CN104763078A - Shock-absorption type frame-shear wall combination structure system and construction method thereof - Google Patents
Shock-absorption type frame-shear wall combination structure system and construction method thereof Download PDFInfo
- Publication number
- CN104763078A CN104763078A CN201510194473.4A CN201510194473A CN104763078A CN 104763078 A CN104763078 A CN 104763078A CN 201510194473 A CN201510194473 A CN 201510194473A CN 104763078 A CN104763078 A CN 104763078A
- Authority
- CN
- China
- Prior art keywords
- frame
- shear wall
- steel
- shock
- structure system
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000010521 absorption reaction Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 67
- 239000010959 steel Substances 0.000 claims abstract description 67
- 239000002131 composite material Substances 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims abstract description 7
- 239000011150 reinforced concrete Substances 0.000 claims description 13
- 239000004567 concrete Substances 0.000 claims description 10
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 7
- 239000011449 brick Substances 0.000 description 3
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 230000007123 defense Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007246 mechanism Effects 0.000 description 2
- 238000012271 agricultural production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
本发明公开了一种减震型框架-剪力墙组合结构体系及其施工方法。一种减震型框架-剪力墙组合结构体系由框架、剪力墙、楼板和钢连接件组成；框架由框架梁和框架柱组成；框架梁上留有用于连接的螺栓孔；剪力墙上部留有用于连接的螺栓孔；钢连接件上留有用于连接的螺栓孔；框架梁和剪力墙之间的连接方法是用螺栓将钢连接件的一端与框架梁连接，另一端与剪力墙上部连接；框架柱与剪力墙之间留有空隙并用柔性材料填充；楼板搭在框架梁上。本发明的优势在于，充分利用剪力墙，既提高结构的抗震性能，而且能降低造价，施工也比较方便。
The invention discloses a shock-absorbing frame-shear wall composite structure system and a construction method thereof. A shock-absorbing frame-shear wall composite structure system consists of a frame, a shear wall, a floor and steel connectors; the frame is composed of frame beams and frame columns; bolt holes for connection are left on the frame beams; the shear wall Bolt holes for connection are left on the upper part; bolt holes for connection are left on the steel connector; the connection method between the frame beam and the shear wall is to use bolts to connect one end of the steel connector to the frame beam, and the other end to the shear wall. The upper part of the force wall is connected; the gap between the frame column and the shear wall is left and filled with flexible materials; the floor is built on the frame beam. The invention has the advantage of fully utilizing the shear wall, which can not only improve the seismic performance of the structure, but also reduce the cost and facilitate the construction.
Description
技术领域technical field
本发明属于结构工程领域，涉及一种结构体系，特指一种减震型框架-剪力墙组合结构体系及其施工方法。The invention belongs to the field of structural engineering and relates to a structural system, in particular to a shock-absorbing frame-shear wall combined structural system and a construction method thereof.
背景技术Background technique
在我国，应用最多的建筑结构体系是框架结构,钢筋混凝土框架结构节省钢材、平面布置灵活、可模性好、造价低且材料来源丰富，但框架结构体系抗侧刚度小，在较大地震作用下位移较大或容易出现明显薄弱层。历次地震的震害现象表明，框架结构的抗震性能较差，并没有表现出人们期望的有利于抗震的弯曲型破坏，也没表现出耗能能力较大的梁铰机制或混合铰机制破坏形式，因此其应用又受到了一定限制。In my country, the most widely used building structure system is the frame structure. The reinforced concrete frame structure saves steel, has flexible layout, good moldability, low cost and abundant material sources. Larger downward displacement or easy to appear obvious weak layer. The earthquake damage phenomena of previous earthquakes show that the anti-seismic performance of the frame structure is poor, and it does not show the expected bending type damage that is beneficial to anti-seismic, nor does it show the beam-hinge mechanism or the mixed-hinge mechanism failure form with a large energy dissipation capacity. , so its application is limited.
砌体结构容易就地取材，具有良好的耐火性和较好的耐久性，砌筑时不需要模板和特殊的施工设备，可以节省木材，新砌筑的砌体上即可承受一定荷载，因而可以连续施工，砖墙和砌块墙体能够隔热和保温，节能效果明显，所以既是较好的承重结构，也是较好的围护结构。但砌体结构也有诸多缺点，与钢和混凝土相比，砌体的强度较低，因而构件的截面尺寸较大，材料用量多，自重大，砌体的砌筑基本上是手工方式，施工劳动量大，砌体的抗拉、抗剪强度都很低，因而抗震较差，在使用上受到一定限制，砖、石的抗压强度也不能充分发挥，抗弯能力低，粘土砖需用粘土制造，在某些地区过多占用农田，影响农业生产。The masonry structure is easy to obtain local materials, has good fire resistance and good durability, does not need formwork and special construction equipment during masonry, can save wood, and can bear a certain load on the newly built masonry, so It can be constructed continuously, and the brick wall and block wall can be insulated and heat-preserved, and the energy-saving effect is obvious, so it is not only a good load-bearing structure, but also a good enclosure structure. However, the masonry structure also has many disadvantages. Compared with steel and concrete, the strength of masonry is lower, so the cross-sectional size of components is larger, the amount of materials used is large, and the weight is heavy. Masonry is basically built by hand. The amount of masonry is large, the tensile and shear strength of the masonry are very low, so the earthquake resistance is poor, and the use is limited. The compressive strength of bricks and stones cannot be fully exerted, and the bending capacity is low. Clay bricks need clay Manufacturing, occupying too much farmland in some areas, affecting agricultural production.
框架-支撑结构体系是在我国应用比较多的混合结构体系，框架-支撑体系可以看作由支撑和框架两部分组成，两者共同工作，共同承担作用在结构上的外荷载。框架-支撑结构比框架结构受力均匀，变形合理。该体系不仅刚度较大，而且具有两道抗震防线，地震时支撑作为第一道防线，率先发挥耗能作用，支撑破坏后由于刚度改变使结构避开了主震频率，降低了地震作用的输入。支撑截面形式简单，破坏后也容易修复或更换，使得框架-支撑结构体系具有较好的安全性和经济性。但是支撑的存在会使得建筑空间布局受到限制，在支撑的位置布置填充墙时还会导致施工不便。The frame-support structure system is a hybrid structure system that is widely used in my country. The frame-support system can be regarded as composed of two parts, the support and the frame. The two parts work together to bear the external load acting on the structure. The frame-support structure is evenly stressed than the frame structure, and the deformation is reasonable. The system not only has high rigidity, but also has two anti-seismic defense lines. During an earthquake, the support acts as the first line of defense, and takes the lead in exerting energy dissipation. After the support is damaged, the structure avoids the frequency of the main earthquake due to the change of stiffness, reducing the input of earthquake action. . The form of the support section is simple, and it is easy to repair or replace after damage, so that the frame-support structure system has better safety and economy. However, the existence of the support will restrict the layout of the building space, and it will also cause inconvenience in construction when the filling wall is arranged at the position of the support.
剪力墙结构中，建筑物中的竖向承重构件主要由剪力墙承担，剪力墙既承担水平构件传来的竖向荷载，同时承担风力或地震作用传来的水平地震作用。剪力墙是建筑物的分隔墙和围护墙，因此墙体的布置必须同时满足建筑平面布置和结构布置的要求。剪力墙结构体系，有很好的承载能力，而且有很好的整体性和空间作用，比框架结构有更好的抗侧力能力，因此，可建造较高的建筑物。剪力墙的间距有一定限制，故不可能开间太大。对需要大空间时就不太适用。灵活性就差。In the shear wall structure, the vertical load-bearing components in the building are mainly borne by the shear wall, which not only bears the vertical load transmitted by the horizontal components, but also bears the horizontal seismic action transmitted by wind or earthquake. The shear wall is the partition wall and enclosure wall of the building, so the layout of the wall must meet the requirements of the building layout and structural layout at the same time. The shear wall structure system has good bearing capacity, good integrity and space function, and has better lateral force resistance than the frame structure, so taller buildings can be built. The spacing of the shear walls is limited, so it is impossible to have too large a bay. It is not suitable when a large space is required. The flexibility is poor.
框架－剪力墙结构是在框架结构中设置适当的剪力墙的结构，剪力墙主要承受水平荷载，竖向荷载由框架承担。它具有框架结构平面的布置灵活，有较大空间的的优点，又具有侧向刚度较大的优点。但是，框架－剪力墙结构中框架和剪力墙的连接部位往往不好处理，与本发明的减震型框架-剪力墙组合结构体系相比，耗能能力差一些，其破坏部位也难以控制。The frame-shear wall structure is a structure in which appropriate shear walls are set in the frame structure. The shear walls mainly bear horizontal loads, and the vertical loads are borne by the frame. It has the advantages of flexible layout of the frame structure plane, larger space, and larger lateral rigidity. However, the joints between the frame and the shear wall in the frame-shear wall structure are often difficult to handle. Compared with the shock-absorbing frame-shear wall composite structure system of the present invention, the energy dissipation capacity is poor, and the damaged parts are also hard to control.
发明内容Contents of the invention
本发明的目的在于解决框架结构和砌体结构抗震性能差、框架-支撑结构空间布局不便、剪力墙结构平面布置灵活性差和框架－剪力墙结构连接难处理的问题，而提出一种减震型框架-剪力墙组合结构体系。The purpose of the present invention is to solve the problems of poor seismic performance of frame structure and masonry structure, inconvenient space layout of frame-support structure, poor flexibility of planar arrangement of shear wall structure and difficult connection of frame-shear wall structure, and proposes a Seismic frame-shear wall composite structural system.
本发明采用的技术方案为：一种减震型框架-剪力墙组合结构体系由框架、剪力墙、楼板和钢连接件组成；所述框架由框架梁和框架柱组成；所述框架梁上留有用于连接的螺栓孔；所述剪力墙上部留有用于连接的螺栓孔；所述钢连接件上留有用于连接的螺栓孔；所述框架梁和剪力墙之间的连接方法是用螺栓将钢连接件的一端与框架梁连接，另一端与剪力墙上部连接；所述框架柱与剪力墙之间留有空隙并用柔性材料填充；所述楼板搭在框架梁上。The technical solution adopted in the present invention is: a shock-absorbing frame-shear wall composite structure system is composed of a frame, a shear wall, a floor and steel connectors; the frame is composed of a frame beam and a frame column; the frame beam Bolt holes for connection are left on the upper part of the shear wall; bolt holes for connection are left on the upper part of the shear wall; bolt holes for connection are left on the steel connector; the connection method between the frame beam and the shear wall Bolts are used to connect one end of the steel connector to the frame beam, and the other end to the upper part of the shear wall; a gap is left between the frame column and the shear wall and filled with flexible materials; the floor slab is placed on the frame beam.
所述楼板上不留或者留有用于连接的螺栓孔；对于留有螺栓孔的楼板，其与框架梁的连接方法是用螺栓将钢连接件的一端与框架梁连接，另一端与楼板连接。There are no bolt holes or bolt holes for connection on the floor; for the floor slabs with bolt holes, the connection method with the frame beam is to use bolts to connect one end of the steel connector to the frame beam and the other end to the floor.
所述框架梁和剪力墙之间留有或者不留间隙。There is or no gap is left between the frame beam and the shear wall.
所述钢连接件为平板型或工字型或口字型。The steel connectors are flat or H-shaped or S-shaped.
所述钢连接件上部的螺栓孔和下部的螺栓孔均为长条孔，螺栓有在长条孔内沿水平方向移动的能力。Both the bolt holes on the upper part and the bolt holes on the lower part of the steel connector are elongated holes, and the bolts have the ability to move horizontally in the elongated holes.
所述钢连接件上有四个位于角部的圆形螺栓孔，螺栓与连接件不能发生相对移动。There are four circular bolt holes at the corners on the steel connecting piece, and the bolts and the connecting piece cannot move relative to each other.
所述框架为钢筋混凝土框架或钢框架。The frame is a reinforced concrete frame or a steel frame.
所述剪力墙为配筋砌体剪力墙或钢筋混凝土剪力墙。The shear wall is a reinforced masonry shear wall or a reinforced concrete shear wall.
所述楼板为预制楼板或预制整体式楼板。The floor is a prefabricated floor or a prefabricated integral floor.
一种减震型框架-剪力墙组合结构体系的施工方法，依次包括下述步骤：A construction method of a shock-absorbing frame-shear wall composite structure system, comprising the following steps in sequence:
(a)框架施工：所述框架为钢筋混凝土框架，将框架柱纵向受力钢筋与下部结构进行连接，配置柱箍筋，放置柱模板，将框架梁受力钢筋与框架柱受力钢筋连接，配置梁箍筋，放置梁上的钢预埋件，放置梁模板，浇筑梁柱混凝土；所述框架为钢框架，立好框架柱，将框架梁与框架柱焊接或者螺栓连接。(a) Frame construction: the frame is a reinforced concrete frame, the frame column longitudinal reinforcement is connected with the substructure, the column stirrup is arranged, the column formwork is placed, the frame beam stress reinforcement is connected with the frame column stress reinforcement, and the beam is configured The stirrup is placed on the steel embedded parts on the beam, the beam template is placed, and the beam column concrete is poured; the frame is a steel frame, the frame column is erected, and the frame beam is welded or bolted to the frame column.
(b)剪力墙施工：所述剪力墙为配筋砌体剪力墙，砌筑砌块并放置横向钢筋，到一定高度后放置竖向钢筋并灌注混凝土，然后继续往上砌筑，直至达到框架梁底标高，最后一皮砌块砌筑时部分砌块开孔并放置预埋件；所述剪力墙为钢筋混凝土剪力墙，绑扎钢筋，放置预埋件，支模，浇注混凝土，养护。(b) Shear wall construction: the shear wall is a reinforced masonry shear wall, build blocks and place horizontal steel bars, place vertical steel bars and pour concrete after reaching a certain height, and then continue to build upwards, Until the elevation of the frame beam bottom is reached, when the last skin block is built, some blocks are opened and embedded parts are placed; the shear wall is a reinforced concrete shear wall, steel bars are bound, embedded parts are placed, formwork is placed, and pouring Concrete, curing.
(c)钢连接件的施工：将钢连接件放置在适当的位置，使钢连接件上的孔洞对齐框架梁和剪力墙上的孔洞，插入螺栓，拧紧螺帽。(c) Construction of steel connectors: place the steel connectors in an appropriate position, align the holes on the steel connectors with the holes in the frame beams and shear walls, insert bolts, and tighten the nuts.
由于上述技术方案的运用，本发明具有如下优点：1、抗震性能好；2、地震后墙体基本不破坏，仅需更换耗能连接件；3、墙体可以做自保温墙体，同时解决了墙体保温问题；4、墙体可以用装饰砌块，同时解决外墙装饰问题；5、施工方便，可以吊装；6、造价比钢支撑低；7、易于维护；8、连接节点简单。Due to the application of the above technical solution, the present invention has the following advantages: 1. Good seismic performance; 2. The wall is basically not damaged after the earthquake, and only energy-consuming connectors need to be replaced; 3. The wall can be used as a self-insulating wall, and at the same time solve 4. Decorative blocks can be used for the wall, and at the same time solve the problem of exterior wall decoration; 5. The construction is convenient and can be hoisted; 6. The cost is lower than that of steel supports; 7. It is easy to maintain; 8. The connection nodes are simple.
附图说明Description of drawings
图1为本发明的一种减震型框架-剪力墙组合结构体系的整体结构体系示意图；Fig. 1 is the overall structural system schematic diagram of a kind of damping type frame-shear wall combined structural system of the present invention;
图2为本发明的一种减震型框架-剪力墙组合结构体系的平板型钢连接件(圆形螺栓孔)(不留间隙)平面图；Fig. 2 is a plan view of a flat plate steel connector (circular bolt hole) (no gap) of a shock-absorbing type frame-shear wall combined structural system of the present invention;
图3为本发明的一种减震型框架-剪力墙组合结构体系的平板型钢连接件(圆形螺栓孔)(留间隙)平面图；Fig. 3 is a plan view of a flat plate steel connector (circular bolt hole) (stay gap) of a kind of shock-absorbing type frame-shear wall combined structural system of the present invention;
图4为本发明的一种减震型框架-剪力墙组合结构体系的工字型钢连接件(圆形螺栓孔)(不留间隙)平面图；Fig. 4 is a plan view of the I-shaped steel connector (circular bolt hole) (no gap) of a kind of shock-absorbing type frame-shear wall combined structural system of the present invention;
图5为本发明的一种减震型框架-剪力墙组合结构体系的工字型钢连接件(圆形螺栓孔)(留间隙)平面图；Fig. 5 is a plan view of the I-shaped steel connector (circular bolt hole) (stay gap) of a kind of shock-absorbing type frame-shear wall combined structural system of the present invention;
图6为本发明的一种减震型框架-剪力墙组合结构体系的口字型钢连接件(圆形螺栓孔)(不留间隙)平面图；Fig. 6 is a plan view of the mouth-shaped steel connector (circular bolt hole) (no gap) of a kind of shock-absorbing type frame-shear wall composite structural system of the present invention;
图7为本发明的一种减震型框架-剪力墙组合结构体系的口字型钢连接件(圆形螺栓孔)(留间隙)平面图；Fig. 7 is a plan view of the mouth-shaped steel connector (circular bolt hole) (leaving gap) of a kind of shock-absorbing type frame-shear wall combined structural system of the present invention;
图8为本发明的一种减震型框架-剪力墙组合结构体系的平板型钢连接件(长条形螺栓孔)(不留间隙)平面图；Fig. 8 is a plan view of a flat plate steel connector (strip bolt hole) (without gaps) of a shock-absorbing frame-shear wall combined structural system of the present invention;
图9为本发明的一种减震型框架-剪力墙组合结构体系的平板型钢连接件(长条形螺栓孔)(留间隙)平面图；Fig. 9 is a plan view of a plate steel connector (strip bolt hole) (leaving a gap) of a shock-absorbing frame-shear wall combined structural system of the present invention;
图10为本发明的一种减震型框架-剪力墙组合结构体系的工字型钢连接件(长条形螺栓孔)(不留间隙)平面图；Fig. 10 is a plan view of an I-shaped steel connector (elongated bolt hole) (no gap) of a shock-absorbing frame-shear wall combined structural system of the present invention;
图11为本发明的一种减震型框架-剪力墙组合结构体系的工字型钢连接件(长条形螺栓孔)(留间隙)平面图；Fig. 11 is a plan view of an I-shaped steel connector (strip bolt hole) (gap) of a shock-absorbing frame-shear wall combined structural system of the present invention;
图12为本发明的一种减震型框架-剪力墙组合结构体系的口字型钢连接件(长条形螺栓孔)(不留间隙)平面图；Fig. 12 is a plan view of the mouth-shaped steel connector (strip bolt hole) (no gap) of a kind of shock-absorbing type frame-shear wall combined structural system of the present invention;
图13为本发明的一种减震型框架-剪力墙组合结构体系的口字型钢连接件(长条形螺栓孔)(留间隙)平面图。Fig. 13 is a plan view of a square-shaped steel connector (strip-shaped bolt hole) (leaving a gap) of a shock-absorbing frame-shear wall combined structural system of the present invention.
具体实施方式Detailed ways
下面结合附图和具体实施方式对本发明做进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.
实施例：Example:
图1为一种减震型框架-剪力墙组合结构体系的整体结构体系示意图，所述一种减震型框架-剪力墙组合结构体系由框架、剪力墙、楼板和钢连接件组成；所述框架由框架梁和框架柱组成；所述框架梁上留有用于连接的螺栓孔；所述剪力墙上部留有用于连接的螺栓孔；所述钢连接件上留有用于连接的螺栓孔；所述框架梁和剪力墙之间的连接方法是用螺栓将钢连接件的一端与框架梁连接，另一端与剪力墙上部连接；所述框架柱与剪力墙之间留有空隙并用柔性材料填充；所述楼板搭在框架梁上。Figure 1 is a schematic diagram of the overall structural system of a shock-absorbing frame-shear wall composite structure system, which is composed of a frame, a shear wall, a floor and steel connectors ; The frame is made up of frame beams and frame columns; Bolt holes for connection are left on the frame beams; Bolt holes for connection are left on the top of the shear wall; Bolt holes for connection are left on the steel connectors Bolt holes; the connection method between the frame beam and the shear wall is to use bolts to connect one end of the steel connector to the frame beam, and the other end to connect to the top of the shear wall; leave a gap between the frame column and the shear wall There are voids and filled with flexible material; the slab rests on frame beams.
所述楼板上不留或者留有用于连接的螺栓孔；对于留有螺栓孔的楼板，其与框架梁的连接方法是用螺栓将钢连接件的一端与框架梁连接，另一端与楼板连接。There are no bolt holes or bolt holes for connection on the floor; for the floor slabs with bolt holes, the connection method with the frame beam is to use bolts to connect one end of the steel connector to the frame beam and the other end to the floor.
所述框架梁和剪力墙之间留有或者不留间隙。There is or no gap is left between the frame beam and the shear wall.
所述钢连接件为平板型或工字型或口字型。The steel connectors are flat or H-shaped or S-shaped.
所述钢连接件上部的螺栓孔和下部的螺栓孔均为长条孔，螺栓有在长条孔内沿水平方向移动的能力。Both the bolt holes on the upper part and the bolt holes on the lower part of the steel connector are elongated holes, and the bolts have the ability to move horizontally in the elongated holes.
所述钢连接件上有四个位于角部的圆形螺栓孔，螺栓与连接件不能发生相对移动。There are four circular bolt holes at the corners on the steel connecting piece, and the bolts and the connecting piece cannot move relative to each other.
所述框架为钢筋混凝土框架或钢框架。The frame is a reinforced concrete frame or a steel frame.
所述剪力墙为配筋砌体剪力墙或钢筋混凝土剪力墙。The shear wall is a reinforced masonry shear wall or a reinforced concrete shear wall.
所述楼板为预制楼板或预制整体式楼板。The floor is a prefabricated floor or a prefabricated integral floor.
一种减震型框架-剪力墙组合结构体系的施工方法，依次包括下述步骤：A construction method of a shock-absorbing frame-shear wall composite structure system, comprising the following steps in sequence:
(a)框架施工：所述框架为钢筋混凝土框架，将框架柱纵向受力钢筋与下部结构进行连接，配置柱箍筋，放置柱模板，将框架梁受力钢筋与框架柱受力钢筋连接，配置梁箍筋，放置梁上的钢预埋件，放置梁模板，浇筑梁柱混凝土；所述框架为钢框架，立好框架柱，将框架梁与框架柱焊接或者螺栓连接。(a) Frame construction: the frame is a reinforced concrete frame, the frame column longitudinal reinforcement is connected with the substructure, the column stirrup is arranged, the column formwork is placed, the frame beam stress reinforcement is connected with the frame column stress reinforcement, and the beam is configured The stirrup is placed on the steel embedded parts on the beam, the beam template is placed, and the beam column concrete is poured; the frame is a steel frame, the frame column is erected, and the frame beam is welded or bolted to the frame column.
(b)剪力墙施工：所述剪力墙为配筋砌体剪力墙，砌筑砌块并放置横向钢筋，到一定高度后放置竖向钢筋并灌注混凝土，然后继续往上砌筑，直至达到框架梁底标高，最后一皮砌块砌筑时部分砌块开孔并放置预埋件；所述剪力墙为钢筋混凝土剪力墙，绑扎钢筋，放置预埋件，支模，浇注混凝土，养护。(b) Shear wall construction: the shear wall is a reinforced masonry shear wall, build blocks and place horizontal steel bars, place vertical steel bars and pour concrete after reaching a certain height, and then continue to build upwards, Until the elevation of the frame beam bottom is reached, when the last skin block is built, some blocks are opened and embedded parts are placed; the shear wall is a reinforced concrete shear wall, steel bars are bound, embedded parts are placed, formwork is placed, and pouring Concrete, curing.
(c)钢连接件的施工：将钢连接件放置在适当的位置，使钢连接件上的孔洞对齐框架梁和剪力墙上的孔洞，插入螺栓，拧紧螺帽。(c) Construction of steel connectors: place the steel connectors in an appropriate position, align the holes on the steel connectors with the holes in the frame beams and shear walls, insert bolts, and tighten the nuts.
应当指出，对于本技术领域的普通技术人员来说，在不脱离本发明原理的前提下，还可以做出若干改进，这些改进也应视为本发明的保护范围，本实施例中未明确的各组成部分均可用现有技术加以实现。It should be pointed out that for those of ordinary skill in the art, some improvements can be made without departing from the principle of the present invention, and these improvements should also be regarded as the protection scope of the present invention. All components can be realized by existing technology.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510194473.4A CN104763078A (en) | 2015-04-23 | 2015-04-23 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510194473.4A CN104763078A (en) | 2015-04-23 | 2015-04-23 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104763078A true CN104763078A (en) | 2015-07-08 |
Family
ID=53645142
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510194473.4A Pending CN104763078A (en) | 2015-04-23 | 2015-04-23 | Shock-absorption type frame-shear wall combination structure system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104763078A (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760053A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof |
| CN106760061A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
| CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
| CN106906921A (en) * | 2017-03-24 | 2017-06-30 | 广州大学 | The damping wall of the changing of the relative positions between a kind of utilization wall |
| CN106917451A (en) * | 2017-03-21 | 2017-07-04 | 中国航空规划设计研究总院有限公司 | The anti-seismic frame structure system and its construction method of a kind of one side corridor tier building |
| CN107217739A (en) * | 2017-03-21 | 2017-09-29 | 江苏城乡建设职业学院 | The frame structure and its installation method of a kind of superstructure vibration isolation |
| CN107795033A (en) * | 2017-09-27 | 2018-03-13 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN108374490A (en) * | 2018-01-12 | 2018-08-07 | 中建钢构有限公司 | A kind of steel frame structural system |
| CN110080432A (en) * | 2019-04-10 | 2019-08-02 | 宁波工程学院 | A kind of novel Self-resetting frame-shear structure |
| CN111395513A (en) * | 2020-03-25 | 2020-07-10 | 广东现代建筑设计与顾问有限公司 | Assembled super high-rise core tube structure |
| CN111809772A (en) * | 2020-07-24 | 2020-10-23 | 西安建筑科技大学 | A self-resetting steel plate shear wall building structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201436333U (en) * | 2009-07-28 | 2010-04-07 | 宝山钢铁股份有限公司 | Steel plate shearing wall with seams stiffened on edges |
| CN103790238A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Connector for connecting assembly type steel plate shearing wall and steel beam |
| CN203821591U (en) * | 2014-05-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforcement brickwork shear wall combined structure |
| CN204112525U (en) * | 2014-09-12 | 2015-01-21 | 上海市城市建设设计研究总院 | Band perps precast shear wall structure in strong concrete precast frame |
| CN204590323U (en) * | 2015-04-23 | 2015-08-26 | 湖南大学 | A kind of shock-absorbing type Frame-Shear Wall combined structure system |
-
2015
- 2015-04-23 CN CN201510194473.4A patent/CN104763078A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201436333U (en) * | 2009-07-28 | 2010-04-07 | 宝山钢铁股份有限公司 | Steel plate shearing wall with seams stiffened on edges |
| CN103790238A (en) * | 2014-02-17 | 2014-05-14 | 沈阳建筑大学 | Connector for connecting assembly type steel plate shearing wall and steel beam |
| CN203821591U (en) * | 2014-05-08 | 2014-09-10 | 株洲博尔曼科技发展有限公司 | Steel frame-reinforcement brickwork shear wall combined structure |
| CN204112525U (en) * | 2014-09-12 | 2015-01-21 | 上海市城市建设设计研究总院 | Band perps precast shear wall structure in strong concrete precast frame |
| CN204590323U (en) * | 2015-04-23 | 2015-08-26 | 湖南大学 | A kind of shock-absorbing type Frame-Shear Wall combined structure system |
Non-Patent Citations (2)
| Title |
|---|
| 吴函恒: "钢框架-预制混凝土抗侧力墙装配式结构体系受力性能研究", 《中国博士学位论文全文数据库 工程科技Ⅱ辑》 * |
| 李慧成: "钢框架内填预制钢筋混凝土剪力墙结构连接构造及性能分析", 《中国优秀硕士学位论文全文数据库》 * |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760053A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | Resettable rigid connection assembly type steel frame infilled wall system and construction method thereof |
| CN106760061A (en) * | 2016-12-29 | 2017-05-31 | 河北建筑工程学院 | The assembled steel frame wall filled with masonry system and its construction method of door shape steel disc connection |
| CN106759910A (en) * | 2016-12-29 | 2017-05-31 | 华东建筑设计研究院有限公司 | A kind of high-performance framework damper frame barrel structure system |
| CN106917451A (en) * | 2017-03-21 | 2017-07-04 | 中国航空规划设计研究总院有限公司 | The anti-seismic frame structure system and its construction method of a kind of one side corridor tier building |
| CN107217739A (en) * | 2017-03-21 | 2017-09-29 | 江苏城乡建设职业学院 | The frame structure and its installation method of a kind of superstructure vibration isolation |
| CN106906921A (en) * | 2017-03-24 | 2017-06-30 | 广州大学 | The damping wall of the changing of the relative positions between a kind of utilization wall |
| CN107795033A (en) * | 2017-09-27 | 2018-03-13 | 南京电力工程设计有限公司 | A kind of substation structure antidetonation fills wall |
| CN108374490A (en) * | 2018-01-12 | 2018-08-07 | 中建钢构有限公司 | A kind of steel frame structural system |
| CN110080432A (en) * | 2019-04-10 | 2019-08-02 | 宁波工程学院 | A kind of novel Self-resetting frame-shear structure |
| CN111395513A (en) * | 2020-03-25 | 2020-07-10 | 广东现代建筑设计与顾问有限公司 | Assembled super high-rise core tube structure |
| CN111395513B (en) * | 2020-03-25 | 2021-06-08 | 广东现代建筑设计与顾问有限公司 | Assembled super high-rise core tube structure |
| CN111809772A (en) * | 2020-07-24 | 2020-10-23 | 西安建筑科技大学 | A self-resetting steel plate shear wall building structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104763078A (en) | Shock-absorption type frame-shear wall combination structure system and construction method thereof | |
| CN109667377B (en) | Construction method of prestressed concrete laminated slab and prestressed concrete laminated slab | |
| CN103195170B (en) | Prefabricated reinforced concrete frame structure system | |
| CN101260692B (en) | Bearing force-free anti-knock steel support system | |
| CN103147526B (en) | Strip-shaped grate concrete filled steel tube combined structure shear wall and preparation method thereof | |
| CN104929281A (en) | Steel bar truss stiffened steel concrete composite shear wall | |
| CN101476360A (en) | Novel energy-consumption shock-absorbing filling wall board used for frame structure | |
| CN211473051U (en) | Prestressed truss wallboard and wall body manufactured by using same | |
| CN106193292A (en) | A kind of steel frame assembled integral reinforced concrete shear wall structure system | |
| CN109083308B (en) | Anti-seismic prefabricated assembly type wall and construction method thereof | |
| CN104975677A (en) | Assembled sandwich thermal-insulation ribbed composite external wall plate and production method thereof | |
| CN105952044B (en) | Fully-prefabricated prestressed concrete floor structure and prestressed assembly method | |
| CN108301531A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN104929294A (en) | Concrete composite plate with built-in cross hollow square steel pipes | |
| CN108589965A (en) | Highly seismic region unreinforced viscous damping wall and its construction method | |
| CN108589969B (en) | Combined assembly type shear wall with vertical ECC energy consumption belt and manufacturing method thereof | |
| CN102995805A (en) | Honeycomb hole type rib frame prestress reinforced concrete laminated plate | |
| CN102704597A (en) | Encased concrete composite shear wall embedded with dense steel plate beams between concrete-filled steel tube columns and construction method thereof | |
| CN205314329U (en) | One -way composite floor slab of die mould steel plate concrete of built -in hollow square steel pipe | |
| CN102561552A (en) | Steel tube concrete shear wall comprising vertical soft steel energy consuming straps with horizontal seams and manufacturing method | |
| CN103924741B (en) | Band cross constraint batten plate box-shaped reinforcing bar confined concrete models and the practice | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN206829461U (en) | After pour teeth groove and be linked and packed formula precast slab | |
| CN108643346A (en) | Assembled built-in heat insulation layer foamed concrete composite wall-light steel frame-floor connecting node | |
| CN204491883U (en) | A kind of assembling energy consumption steel plate shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150708 |