美观,适用于平行及垂直屋面排水方向的各种变形缝处理,排水组织灵活,适应性强、使用效率高。本实用新型主要应用于屋面被用作为特定使用功能(如停车场、球场等)时的屋面变形缝处理,变形缝防水处理防堵结合、重点强化、多重保护、实用可靠。 The utility model meets the setting requirements of various deformation joints such as seismic joints, expansion joints and settlement joints. The detachable water-stop structure is adopted, which is convenient for repair and maintenance. The main material is a product with a high degree of marketization. The material supply is sufficient, the construction is convenient, and the cost is low. The surface material of the deformation joint cover joint is the same as that of the roof, with high strength, good wear resistance, excellent fire resistance, and convenient maintenance, which can meet various functional requirements. The finished surface of the deformation joint is smooth and beautiful, and it is suitable for the treatment of various deformation joints parallel to and perpendicular to the roof drainage direction. The drainage organization is flexible, the adaptability is strong, and the use efficiency is high. The utility model is mainly used for roof deformation seam treatment when the roof is used as a specific function (such as a parking lot, a stadium, etc.).
附图说明 Description of drawings
图1为本实用新型的结构示意图; Fig. 1 is the structural representation of the utility model;
图2为图1中A部结构放大图; Fig. 2 is an enlarged view of the structure of part A in Fig. 1;
图中:1变形缝、2钢筋混凝土结构梁、3圆钢、4角钢、5混凝土挡坎、6附加防水层、7屋面找平层、8屋面防水层、9屋面保温层、10屋面刚性保护层、11可卸式橡胶止水带、12钢板压条、13螺母、14盖板、15 柔性板条、16密封胶、17 U形钢板、18变形缝保温层、19阻火带、20找平层、21防水涂膜。 In the figure: 1 deformation joint, 2 reinforced concrete structural beam, 3 round steel, 4 angle steel, 5 concrete sill, 6 additional waterproof layer, 7 roof leveling layer, 8 roof waterproof layer, 9 roof insulation layer, 10 roof rigid protection layer , 11 detachable rubber waterstop, 12 steel plate bead, 13 nut, 14 cover plate, 15 flexible lath, 16 sealant, 17 U-shaped steel plate, 18 deformation joint insulation layer, 19 fire-resistant belt, 20 leveling layer, 21 Waterproof coating film.
具体实施方式 Detailed ways
一种平缝型、可卸式屋面变形缝,在所述变形缝1两侧的钢筋混凝土结构梁2内每隔300-500mm预埋一根圆钢3,所述圆钢一端与钢筋混凝土结构梁内钢筋绑扎固定,另一端设有螺纹并高出钢筋混凝土结构梁表面。
A flat seam type, detachable roof deformation joint, in which a
变形缝两侧的钢筋混凝土结构梁上分别设有角钢4,两角钢内侧相对,角钢一侧边缘与钢筋混凝土结构梁边缘对齐,角钢与预埋圆钢对应位置上设有固定孔,圆钢穿过固定孔与角钢点焊连接。变形缝内设有成品阻火带19。
The reinforced concrete structural beams on both sides of the deformation joint are respectively provided with
两角钢外侧分别设有直角梯形混凝土挡坎5,混凝土挡坎的直角边与角钢外侧面紧贴,混凝土挡坎为细石混凝土制成。
The outer sides of the two angle steels are respectively provided with right-angled trapezoidal
两角钢上设有防水卷材制成的附加防水层6,附加防水层在变形缝上跨缝铺设并铺贴至变形缝两侧,其在变形缝内呈U形;变形缝两侧的屋面防水层8分别延伸至混凝土挡坎5上部,附加防水层与屋面防水层间有足够交错搭接宽度并粘贴牢固,交错搭接宽度不少于100mm。
An additional waterproof layer 6 made of waterproof coiled material is provided on the two angle steels, and the additional waterproof layer is laid across the deformation joint and pasted to both sides of the deformation joint, which is U-shaped in the deformation joint; the roof on both sides of the deformation joint The
变形缝上方的两角钢之间设有可卸式橡胶止水带11,可卸式橡胶止水带置于附加防水层6上;所述可卸式橡胶止水带上设有800-1500mm长的钢板压条12,钢板压条在变形缝两侧连续设置,其与预埋圆钢设有螺纹的一端对应位置上设有安装孔,钢板压条、可卸式橡胶止水带、角钢通过螺母13与圆钢一端的螺纹旋接紧固连接。钢板压条、可卸式橡胶止水带表面满涂防水涂膜21。
A
变形缝两侧的屋面防水层上设有屋面保温层8、找平层20、60-100mm厚的钢筋混凝土屋面刚性保护层10,屋面刚性保护层10浇筑至混凝土挡坎上方;变形缝上方两角钢之间、可卸式橡胶止水带上设有变形缝保温层18,在变形缝两侧的屋面刚性保护层之间设有盖板14,盖板两端分别置于混凝土挡坎上方,盖板与变形缝两侧的屋面刚性保护层之间分别设有15-25mm宽的缝隙,缝隙内设有柔性板条15,其上部至变形缝表面满嵌密封胶16。
The roof waterproof layer on both sides of the deformation joint is provided with a
盖板为细石混凝土制成,并沿变形缝长度方向设置分格缝,分格缝间距不大于4米,盖板内设有双向钢筋,盖板的下衬为U形钢板17。
The cover plate is made of fine stone concrete, and the grid joints are arranged along the length direction of the deformation joint. The distance between the grid joints is not more than 4 meters. The cover plate is equipped with two-way steel bars, and the lower lining of the cover plate is
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469973A (en) * | 2013-09-24 | 2013-12-25 | 扬州大学 | Flat-joint and detachable type roof deformation joint and construction method thereof |
CN105888082A (en) * | 2016-04-29 | 2016-08-24 | 陆庆祥 | Method for seamless connection of concrete of new and old buildings |
CN109113280A (en) * | 2018-09-26 | 2019-01-01 | 启迪设计集团股份有限公司 | A kind of construction for flat roof deck deformation joint of mating formation |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103469973A (en) * | 2013-09-24 | 2013-12-25 | 扬州大学 | Flat-joint and detachable type roof deformation joint and construction method thereof |
CN103469973B (en) * | 2013-09-24 | 2016-03-02 | 扬州大学 | A kind of flat seam type, detachable deformation joint of roof and building method thereof |
CN105888082A (en) * | 2016-04-29 | 2016-08-24 | 陆庆祥 | Method for seamless connection of concrete of new and old buildings |
CN105888082B (en) * | 2016-04-29 | 2018-08-14 | 陆庆祥 | A kind of new and old building concrete joins seamless method |
CN109113280A (en) * | 2018-09-26 | 2019-01-01 | 启迪设计集团股份有限公司 | A kind of construction for flat roof deck deformation joint of mating formation |
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