CN207597693U - Board for wood frame seismic shear wall plate - Google Patents
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- CN207597693U CN207597693U CN201721642080.6U CN201721642080U CN207597693U CN 207597693 U CN207597693 U CN 207597693U CN 201721642080 U CN201721642080 U CN 201721642080U CN 207597693 U CN207597693 U CN 207597693U
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- 239000002023 wood Substances 0.000 title claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 239000000463 material Substances 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 238000010008 shearing Methods 0.000 claims 4
- 238000005728 strengthening Methods 0.000 claims 3
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000005097 cold rolling Methods 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 238000004080 punching Methods 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 5
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 241000771208 Buchanania arborescens Species 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 229910002092 carbon dioxide Inorganic materials 0.000 description 2
- 239000001569 carbon dioxide Substances 0.000 description 2
- 239000010960 cold rolled steel Substances 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本实用新型属于建筑技术领域,尤其是涉及一种木框板抗震剪力墙板。包括木底板、木顶板、木侧板、抗剪固定键、竖向加强筋、横向加强筋、角钢固定架、加气混凝土、支撑龙骨柱和紧固连接铆钉;木框板抗震剪力墙板的上下端部分别为木顶板和木底板,在木顶板和木底板之间的两侧端部分别为木侧板,木底板、木顶板、木侧板共同围成木框,在木框内部设置有加气混凝土,加气混凝土中设置有支撑龙骨柱作为支撑,设置有竖向加强筋、横向加强筋对木框板抗震剪力墙板进行初步连接固定;本实用新型的有益效果是整体结构稳定性好,受力性能好,质量轻,横向、竖向都能够承担荷载、抗震;能够在工厂模块化预制,简化安装操作、加快装配速度,提高了工业化程度。
The utility model belongs to the technical field of buildings, in particular to a wooden frame board anti-seismic shear wall board. Including wooden bottom board, wooden top board, wooden side board, shear fixed key, vertical reinforcement, horizontal reinforcement, angle steel fixing frame, aerated concrete, supporting keel column and fastening connection rivets; wooden frame board seismic shear wallboard The upper and lower ends of the wooden roof are wooden top board and wooden bottom board, and the two ends between the wooden top board and wooden bottom board are respectively wooden side boards. The wooden bottom board, wooden top board, and wooden side boards together form a wooden frame. Inside the wooden frame Air-entrained concrete is provided, and supporting keel columns are arranged in the air-entrained concrete as supports, and vertical reinforcing ribs and transverse reinforcing ribs are provided to initially connect and fix the anti-seismic shear wall panels of wooden frame panels; the beneficial effect of the utility model is that the overall It has good structural stability, good mechanical performance, light weight, can bear loads both horizontally and vertically, and is earthquake-resistant; it can be modularly prefabricated in the factory, simplifying installation operations, speeding up assembly, and improving the degree of industrialization.
Description
技术领域technical field
本实用新型属于建筑技术领域,尤其是涉及一种木框板抗震剪力墙板。The utility model belongs to the technical field of buildings, in particular to a wooden frame board anti-seismic shear wall board.
背景技术Background technique
轻型木结构是现有房屋结构中最经久耐用的结构之一,使用木结构建筑,建筑垃圾问题将得到很好解决,而且木材释放氧气,固化二氧化碳。生产1吨木材,释放氧气1.62吨,吸收固化二氧化碳1.82吨,我国发展木结构建筑,木材、竹材资源充裕,森林面积、蓄积持续增长。森林面积净增2054.30万公顷,全国森林覆盖率由18.21%提高到20.36%,上升了2.15个百分点,天然林面积、蓄积明显增加。中国现有人工用材林6169万公顷,居世界第一,发展前景很好。有利于我国建筑采用轻型木结构,但是,地震灾害具有突发性和毁灭性,地震发生时,地面振动引起结构的地震反应。为了避免上述灾害的发生,人们必须对结构体系的地震反应进行控制,并消除结构体系的“放大器”作用,保护主体结构及构件在强震或大风中免遭破坏,行业内采用增加混凝土墙体厚度的方式来改善上述状况,但这样不仅增大了混凝土用量,增加施工强度和成本,而且关键是,地震力是与墙体的自重成正比的,重量随着厚度增大后,地震产生的水平剪力也增大了,故墙体的抗水平剪力的效果即水平承载力仍然不理想,传统剪力墙的边缘构件存在配筋偏大的问题,在地震荷载作用下剪力墙的延性不足,耗能能力较差,其设计、施工均较复杂。Light wood structure is one of the most durable structures in existing house structures. Using wood structure buildings will solve the problem of construction waste, and wood releases oxygen and solidifies carbon dioxide. Produce 1 ton of wood, release 1.62 tons of oxygen, and absorb and solidify 1.82 tons of carbon dioxide. my country develops wood structure buildings, with abundant wood and bamboo resources, and the forest area and accumulation continue to grow. The net increase of forest area was 20.543 million hectares, the national forest coverage rate increased from 18.21% to 20.36%, an increase of 2.15 percentage points, and the area and stock of natural forest increased significantly. China currently has 61.69 million hectares of man-made timber forests, ranking first in the world, with good prospects for development. It is conducive to the use of light wood structures in our country's buildings. However, earthquake disasters are sudden and destructive. When an earthquake occurs, the ground vibration causes the seismic response of the structure. In order to avoid the above-mentioned disasters, people must control the seismic response of the structural system and eliminate the "amplifier" effect of the structural system to protect the main structure and components from damage in strong earthquakes or strong winds. Thickness can be used to improve the above situation, but this will not only increase the amount of concrete, increase the construction strength and cost, but the key point is that the seismic force is proportional to the self-weight of the wall. After the weight increases with the thickness, the earthquake produces The horizontal shear force has also increased, so the horizontal shear resistance effect of the wall, that is, the horizontal bearing capacity is still not ideal. The edge members of the traditional shear wall have the problem of too large reinforcement. The ductility of the shear wall under the earthquake load Insufficient, poor energy consumption capacity, and its design and construction are more complicated.
实用新型内容Utility model content
为了解决上述存在的技术问题,本实用新型提供一种木框板抗震剪力墙板,能够在工厂模块化预制生产,简化安装操作、加快装配速度,提高了工业化程度,具有结构稳定性好,受力性能好,质量轻,横向、竖向都能够承担荷载、抗震,地震时吸收地震力少,能够减少建筑结构的地震反应。In order to solve the above existing technical problems, the utility model provides a wooden frame plate anti-seismic shear wall panel, which can be modularly prefabricated in the factory, simplifies the installation operation, speeds up the assembly speed, improves the degree of industrialization, and has good structural stability. It has good mechanical performance, light weight, can bear loads both horizontally and vertically, and is earthquake-resistant. It absorbs less seismic force during an earthquake and can reduce the seismic response of the building structure.
本实用新型采用的技术方案为:The technical scheme that the utility model adopts is:
一种木框板抗震剪力墙板,包括木底板(1)、木顶板(2)、木侧板(3)、抗剪固定键(4)、竖向加强筋(5)、横向加强筋(6)、角钢固定架(7)、加气混凝土(8)、支撑龙骨柱(9)和紧固连接铆钉(10);A wooden frame plate anti-seismic shear wall panel, comprising a wooden bottom board (1), a wooden top board (2), a wooden side board (3), a shear fixing key (4), a vertical reinforcing rib (5), and a transverse reinforcing rib (6), angle steel fixing frame (7), aerated concrete (8), supporting keel column (9) and fastening connection rivets (10);
木框板抗震剪力墙板的上下端部分别为木顶板(2)和木底板(1),在木顶板(2)和木底板(1)之间的两侧端部分别为木侧板(3),木底板(1)、木顶板(2)、木侧板(3)共同围成木框,木底板(1)、木顶板(2)的左右两端均伸到木侧板(3)的外边缘,在木框内部设置有加气混凝土(8),加气混凝土(8)中设置有支撑龙骨柱(9)作为支撑,设置有竖向加强筋(5)、横向加强筋(6)对木框板抗震剪力墙板进行初步连接固定,竖向加强筋(5)与木底板(1)、木顶板(2)通过螺丝扣和螺母连接,横向加强筋(6)穿过抗剪固定键(4)、支撑龙骨柱(9)与木侧板(3)通过螺丝扣和螺母连接;两个抗剪固定键(4)以开口相对的方式左右分布在墙板结构中;在木框板抗震剪力墙板四角处设置的角钢固定架(7),用于提高墙板结构的强度和稳定性;木底板(1)、木顶板(2)通过紧固连接铆钉(10)与木侧板(3)连接,并且紧固连接铆钉(10)优先均匀分布。The upper and lower ends of the anti-seismic shear wall panel of the wooden frame board are respectively a wooden top board (2) and a wooden bottom board (1), and the two side ends between the wooden top board (2) and the wooden bottom board (1) are respectively wooden side boards (3), wood base plate (1), wooden top plate (2), wooden side plate (3) enclose wooden frame jointly, and the left and right ends of wooden base plate (1), wooden top plate (2) all stretch out to wooden side plate ( 3) on the outer edge of the wooden frame, aerated concrete (8) is arranged inside the aerated concrete (8), and supporting keel columns (9) are arranged in the aerated concrete (8) as supports, and vertical reinforcing ribs (5) and transverse reinforcing ribs are arranged (6) Preliminarily connect and fix the anti-seismic shear wall panel of the wooden frame plate, the vertical reinforcing rib (5) is connected with the wooden bottom plate (1) and the wooden top plate (2) through turnbuckles and nuts, and the horizontal reinforcing rib (6) wears The over-shear fixed key (4), the supporting keel column (9) and the wooden side panel (3) are connected by turnbuckles and nuts; the two shear-resistant fixed keys (4) are distributed left and right in the wall panel structure with openings facing each other ; the angle steel fixing frames (7) arranged at the four corners of the wooden frame board seismic shear wall board are used to improve the strength and stability of the wall board structure; the wooden bottom board (1) and the wooden top board (2) are fastened and connected by rivets ( 10) It is connected with the wooden side board (3), and the fastening connection rivets (10) are preferentially evenly distributed.
进一步地,所述的角钢固定架(7)优先采用冷轧钢材料冲压制作而成。Further, the angle steel fixing frame (7) is preferably made of cold-rolled steel material by stamping.
进一步地,所述的抗剪固定键(4)优先采用不锈钢材料制作而成。Further, the shear-resistant fixed key (4) is preferably made of stainless steel.
进一步地,所述的木底板(1)、木顶板(2)、木侧板(3)的宽度优先相等。Further, the widths of the wooden bottom board (1), wooden top board (2), and wooden side boards (3) are preferentially equal.
进一步地,所述的木侧板(3)的上下与角钢固定架(7)、支撑龙骨柱(9)的上下均齐平。Further, the upper and lower sides of the wooden side board (3) are flush with the upper and lower sides of the angle steel fixing frame (7) and the supporting keel column (9).
本实用新型的有益效果:The beneficial effects of the utility model:
本实用新型的优点和有益效果是整体结构稳定性好,受力性能好,质量轻,横向、竖向都能够承担荷载、抗震;能够在工厂模块化预制,简化安装操作、加快装配速度,提高了工业化程度,经济效果好,显著降低建造成本,有效降低墙板重量,有效实现标准产业化,提高了装配效率,减少资源、能源消耗,避免环境污染,并且可以高度集成,大幅减少现场作业,通过系列构造,使其具有良好的受力性能,而且其自身质量轻,地震时吸收地震力少,能够减少建筑结构的地震反应,对建筑结构起到很好的保护作用,其具有整体结构稳定性好、加工简单、安装方便等优点,对建筑结构振动控制领域建设十分有意义,能够满足建筑结构安全防护要求,最大限度的保护人民的生命和财产安全,值得推广应用。The advantages and beneficial effects of the utility model are that the overall structure has good stability, good mechanical performance, light weight, can bear loads in both horizontal and vertical directions, and is shock-resistant; it can be modularized and prefabricated in factories, simplifies installation operations, speeds up assembly speed, and improves The degree of industrialization is improved, the economic effect is good, the construction cost is significantly reduced, the weight of the wallboard is effectively reduced, the standard industrialization is effectively realized, the assembly efficiency is improved, the resource and energy consumption are reduced, and environmental pollution is avoided. It can also be highly integrated and greatly reduce on-site operations. Through a series of structures, it has good mechanical performance, and its own weight is light, and it absorbs less seismic force during an earthquake, which can reduce the seismic response of the building structure and play a good role in protecting the building structure. It has overall structural stability. It has the advantages of good performance, simple processing, and convenient installation. It is very meaningful for the construction of building structure vibration control. It can meet the safety protection requirements of building structures and protect people's lives and property safety to the greatest extent. It is worth popularizing and applying.
附图说明Description of drawings
图1为本实用新型木框板抗震剪力墙板正视示意图。Fig. 1 is a schematic front view of a wooden framed panel aseismic shear wall panel of the present invention.
图2为图1的A-A剖面示意图。FIG. 2 is a schematic cross-sectional view of A-A in FIG. 1 .
图中:1为木底板;2为木顶板;3为木侧板;4为抗剪固定键;5为竖向加强筋;6为横向加强筋;7为角钢固定架;8为加气混凝土;9为支撑龙骨柱;10为紧固连接铆钉。In the figure: 1 is the wooden bottom board; 2 is the wooden top board; 3 is the wooden side board; 4 is the shear fixed key; 5 is the vertical reinforcement; 6 is the horizontal reinforcement; 7 is the angle steel fixing frame; ; 9 is the supporting keel column; 10 is the fastening connection rivet.
具体实施方式Detailed ways
为了进一步说明本实用新型,下面结合附图及实施例对本实用新型进行详细地描述,但不能将它们理解为对本实用新型保护范围的限定。In order to further illustrate the utility model, the utility model will be described in detail below in conjunction with the accompanying drawings and embodiments, but they should not be understood as limiting the protection scope of the utility model.
实施例:如图1~图2所示,一种木框板抗震剪力墙板,包括木底板1、木顶板2、木侧板3、抗剪固定键4、竖向加强筋5、横向加强筋6、角钢固定架7、加气混凝土8、支撑龙骨柱9和紧固连接铆钉10;Embodiment: As shown in Figures 1 to 2, a wooden frame plate anti-seismic shear wall panel, including a wooden bottom plate 1, a wooden top plate 2, a wooden side plate 3, a shear fixed key 4, a vertical reinforcing rib 5, and a horizontal Reinforcing rib 6, angle steel fixing frame 7, aerated concrete 8, supporting keel column 9 and fastening connection rivet 10;
木框板抗震剪力墙板的上下端部分别为木顶板2和木底板1,在木顶板2和木底板1之间的两侧端部分别为木侧板3,木底板1、木顶板2、木侧板3共同围成木框,木底板1、木顶板2的左右两端均伸到木侧板3的外边缘,木底板1、木顶板2、木侧板3的宽度优先相等;在木框内部设置有加气混凝土8,加气混凝土8的抗弯强度和抗裂强度优异,同时重量轻,降低了墙板自重,大大提高了墙板结构抗震能力;加气混凝土8中设置有支撑龙骨柱9作为支撑,设置有竖向加强筋5、横向加强筋6对木框板抗震剪力墙板进行初步连接固定,竖向加强筋5与木底板1、木顶板2通过螺丝扣和螺母连接,横向加强筋6穿过抗剪固定键4、支撑龙骨柱9与木侧板3通过螺丝扣和螺母连接;木侧板3的上下与角钢固定架7、支撑龙骨柱9的上下均齐平;两个抗剪固定键4优先采用不锈钢材料制作而成,以开口相对的方式左右分布在墙板结构中;在木框板抗震剪力墙板四角处设置的角钢固定架7,用于提高墙板结构的强度和稳定性,角钢固定架7优先采用冷轧钢材料冲压制作而成;木底板1、木顶板2通过紧固连接铆钉10与木侧板3连接,并且紧固连接铆钉10优先均匀分布。The upper and lower ends of the wooden frame plate anti-seismic shear wall panels are wooden top board 2 and wooden bottom board 1 respectively, and the ends on both sides between wooden top board 2 and wooden bottom board 1 are wooden side boards 3, wooden bottom board 1 and wooden top board respectively. 2. The wooden side panels 3 together form a wooden frame, the left and right ends of the wooden bottom panel 1 and the wooden top panel 2 extend to the outer edge of the wooden side panel 3, and the widths of the wooden bottom panel 1, wooden top panel 2, and wooden side panels 3 are preferentially equal ;Aerated concrete 8 is arranged inside the wooden frame, which has excellent flexural strength and cracking strength, and is light in weight, which reduces the dead weight of the wall panel and greatly improves the seismic capacity of the wall panel structure; The supporting keel column 9 is set as a support, and the vertical reinforcing rib 5 and the transverse reinforcing rib 6 are provided to initially connect and fix the wooden frame plate anti-seismic shear wall panel. Buckle and nut connection, transverse reinforcement 6 passes through the shear fixed key 4, support keel column 9 and wooden side panel 3 are connected by turnbuckle and nut; Both up and down are flush; the two shear fixing keys 4 are preferably made of stainless steel, and are distributed in the wall panel structure with openings facing each other; the angle steel fixing frames 7 set at the four corners of the wooden frame panel seismic shear wall panel , used to improve the strength and stability of the wall panel structure, the angle steel fixing frame 7 is preferably stamped and made of cold-rolled steel material; the wooden bottom plate 1 and the wooden top plate 2 are connected with the wooden side plate 3 by fastening rivets 10, and tightly The fastening rivets 10 are preferentially evenly distributed.
以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以做出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made, these improvements and Retouching should also be regarded as the scope of protection of the present utility model.
Claims (5)
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CN201721642080.6U CN207597693U (en) | 2017-11-30 | 2017-11-30 | Board for wood frame seismic shear wall plate |
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