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CN114592742B - T-shaped constructional column and ecological interior wall self-tapping screw block connection structure of assembled composite wallboard and manufacturing method - Google Patents

T-shaped constructional column and ecological interior wall self-tapping screw block connection structure of assembled composite wallboard and manufacturing method Download PDF

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CN114592742B
CN114592742B CN202210273883.8A CN202210273883A CN114592742B CN 114592742 B CN114592742 B CN 114592742B CN 202210273883 A CN202210273883 A CN 202210273883A CN 114592742 B CN114592742 B CN 114592742B
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force transmission
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shaped structural
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CN114592742A (en
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曹万林
祖凡
杨兆源
董宏英
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Beijing University of Technology
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/92Protection against other undesired influences or dangers
    • E04B1/98Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90Passive houses; Double facade technology

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Finishing Walls (AREA)

Abstract

The invention discloses a T-shaped constructional column of an assembled composite wallboard and an ecological interior wall self-tapping screw block connection structure and a construction method, which are used for assembling the same-layer composite wallboard and the ecological wallboard with larger earthquake bearing effect of a multi-layer building. The self-tapping screw assembly is formed by self-tapping screws which freely penetrate through self-tapping screw holes of the connecting steel plates and self-tapping connection of the self-tapping screw plates, wherein the connecting steel plates and the self-tapping screw plates have extrusion force to generate friction force between the steel plates, and meanwhile, the biting force between the steel plates and the self-tapping screws can be enhanced; the construction joint of the wallboard and the constructional column is poured by adopting cement-based grouting materials to form tongue-and-groove occlusion, so that the construction joint has shearing resistance; the self-tapping screw assembly structure solves the difficult problem of connection between the frame column and the T-shaped constructional column, and the pouring joint has the advantages of water resistance and good sound insulation performance. The invention has the technical advantages of high-efficiency stress and good wall separation performance of the cooperative work of continuous force transmission of the pouring joint and centralized force transmission of the self-tapping screw.

Description

一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接 构造及作法A prefabricated composite wall panel T-shaped structural column is connected to an ecological interior wall self-tapping nail block Structure and practice

技术领域Technical field

本发明涉及一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造及作法,属于装配式混凝土建筑结构工程技术领域。The invention relates to a structure and method for connecting a prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping nail block, and belongs to the technical field of prefabricated concrete building structure engineering.

背景技术Background technique

目前村镇低多层超低能耗房屋的建造技术,特别是装配式超低能耗低多层房屋建造技术十分欠缺。At present, the construction technology of low multi-story ultra-low energy consumption houses in villages and towns, especially the construction technology of prefabricated ultra-low energy consumption low multi-story houses, is very lacking.

现有技术的技术瓶颈有:The technical bottlenecks of existing technologies include:

(1)传统装配式剪力墙结构中,楼层内相邻剪力墙之间一般采用整体式接缝连接,纵横墙交接处的约束边缘构件以及构造边缘构件均采用现浇施工,这种装配方式湿作业量大、装配率低、施工速度慢,建筑墙体布置不灵活,施工过程存在建筑垃圾排放量大和噪声大的环境污染问题。(2)传统剪力墙钢板螺栓连接的技术,不适用内外叶单排钢筋网混凝土薄板夹芯聚苯板复合墙板与带钢筋混凝土框格的生态内墙的装配,因为内外叶墙板中间夹着聚苯板且考虑热桥问题聚苯板不允许打孔穿螺栓。同时,若采用对穿螺栓连接钢板或角钢的方式装配连接复合外墙板以及生态内墙板,会降低墙体的隔音、防水能力,且施工难度大,精度要求高。这样采用传统钢板螺栓连接技术难以将同层相邻复合外墙板以及生态内墙装配连接;(3)自攻钉的价格比螺栓价格低得多,薄壁轻钢龙骨结构的薄壁轻钢龙骨之间的连接采用自攻钉连接,自攻钉先后穿透连接的两个轻钢龙骨,轻钢龙骨之间传力通过与自攻钉的咬合实现、没有挤压摩擦力;然而,装配式复合外墙板与生态内墙板的装配,属于复合墙板构造柱与生态内墙边框柱的装配,二者连接界面主要承担剪力,同时需要摩擦力和咬合力,显见目前的自攻钉直接连接轻钢龙骨的技术与复合墙板构造柱以及生态内墙边框柱的装配及其传力需求显著不同;(4)传统剪力墙现浇带装配,由于混凝土现浇量较大、混凝土胀模力较大,需要增设临时施工支架将模板定位,费用较高且灵活度较差,不适用于生态内墙的施工。(5)传统装配式剪力墙结构预制内填充墙板,需要与相邻墙板或结构柱预留装配缝,装配缝处存在隔音性能以及防水性能差等问题。(1) In the traditional prefabricated shear wall structure, the adjacent shear walls in the floor are generally connected by integral joints. The restraint edge components and structural edge components at the intersection of longitudinal and transverse walls are constructed by cast-in-place construction. This assembly This method has a large amount of wet work, low assembly rate, slow construction speed, inflexible building wall layout, and environmental pollution problems such as large construction waste emissions and loud noise during the construction process. (2) The traditional shear wall steel plate bolt connection technology is not suitable for the assembly of single-row reinforced mesh concrete thin plate sandwich polystyrene board composite wall panels with inner and outer leaves and ecological interior walls with reinforced concrete frames, because the middle of the inner and outer leaf wall panels The polystyrene board is sandwiched between polystyrene boards and it is not allowed to drill holes for bolts due to thermal bridge issues. At the same time, if cross-bolts are used to connect steel plates or angle steel to assemble and connect composite exterior wall panels and ecological interior wall panels, the sound insulation and waterproof capabilities of the wall will be reduced, and the construction will be difficult and require high precision. In this way, it is difficult to assemble and connect adjacent composite exterior wall panels and ecological interior walls on the same floor using traditional steel plate bolt connection technology; (3) The price of self-tapping screws is much lower than that of bolts, and the thin-walled light steel keel structure of thin-walled light steel The connection between the keels is made by self-tapping screws. The self-tapping screws penetrate the two connected light steel keels one after another. The force transmission between the light steel keels is realized through the engagement with the self-tapping screws, and there is no extrusion friction. However, the assembly The assembly of type composite exterior wall panels and ecological interior wall panels is an assembly of composite wall panel structural columns and ecological interior wall frame columns. The connection interface between the two mainly bears shear force, and also requires friction and bite force. It is obvious that the current self-tapping The technology of directly connecting light steel keels with nails is significantly different from the assembly and force transmission requirements of composite wall panel structural columns and ecological interior wall frame columns; (4) The assembly of traditional shear wall cast-in-situ belts, due to the large amount of concrete cast-in-situ, The concrete expansion force is large, and temporary construction supports are required to position the formwork. The cost is high and the flexibility is poor. It is not suitable for the construction of ecological interior walls. (5) Traditional prefabricated infill wall panels for prefabricated shear wall structures require reserved assembly joints with adjacent wall panels or structural columns. There are problems such as poor sound insulation and waterproof performance at the assembly joints.

发明内容Contents of the invention

本发明所要解决的技术问题是提供一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造及作法,实现了传统装配式剪力墙结构中约束边缘构件以及构造边缘构件的预制生产和装配施工。The technical problem to be solved by the present invention is to provide a structure and method for connecting T-shaped structural columns of prefabricated composite wall panels and self-tapping screw blocks of ecological interior walls, which realizes the constrained edge components and structural edges in traditional prefabricated shear wall structures. Precast production and assembly construction of components.

为解决上述技术问题,本发明所采取的技术方案是:一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,包括装配式复合墙板、所述生态内墙板、T形构造柱、自攻钉集块混凝土内藏钢构,所述生态内墙板的一端与所述装配式复合墙板相交,所述T形构造柱设置于所述生态内墙板所述装配式复合墙板相交处;In order to solve the above technical problems, the technical solution adopted by the present invention is: a prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping nail block connection structure, including a prefabricated composite wall panel, the ecological interior wall Boards, T-shaped structural columns, and self-tapping nailed block concrete have built-in steel structures. One end of the ecological interior wall panel intersects with the prefabricated composite wall panel, and the T-shaped structural column is arranged on the ecological interior wall panel. The intersection of the prefabricated composite wall panels;

所述装配式复合墙板由内、外叶钢筋网与保温板通过拉结筋进行连接,浇筑混凝土外叶板以及混凝土内叶板后形成;The prefabricated composite wall panel is formed by pouring concrete outer leaf panels and concrete inner leaf panels, which are connected with inner and outer leaf steel mesh and insulation panels through tie bars;

所述生态内墙板在工厂预制,由生态内墙边框柱、边框柱钢筋笼、框格填充的生态板材、所述生态内墙边框柱的箍筋上焊接的边框柱槽形传力板构成,所述边框柱槽形传力板的外侧预留边框柱槽形传力板翼缘侧面凹槽以及边框柱槽形传力板腹板侧面凹槽;The ecological interior wall panels are prefabricated in the factory and are composed of ecological interior wall frame columns, frame column steel cages, frame-filled ecological panels, and frame column trough-shaped force transmission plates welded on the stirrups of the ecological interior wall frame columns. , The outer side of the frame column trough-shaped force transmission plate is reserved with a frame column trough-shaped force transmission plate flange side groove and a frame column trough-shaped force transmission plate web side groove;

所述T形构造柱由双肢矩形箍筋及其约束的纵筋形成的T形构造柱钢筋笼浇筑混凝土后形成,所述T形构造柱钢筋笼箍筋上焊接T形构造柱槽形传力板,槽形传力钢板两侧预留T形构造柱槽形传力板翼缘侧面凹槽以及T形构造柱槽形传力板腹板侧面凹槽;The T-shaped structural column is formed by pouring concrete into a T-shaped structural column steel cage formed by double-limb rectangular stirrups and their constrained longitudinal bars. The T-shaped structural column steel cage stirrups are welded with T-shaped structural column trough transmission. Force plate, T-shaped structural column grooved force transmission plate flange side grooves and T-shaped structural column grooved force transmission plate web side grooves are reserved on both sides of the trough-shaped force transmission plate;

所述T形构造柱槽形传力板与T形构造柱钢筋笼的箍筋焊接,生态内墙的边框柱槽形传力板与边框柱钢筋笼箍筋焊接,便于自攻钉自攻传力钢板的木块与 T形构造柱槽形传力板翼缘以及边框柱槽形传力板翼缘通过玻璃胶或结构胶黏结;T形构造柱槽形传力板翼缘以及边框柱槽形传力板翼缘通过一形连接钢板采用自攻钉连接,形成所述自攻钉集块内藏钢构。The stirrups of the T-shaped structural column trough force transmission plate and the T-shaped structural column steel cage are welded, and the frame column trough force transmission plate of the ecological interior wall is welded to the frame column steel cage stirrups to facilitate self-tapping nailing. The wooden block of the force steel plate is bonded to the flange of the T-shaped structural column trough force transmission plate and the flange of the frame column trough force transmission plate through glass glue or structural glue; the flange of the T-shaped structural column trough force transmission plate and the frame column groove The flanges of the form-transmitting plate are connected through a form-connecting steel plate using self-tapping nails to form the steel structure built into the self-tapping nail block.

优选地,所述拉结筋是拉结内、外叶钢筋网以及混凝土内叶板、混凝土外叶板和保温板的弯头钢筋。Preferably, the tie bars are elbow steel bars that tie the inner and outer leaf steel mesh, the concrete inner leaf plate, the concrete outer leaf plate and the insulation board.

优选地,所述保温板的表面设有燕尾槽,所述保温板通过所述燕尾槽与内外叶墙板混凝土咬合;所述保温板采用聚苯乙烯挤塑板或聚苯乙烯泡沫塑料板或酚醛泡沫复合板。Preferably, the surface of the insulation board is provided with a dovetail groove, and the insulation board is engaged with the concrete of the inner and outer leaf wall panels through the dovetail groove; the insulation board is made of polystyrene extruded board or polystyrene foam board or Phenolic foam composite board.

优选地,所述T形构造柱槽形传力板是焊接在复合墙板T形构造柱钢筋笼上厚度不小于3mm的槽形钢板,其腹板以及翼缘外侧预留采用高性能砂浆抹平的T形构造柱槽形传力板翼缘侧面凹槽以及T形构造柱槽形传力板腹板侧面凹槽,其翼缘内侧粘接便于自攻钉自攻钻入的木块。Preferably, the T-shaped structural column trough force transmission plate is a trough-shaped steel plate with a thickness of not less than 3mm welded on the composite wall panel T-shaped structural column steel cage, and its web and the outside of the flange are reserved with high-performance mortar. There are grooves on the flange side of the flat T-shaped structural column groove-shaped force transmission plate and side grooves on the web of the T-shaped structural column groove-shaped force transmission plate. The inside of the flange is bonded with wood blocks that facilitate self-tapping screws and self-tapping drilling.

优选地,所述T形构造柱槽形传力板翼缘侧面凹槽是T形构造柱槽形传力板翼缘外侧的凹槽,所述一形连接钢板用自攻钉连接在所述凹槽内。Preferably, the groove on the flange side of the T-shaped structural column groove-shaped force transmission plate is a groove outside the flange of the T-shaped structural column groove-shaped force transmission plate, and the one-shaped connecting steel plate is connected to the said T-shaped structural column with self-tapping screws. inside the groove.

优选地,所述T形构造柱槽形传力板腹板侧面凹槽是设置在T形构造柱槽形传力板腹板外侧的凹槽。Preferably, the side grooves of the T-shaped structural column groove-shaped force transmission plate web are grooves provided on the outside of the T-shaped structural column groove-shaped force transmission plate web.

优选地,所述生态内墙边框柱的内侧为生态板材,外侧与装配缝兼做水泥基灌浆料灌注缝连接,所述生态内墙边框柱钢筋笼是生态内墙边框柱内部的配筋构造,由纵向受力钢筋和箍筋构成,在钢筋上焊接边框柱槽形传力板。Preferably, the inner side of the ecological interior wall frame column is an ecological board, and the outer side is connected with an assembly joint that doubles as a cement-based grouting material pouring joint. The ecological interior wall frame column steel cage is the reinforcing structure inside the ecological interior wall frame column. , consisting of longitudinal load-bearing steel bars and stirrups, with frame column trough-shaped force transmission plates welded on the steel bars.

优选地,所述边框柱槽形传力板翼缘侧面凹槽是生态内墙边框柱槽形传力板翼缘外侧的凹槽,一形连接钢板放入所述凹槽并与边框柱槽形传力板翼缘自攻钉连接;所述边框柱槽形传力板腹板侧面凹槽是边框柱槽形传力板腹板外侧的凹槽,所述装配缝兼做水泥基灌浆料灌注缝内灌注水泥基灌浆料后,该凹槽处形成企口咬合构造。Preferably, the side grooves of the flange of the frame column trough-shaped force transmission plate are grooves outside the flange of the ecological interior wall frame column trough-shaped force transmission plate, and the one-shaped connecting steel plate is put into the groove and connected with the frame column groove. The flange of the shaped force transmission plate is connected with self-tapping nails; the groove on the side of the frame column grooved force transmission plate web is the groove on the outside of the frame column grooved force transmission plate web, and the assembly joint also serves as cement-based grouting material After the cement-based grouting material is poured into the pouring joint, a tongue-and-groove bite structure is formed in the groove.

一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造的作法,其特征在于,具体步骤如下:A method of connecting T-shaped structural columns of prefabricated composite wall panels and self-tapping screw blocks of ecological interior walls, which is characterized in that the specific steps are as follows:

第一步:工厂预制带槽形传力钢板T形构造柱的复合外墙板;预制边框柱带槽形传力钢板的生态内墙;The first step: Factory prefabricated composite exterior wall panels with T-shaped structural columns with grooved force-transmitting steel plates; prefabricated ecological interior walls with frame columns and grooved force-transmitting steel plates;

第二步:安装复合外墙板与生态内墙板,并将一形连接钢板嵌入复合外墙板 T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽;Step 2: Install the composite exterior wall panels and ecological interior wall panels, and embed the one-shaped connecting steel plate into the T-shaped structural columns of the composite exterior wall panels and the eco-interior wall frame column groove-shaped force transmission plate flange groove;

第三步:采用自攻钉自由穿过一形连接钢板上的自攻钉孔,自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘;Step 3: Use self-tapping nails to freely pass through the self-tapping nail holes on the one-shaped connecting steel plate, and self-tapping to connect the T-shaped structural columns of the composite exterior wall panels and the flange of the grooved force transmission plate of the ecological interior wall frame column;

第四步:采用高性能砂浆抹平复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽,并使用防水胶条密封装配缝两侧,在装配缝以及自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板腹板外侧凹槽浇筑水泥基灌浆料;Step 4: Use high-performance mortar to smooth the T-shaped structural columns of the composite exterior wall panels and the flange grooves of the eco-friendly interior wall frame columns, trough-shaped transmission plates, and use waterproof tape to seal both sides of the assembly joints. Pour cement-based grouting material into the outer grooves of the webs of the T-shaped structural columns of the composite exterior wall panels and the ecological interior wall frame column trough-shaped force transmission plates;

第五步:采用内墙装饰涂料粉刷墙体。Step 5: Paint the wall with interior decorative paint.

采用上述技术方案所产生的有益效果在于:1)自攻钉集块解决了以下技术难题:1)自攻钉集块构造作为干式连接基本避免了施工现场的湿作业,解决了建筑垃圾排放量大和噪声大的环境污染问题;2)解决了复合墙板T形构造柱与生态内墙边框柱钢板螺栓连接以及对穿螺栓连接不适用的问题;3)解决了由于混凝土现浇量较大,需要增设临时施工支架将模板定位,费用较高且灵活度较差的问题。The beneficial effects of adopting the above technical solution are: 1) The self-tapping nail block solves the following technical problems: 1) The self-tapping nail block structure as a dry connection basically avoids wet work on the construction site and solves the problem of construction waste emissions. The environmental pollution problems caused by large quantities and loud noise; 2) Solve the problem of inapplicable bolt connections between T-shaped structural columns of composite wall panels and ecological interior wall frame columns and steel plate bolt connections; 3) Solve the problem that due to the large amount of concrete cast in place, , it is necessary to add temporary construction supports to position the formwork, which is more expensive and less flexible.

(2)T形构造柱解决了以下技术难题:1)解决了传统装配式剪力墙结构整体式接缝连接现浇量大、装配率低的问题;2)解决了传统装配式结构墙板布置不灵活,使建筑空间功能分区受墙板尺寸及分布位置的限制降低;3)提高了复合墙板内叶板竖向承重能力、抗震性能以及平面外受力性能。(2) T-shaped structural columns solve the following technical problems: 1) Solve the problems of large in-situ cast-in-place and low assembly rate of integral joint connections of traditional prefabricated shear wall structures; 2) Solve the problem of traditional prefabricated structural wall panels The layout is inflexible, which reduces the functional partitioning of the building space by the size and distribution position of the wall panels; 3) Improves the vertical load-bearing capacity, seismic performance and out-of-plane stress performance of the inner leaves of the composite wall panels.

(3)组合连接构造解决了以下技术难题:由施工缝处水泥基灌浆料界面抗剪以及槽形传力钢板腹板外侧凹槽内高性能砂浆企口咬合构成的组合连接构造将预制复合外墙板与生态内墙进行了可靠连接,复合墙板T形构造柱与生态内墙边框柱可等同于现浇剪力墙结构中的约束边缘构件以及构造边缘构件,实现了传统装配式剪力墙结构中约束边缘构件以及构造边缘构件的预制生产和装配施工。(3) The combined connection structure solves the following technical problems: The combined connection structure consists of the interface shear resistance of the cement-based grouting material at the construction joints and the high-performance mortar tongue-and-groove engagement in the outer groove of the trough-shaped force-transmitting steel plate web. The prefabricated composite exterior The wall panels are reliably connected to the ecological interior wall. The T-shaped structural columns of the composite wall panels and the frame columns of the ecological interior wall can be equivalent to the restrained edge members and structural edge members in the cast-in-place shear wall structure, realizing traditional assembled shear. Prefabricated production and assembly construction of restrained edge elements and structural edge elements in wall structures.

附图说明Description of drawings

图1是建筑平面图;Figure 1 is the building plan;

图2是装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造剖面图;Figure 2 is a cross-sectional view of the connection structure between the T-shaped structural column of the prefabricated composite wall panel and the ecological interior wall self-tapping nail block;

图3是装配式复合墙板T形构造柱与生态内墙自攻钉集块未连接时的剖面示意图;Figure 3 is a schematic cross-sectional view of the prefabricated composite wall panel T-shaped structural column and the ecological interior wall self-tapping nail block when they are not connected;

图4是装配式复合墙板T形构造柱与生态内墙砂浆层连接构造剖面图;Figure 4 is a cross-sectional view of the connection structure between the T-shaped structural column of the prefabricated composite wall panel and the mortar layer of the ecological interior wall;

图5是装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造立体示意图;Figure 5 is a schematic three-dimensional view of the connection structure between the T-shaped structural columns of the prefabricated composite wall panels and the ecological interior wall self-tapping screw blocks;

图6是装配式复合墙板T形构造柱内藏钢构立体示意图;Figure 6 is a three-dimensional schematic diagram of the steel structure embedded in the T-shaped structural column of the prefabricated composite wall panel;

图7是生态内墙自攻钉集块构造内藏钢构示意图;Figure 7 is a schematic diagram of the built-in steel structure of the self-tapping nail block structure of the ecological interior wall;

图8是自攻钉集块构造处内藏钢构示意图;Figure 8 is a schematic diagram of the steel structure built into the self-tapping nail block structure;

图9是装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造施工过程图;Figure 9 is a construction process diagram of the connection structure between T-shaped structural columns of prefabricated composite wall panels and ecological interior wall self-tapping screw blocks;

图中:1、装配式复合墙板;2、生态内墙板;3、混凝土外叶板;4、混凝土内叶板;5、内、外叶钢筋网;6、拉结筋;7、T形构造柱;8、T形构造柱钢筋笼;9、保温板;10、T形构造柱槽形传力板;11、T形构造柱槽形传力板翼缘侧面凹槽;12、T形构造柱槽形传力板腹板侧面凹槽;13、生态内墙边框柱;14、边框柱钢筋笼;15、边框柱槽形传力板;16、边框柱槽形传力板翼缘侧面凹槽; 17、边框柱槽形传力板腹板侧面凹槽;18、一形连接钢板;19、生态板材;20、自攻钉;21、木块;22、装配缝兼做水泥基灌浆料灌注缝。In the picture: 1. Prefabricated composite wall panels; 2. Ecological interior wall panels; 3. Concrete outer leaf panels; 4. Concrete inner leaf panels; 5. Inner and outer leaf steel mesh; 6. Tie bars; 7. T 8. T-shaped structural column steel cage; 9. Insulation board; 10. T-shaped structural column grooved force transmission plate; 11. T-shaped structural column grooved force transmission plate flange side groove; 12. T The groove on the side of the web of the trough-shaped force transmission plate of the shaped structure column; 13. Ecological interior wall frame column; 14. The frame column steel cage; 15. The frame column trough-shaped force transmission plate; 16. The flange of the frame column trough-shaped force transmission plate Side groove; 17. Side groove of frame column grooved force transmission plate web; 18. One-shaped connecting steel plate; 19. Ecological board; 20. Self-tapping nails; 21. Wood block; 22. Assembly joint also serves as cement base Grouting material for grouting joints.

具体实施方式Detailed ways

下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本申请保护的范围。The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of this application.

如图1-9所示,装配式复合墙板,为内外叶配置细而密钢筋网的混凝土薄板,内外叶钢筋混凝土薄板间内置夹芯保温板,并通过焊接或绑扎在内外叶钢筋网上的拉结钢筋进行了连接的结构、围护、保温一体化的装配式复合墙板。As shown in Figure 1-9, the prefabricated composite wall panel is a thin concrete plate with a fine and dense steel mesh for the inner and outer leaves. A sandwich insulation board is built between the reinforced concrete thin plates of the inner and outer leaves, and is welded or tied to the inner and outer leaf steel mesh. It is a prefabricated composite wall panel that integrates structure, enclosure and insulation with tie steel bars connected.

T形构造柱,是在复合墙板内叶板上,由双肢矩形箍筋组成的T形箍筋及其约束的纵筋形成的钢筋笼,浇筑混凝土后形成的T形构造柱。T形构造柱处于装配式复合墙内叶板与生态内墙边框柱装配位置,与复合墙板内叶板共同预制成型。A T-shaped structural column is a steel cage formed by a T-shaped stirrup composed of double-limbed rectangular stirrups and its restrained longitudinal bars on the inner leaf plate of the composite wall panel. It is formed after concrete is poured. The T-shaped structural column is in the assembly position of the prefabricated composite wall inner leaf plate and the ecological interior wall frame column, and is prefabricated together with the composite wall panel inner leaf plate.

生态内墙,是由钢筋混凝土框格以及框格内填充的生态板材组成的装配式组合墙板,钢筋混凝土框格由边框柱、边框梁以及内藏暗柱组成。The ecological interior wall is a prefabricated composite wall panel composed of reinforced concrete frames and ecological panels filled in the frames. The reinforced concrete frames are composed of frame columns, frame beams and built-in hidden columns.

自攻钉集块构造,它为带槽形传力钢板的复合墙板内叶板T形构造柱,与带槽形传力钢板的钢筋混凝土框格内填充生态板材的生态内墙,采用自攻钉及其连接钢板连接的复合墙板T形构造柱与生态内墙边框柱槽形传力钢板区域外廓 40mm厚度的内藏钢构混凝土薄墙板区块,它是一种钢-混凝土组合区块。自攻钉集块的形成:复合墙板T形构造柱箍筋焊接T形构造柱槽形传力板,钢筋混凝土框格内填充生态板材的预制生态内墙的边框柱箍筋焊接槽形传力板,将带自攻钉孔的连接钢板嵌入T形构造柱以及生态内墙边框柱的凹槽并紧贴左、右的槽形传力钢板,用自攻钉自由穿过连接钢板孔后自攻连接左、右槽形传力钢板,将嵌入连接钢板的凹槽用砂浆抹平,形成传力钢板区域外廓40mm厚混凝土的内藏钢构混凝土组合区块。The self-tapping nail block structure is a T-shaped structural column with inner leaves of composite wall panels with grooved force-transmitting steel plates, and an ecological interior wall filled with ecological boards in a reinforced concrete frame with grooved force-transmitting steel plates. It adopts self-made The T-shaped structural column of the composite wall panel connected by tapping nails and the steel plate is connected with the ecological interior wall frame column. The outer profile of the channel-shaped force-transmitting steel plate area is 40mm thick. The built-in steel-concrete thin wall panel section is a steel-concrete Combine blocks. The formation of self-tapping nail blocks: composite wall panels, T-shaped structural column stirrups, welding of T-shaped structural column channel-shaped transmission plates, prefabricated ecological interior walls filled with ecological boards in reinforced concrete frames, welding of frame column stirrups, channel-shaped transmission plates For the force plate, embed the connecting steel plate with self-tapping nail holes into the grooves of the T-shaped structural columns and the ecological interior wall frame columns and close to the left and right trough-shaped force-transmitting steel plates. Use self-tapping nails to freely pass through the connecting steel plate holes. Self-tapping connects the left and right channel-shaped force-transmitting steel plates, and the grooves embedded in the connecting steel plates are smoothed with mortar to form a steel-concrete composite block with 40mm thick concrete on the outside of the force-transmitting steel plate area.

组合传力构造,是指复合墙板T形构造柱与生态内墙边框柱自攻钉集块集中传力连接构造、装配缝处T形构造柱与生态内墙边框柱20mm厚水泥基灌浆料灌注缝连续传力连接构造以及T形构造柱槽形传力板腹板侧面凹槽与边框柱槽形传力板腹板侧面凹槽填充水泥基灌浆料后形成的企口咬合构造构成的协同受力构造的组合。组合连接构造将复合墙板T形构造柱以及生态内墙边框柱进行了可靠连接,复合墙板内叶T构造柱与生态内墙边框柱可等同与现浇剪力墙结构中的约束边缘构件以及构造边缘构件,实现了传统装配式剪力墙结构中约束边缘构件以及构造边缘构件的预制生产和装配施工。The combined force transmission structure refers to the centralized force transmission connection structure of the T-shaped structural columns of the composite wall panels and the ecological interior wall frame columns, self-tapping screw blocks, and the 20mm thick cement-based grouting material at the assembly joints of the T-shaped structural columns and the ecological interior wall frame columns. The synergy between the continuous force-transmitting connection structure of the grouting joints and the grooves on the side of the web of the T-shaped structural column trough-shaped force-transmitting plate and the side grooves of the web of the frame-column trough-shaped force-transmitting plate are filled with cement-based grouting material. A combination of stress-bearing structures. The combined connection structure reliably connects the composite wall panel T-shaped structural columns and ecological interior wall frame columns. The composite wall panel inner leaf T structural columns and ecological interior wall frame columns can be equivalent to the restrained edge components in the cast-in-situ shear wall structure. As well as structural edge members, the prefabricated production and assembly construction of restrained edge members and structural edge members in traditional prefabricated shear wall structures are realized.

装配式复合墙板1:由内、外叶钢筋网5与保温板9通过拉结筋6进行连接,浇筑混凝土外叶板3以及混凝土内叶板4后形成装配式复合墙板1。Prefabricated composite wall panel 1: The inner and outer leaf steel mesh 5 and the insulation board 9 are connected through tie bars 6, and the concrete outer leaf panel 3 and the concrete inner leaf panel 4 are poured to form the prefabricated composite wall panel 1.

生态内墙板2:生态内墙工厂预制,它由生态内墙边框柱13、边框柱钢筋笼 14、框格填充的生态板材19、生态内墙边框柱箍筋上焊接的边框柱槽形传力板 15构成,边框柱槽形传力板15外侧预留边框柱槽形传力板翼缘侧面凹槽16以及腹板侧面凹槽17。Ecological interior wall panel 2: The ecological interior wall is prefabricated in the factory. It consists of ecological interior wall frame columns 13, frame column steel cages 14, frame-filled ecological panels 19, and frame column troughs welded on the ecological interior wall frame column stirrups. It is composed of a force plate 15, and a frame column groove-shaped force transmission plate flange side groove 16 and a web side groove 17 are reserved outside the frame column groove-shaped force transmission plate 15.

T形构造柱7:由双肢矩形箍筋及其约束的纵筋形成的T形构造柱钢筋笼8 浇筑混凝土后形成T形构造柱7,T形构造柱钢筋笼8箍筋上焊接T形构造柱T 形构造柱槽形传力板10,槽形传力钢板两侧预留T形构造柱槽形传力板翼缘侧面凹槽11以及T形构造柱槽形传力板腹板侧面凹槽12。T-shaped structural column 7: T-shaped structural column steel cage 8 formed by double-limb rectangular stirrups and their constrained longitudinal bars. After pouring concrete, T-shaped structural column 7 is formed, and T-shaped structural column steel cage 8 is welded to the stirrups. Structural column T-shaped structural column trough-shaped force transmission plate 10, T-shaped structural column trough-shaped force-transmitting plate flange side grooves 11 are reserved on both sides of the trough-shaped force-transmitting steel plate, and T-shaped structural column trough-shaped force-transmitting plate web side Groove 12.

自攻钉集块混凝土的内藏钢构:复合墙板的T形构造柱T形构造柱槽形传力板10与T形构造柱钢筋笼8的箍筋焊接,生态内墙的边框柱槽形传力板15 与边框柱钢筋笼14箍筋焊接,便于自攻钉自攻传力钢板的木块21与T形构造柱T形构造柱槽形传力板10翼缘以及边框柱槽形传力板15翼缘通过玻璃胶或结构胶黏结;T形构造柱T形构造柱槽形传力板10翼缘以及边框柱槽形传力板 15翼缘通过一形连接钢板18采用自攻钉20连接,形成自攻钉集块内藏钢构。Built-in steel structure of self-tapping nailed block concrete: stirrup welding of T-shaped structural columns of composite wall panels, T-shaped structural column groove force transmission plates 10 and T-shaped structural column steel cages 8, frame column grooves of ecological interior walls The force transmission plate 15 is welded to the stirrups of the frame column steel cage 14 to facilitate self-tapping. The wood block 21 of the self-tapping force transmission steel plate is connected to the T-shaped structural column. The T-shaped structural column groove force transmission plate 10 flange and the frame column groove shape The flanges of the force transmission plate 15 are bonded through glass glue or structural glue; the flanges of the T-shaped structural column, the T-shaped structural column, the trough-shaped force transmission plate 10, and the flanges of the frame column trough-shaped force transmission plate 15 are connected through a one-shaped connecting steel plate 18 and are self-tapping. The nails 20 are connected to form a self-tapping nail block built-in steel structure.

组合连接构造:凹进复合墙T形构造柱以及生态内墙边框柱的放置自攻钉集块钢构连接钢板的槽形传力板翼缘侧面凹槽11、16用高性能砂浆抹平、装配缝兼做水泥基灌浆料灌注缝22以及T形构造柱与边框柱的槽形传力板腹板侧面凹槽12、17浇筑水泥基灌浆料并养护后,形成自攻钉集块与后浇砂浆层以及T 形构造柱、生态墙边框柱、装配式砂浆层企口咬合的组合连接构造。Combined connection structure: Placement of recessed composite wall T-shaped structural columns and ecological interior wall frame columns. Self-tapping screws for the integrated steel structure connecting steel plate. The grooves 11 and 16 on the flange side of the steel plate are smoothed with high-performance mortar. The assembly joint also serves as the cement-based grouting material pouring joint 22 and the side grooves 12 and 17 of the trough-shaped transmission plate web of the T-shaped structural column and the frame column. After the cement-based grouting material is poured and cured, a self-tapping nail block and rear The combined connection structure of poured mortar layer and T-shaped structural columns, ecological wall frame columns, and prefabricated mortar layer tongue and groove.

装配式复合墙板1:由内、外叶钢筋网5与保温板9通过拉结筋6进行连接,浇筑混凝土外叶板3以及混凝土内叶板4后形成装配式复合墙板1。Prefabricated composite wall panel 1: The inner and outer leaf steel mesh 5 and the insulation board 9 are connected through tie bars 6, and the concrete outer leaf panel 3 and the concrete inner leaf panel 4 are poured to form the prefabricated composite wall panel 1.

生态内墙板2:由生态内墙边框柱13、边框柱钢筋笼14、框格填充的生态板材19、生态内墙边框柱箍筋上焊接的边框柱槽形传力板15构成,边框柱槽形传力板15外侧预留边框柱槽形传力板翼缘侧面凹槽16以及边框柱槽形传力板腹板侧面凹槽17。Ecological interior wall panel 2: composed of ecological interior wall frame columns 13, frame column steel cages 14, frame-filled ecological panels 19, and frame column trough-shaped force transmission plates 15 welded on the ecological interior wall frame column stirrups. The frame column A frame column grooved force transmission plate flange side groove 16 and a frame column grooved force transmission plate web side groove 17 are reserved outside the trough-shaped force transmission plate 15 .

混凝土外叶板3、混凝土内叶板4:为细石混凝土浇筑的装配式复合墙板的内叶与外叶混凝土薄板,混凝土强度为C30~C40。Concrete outer leaf plate 3, concrete inner leaf plate 4: The inner leaf and outer leaf concrete thin plates of prefabricated composite wall panels poured with fine stone concrete. The concrete strength is C30~C40.

内、外叶钢筋网5:为混凝土外叶板3、混凝土内叶板4内配置的细而密的钢筋网。Inner and outer leaf steel mesh 5: a thin and dense steel mesh arranged inside the concrete outer leaf plate 3 and the concrete inner leaf plate 4.

拉结筋6:是拉结内、外叶钢筋网5以及混凝土内、外叶板3、4和保温板9 的弯头钢筋。Tie bars 6: are elbow steel bars that tie the inner and outer leaf steel mesh 5 and the concrete inner and outer leaf plates 3 and 4 and the insulation board 9.

T形构造柱7:是工厂预制的混凝土内叶板4上的T形构造柱,内部配置T 形构造柱钢筋笼8,钢筋笼箍筋上焊接T形构造柱槽形传力板10,槽形传力板的翼缘与腹板外侧预留凹槽。在功能上:T形构造柱是相邻复合墙板以及与复合墙板垂直的生态内墙连接的主要构造,在结构中:T形构造柱是复合墙板的主要承重构造,并进一步提高了复合墙板的抗震性能以及平面外抗弯能力,减小了复合墙板内叶上部构造圈梁的截面高度。T-shaped structural column 7: It is a T-shaped structural column on the factory prefabricated concrete inner leaf plate 4. It is equipped with a T-shaped structural column steel cage 8 inside. The T-shaped structural column grooved force transmission plate 10 is welded on the steel cage stirrups. Grooves are reserved on the outside of the flange and web of the shaped force transmission plate. Functionally: T-shaped structural columns are the main structure connecting adjacent composite wall panels and ecological interior walls perpendicular to the composite wall panels. In structure: T-shaped structural columns are the main load-bearing structure of composite wall panels, and further improve The seismic performance and out-of-plane bending resistance of the composite wall panel reduce the cross-sectional height of the structural ring beam on the upper inner leaf of the composite wall panel.

T形构造柱钢筋笼8:是由双肢矩形箍筋及其约束的纵筋构成的T形钢筋笼。 T形构造柱钢筋笼8箍筋上焊接T形构造柱T形构造柱槽形传力板10。T-shaped structural column steel cage 8: It is a T-shaped steel cage composed of double-limb rectangular stirrups and their constrained longitudinal bars. The T-shaped structural column T-shaped structural column grooved force transmission plate 10 is welded on the stirrups 8 of the T-shaped structural column.

保温板9:其表面带有燕尾槽,内外叶墙板混凝土与保温墙板燕尾槽咬合,增强抗剪和抗剥落的能力;夹芯保温板可采用聚苯乙烯挤塑板XPS、聚苯乙烯泡沫塑料板EPS或酚醛泡沫复合板PUR等。Insulation board 9: It has a dovetail groove on its surface, and the concrete of the inner and outer leaf wall panels meshes with the dovetail groove of the insulation wall panel to enhance the ability to resist shearing and peeling; the sandwich insulation board can be made of polystyrene extruded board XPS, polystyrene Foam plastic board EPS or phenolic foam composite board PUR, etc.

T形构造柱槽形传力板10:是焊接在复合墙板T形构造柱钢筋笼8上厚度不小于3mm的槽形钢板,其腹板以及翼缘外侧预留采用高性能砂浆抹平的凹槽,其翼缘内侧采用玻璃胶或结构胶黏结便于自攻钉自攻钻入的木块21。T-shaped structural column trough force transmission plate 10: It is a trough-shaped steel plate with a thickness of not less than 3mm welded on the T-shaped structural column steel cage 8 of the composite wall panel. The web and the outside of the flange are reserved and smoothed with high-performance mortar. The groove, the inside of the flange is bonded with glass glue or structural glue to facilitate the drilling of wood blocks 21 by self-tapping nails.

T形构造柱槽形传力板翼缘侧面凹槽11:是T形构造柱T形构造柱槽形传力板10翼缘外侧的凹槽,一形连接钢板18放入该凹槽并与T形构造柱T形构造柱槽形传力板10翼缘自攻钉连接后,采用强度不低于M15的高性能砂浆抹平。The groove 11 on the flange side of the T-shaped structural column trough-shaped force transmission plate is the groove on the outside of the flange of the T-shaped structural column T-shaped structural column trough-shaped force transmission plate 10. The one-shaped connecting steel plate 18 is put into the groove and connected with After the T-shaped structural column T-shaped structural column grooved force transmission plate 10 flange is connected with self-tapping screws, use high-performance mortar with a strength not less than M15 to smooth it.

T形构造柱槽形传力板腹板侧面凹槽12:是T形构造柱T形构造柱槽形传力板10腹板外侧的凹槽,装配缝兼做水泥基灌浆料灌注缝22内灌注水泥基灌浆料后,该凹槽处形成企口咬合构造。The groove 12 on the side of the web of the T-shaped structural column trough-shaped force-transmitting plate 10 is the groove on the outside of the web of the T-shaped structural column T-shaped structural column trough-shaped force-transmitting plate 10. The assembly joint also serves as the cement-based grouting material pouring joint 22. After the cement-based grouting material is poured, a tongue-and-groove bite structure is formed in the groove.

生态内墙边框柱13与边框柱钢筋笼14:是指装配式生态内墙钢筋混凝土框格边柱,采用C30~C40的细石混凝土浇筑成型,生态内墙混凝土边框柱内侧为生态板材19、外侧与装配缝兼做水泥基灌浆料灌注缝22连接。生态内墙边框柱钢筋笼14是生态内墙边框柱13内部的配筋构造,由纵向受力钢筋和箍筋构成,在钢筋上焊接边框柱槽形传力板15。Ecological interior wall frame column 13 and frame column steel cage 14: refer to the prefabricated ecological interior wall reinforced concrete frame side column, which is cast with C30~C40 fine stone concrete. The inside of the ecological interior wall concrete frame column is made of ecological panels 19, The outer side is connected with the assembly joint which also serves as cement-based grouting material pouring joint 22. The ecological interior wall frame column steel cage 14 is the reinforcing structure inside the ecological interior wall frame column 13. It is composed of longitudinal stress-bearing steel bars and stirrups. The frame column trough-shaped force transmission plate 15 is welded to the steel bars.

边框柱槽形传力板15:是焊接在生态内墙边框柱钢筋笼14上厚度不小于 3mm的槽形钢板,其腹板以及翼缘外侧预留采用高性能砂浆抹平的边框柱槽形传力板翼缘侧面凹槽16、边框柱槽形传力板腹板侧面凹槽17,其翼缘内侧采用玻璃胶或结构胶黏结便于自攻钉自攻钻入的木块21。Frame column trough force transmission plate 15: It is a trough-shaped steel plate with a thickness of not less than 3mm welded on the ecological interior wall frame column steel cage 14. The web and the outside of the flange are reserved for frame column troughs smoothed with high-performance mortar. There are grooves 16 on the side of the flange of the force transmission plate and grooves 17 on the side of the web of the frame column trough-shaped force transmission plate. The inside of the flange is bonded with glass glue or structural glue to facilitate the wood block 21 drilled by self-tapping nails.

边框柱槽形传力板翼缘侧面凹槽16:是生态内墙边框柱槽形传力板15翼缘外侧的凹槽,一形连接钢板18放入该凹槽并与边框柱槽形传力板15翼缘自攻钉连接后,采用强度不低于M15的高性能砂浆抹平。The side groove 16 of the flange of the frame column trough-shaped force transmission plate is the groove on the outside of the flange of the ecological interior wall frame column trough-shaped force transmission plate 15. The one-shaped connecting steel plate 18 is put into the groove and connected with the frame column trough-shaped transmission plate. After the flange of force plate 15 is connected with self-tapping screws, use high-performance mortar with a strength not lower than M15 to smooth it.

边框柱槽形传力板腹板侧面凹槽17:是边框柱槽形传力板15腹板外侧的凹槽,装配缝兼做水泥基灌浆料灌注缝22内灌注水泥基灌浆料后,该凹槽处形成企口咬合构造。Groove 17 on the side of the web of the frame column trough-shaped force-transmitting plate: it is the groove on the outside of the web of the frame-column trough-shaped force-transmitting plate 15. The assembly joint also serves as the cement-based grouting material filling joint 22. After the cement-based grouting material is poured into the The groove forms a tongue-and-groove bite structure.

一形连接钢板18:将一形连接钢板18放入T形构造柱槽形传力板翼缘侧面凹槽11以及边框柱槽形传力板翼缘侧面凹槽16并用自攻钉20将其与T形构造柱T形构造柱槽形传力板10翼缘、边框柱槽形传力板15翼缘连接;一形连接钢板18厚度不小于3mm;一形连接钢板18穿过自攻钉的位置需要打孔,自攻钉钻入传力钢板后,连接钢板与传力钢板具有应挤压力产生的钢板间的摩擦力,同时还可强化钢板与自攻钉的咬合力。One-shaped connecting steel plate 18: Put the one-shaped connecting steel plate 18 into the flange side groove 11 of the T-shaped structural column trough-shaped force transmission plate and the flange side groove 16 of the frame column trough-shaped force transmission plate and use self-tapping screws 20 to secure it. Connected to the flange of the T-shaped structural column T-shaped structural column grooved force transmission plate 10 and the frame column grooved force transmission plate 15; the thickness of the one-shaped connecting steel plate 18 is not less than 3mm; the one-shaped connecting steel plate 18 passes through the self-tapping screws The position needs to be drilled. After the self-tapping screw is drilled into the force-transmitting steel plate, the connecting steel plate and the force-transmitting steel plate have the friction between the steel plates generated by the extrusion force. At the same time, it can also strengthen the bite force between the steel plate and the self-tapping nail.

生态板材19:是填充于钢筋混凝土框格中的微孔轻质生态混凝土墙板,该墙板自重轻、保温隔声好、价格经济。Ecological board 19: It is a microporous lightweight ecological concrete wall panel filled in reinforced concrete frames. The wall panel is light in weight, has good thermal insulation and sound insulation, and is economical in price.

自攻钉20:可选用ST 6.3型六角尾钻自攻钉,自攻钉总长度为20mm,螺纹通长,自攻钉间距一般为25-50mm。Self-tapping screw 20: You can choose ST 6.3 type hexagonal tail drill self-tapping screw. The total length of the self-tapping screw is 20mm, the thread is full length, and the spacing between self-tapping screws is generally 25-50mm.

木块21:是用玻璃胶等粘结剂粘贴到槽形传力钢板翼缘内侧的木块,其主要功能是便于自攻钉钻入传力钢板。Wood block 21: is a wood block that is pasted to the inside of the flange of the grooved force-transmitting steel plate using adhesives such as glass glue. Its main function is to facilitate drilling of self-tapping nails into the force-transmitting steel plate.

装配缝兼做水泥基灌浆料灌注缝22:是复合墙板T形构造柱7与生态内墙边框柱13间的20mm装配缝,自攻钉集块钢构施工完成后在装配缝处灌注强度不低于墙板混凝土强度的水泥基灌浆料。水泥基灌浆料将复合墙板T形构造柱与生态内墙边框柱进行粘结并与槽形传力板腹板侧面凹槽形成企口咬合构造,可以抵抗T形构造柱与生态内墙边框柱间的剪力,并填充墙板装配缝,提高了墙板装配缝处防水、隔音性能。The assembly joint also serves as the cement-based grouting material pouring joint 22: it is a 20mm assembly joint between the T-shaped structural column 7 of the composite wall panel and the ecological interior wall frame column 13. After the construction of the self-tapping monolithic steel structure is completed, the strength of the pouring joint is Cement-based grouting material with a strength not less than that of wall panel concrete. The cement-based grouting material bonds the T-shaped structural columns of the composite wall panels to the ecological interior wall frame columns and forms a tongue-and-groove bite structure with the grooves on the side of the web of the trough-shaped force transmission plate, which can resist the T-shaped structural columns and ecological interior wall frames. Shear force between columns and fill the wall panel assembly joints to improve the waterproof and sound insulation performance of the wall panel assembly joints.

根据建筑设计以及结构布置需求,确定结构装配式复合外墙板以及装配式组合内墙的布置位置以及空间尺寸。确定结构墙体布置后,确定楼层荷载、确定结构地震作用,然后组合竖向荷载、水平地震作用以及水平风荷载,确定剪力墙的受力模型以及荷载设计值。设计墙体截面厚度与配筋,并确定保温板材类型与厚度。根据以上设计计算结果,绘制结构施工图纸,进行加工、生产施工。According to the architectural design and structural layout requirements, determine the layout position and space size of the structurally assembled composite exterior wall panels and the assembled assembled interior walls. After determining the structural wall layout, determine the floor load, determine the structural seismic action, and then combine the vertical load, horizontal seismic action, and horizontal wind load to determine the stress model and load design value of the shear wall. Design the wall section thickness and reinforcement, and determine the type and thickness of the insulation board. Based on the above design calculation results, structural construction drawings are drawn and processed and produced.

装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造施工过程如下: 1)工厂预制带槽形传力钢板T形构造柱的复合外墙板;预制边框柱带槽形传力钢板的生态内墙;2)安装复合外墙板与生态内墙板,并将一形连接钢板嵌入复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽;3)采用自攻钉自由穿过一形连接钢板上的自攻钉孔,自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘;4)采用高性能砂浆抹平复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽,并使用防水胶条密封装配缝两侧,在装配缝以及自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板腹板外侧凹槽浇筑水泥基灌浆料;5)采用内墙装饰涂料粉刷墙体。The construction process of the prefabricated composite wall panel T-shaped structural columns and ecological interior wall self-tapping screw blocks is as follows: 1) Factory prefabricated composite exterior wall panels with grooved force-transmitting steel plate T-shaped structural columns; prefabricated frame columns with grooved Ecological interior wall with force transmission steel plate; 2) Install composite exterior wall panels and ecological interior wall panels, and embed the one-shaped connecting steel plate into the T-shaped structural column of the composite exterior wall panel and the ecology interior wall frame column grooved force transmission plate flange concave groove; 3) Use self-tapping nails to freely pass through the self-tapping nail holes on the one-shaped connecting steel plate, and self-tapping to connect the T-shaped structural columns of the composite exterior wall panels and the flange of the groove-shaped force transmission plate of the ecological interior wall frame column; 4) Use High-performance mortar smoothes the T-shaped structural columns of the composite exterior wall panels and the flange grooves of the eco-friendly interior wall frame columns, channel-shaped transmission plates, and uses waterproof adhesive strips to seal both sides of the assembly joints. The composite exterior walls are connected at the assembly joints and by self-tapping. Cement-based grouting material is poured into the outer grooves of the webs of T-shaped structural columns and eco-interior wall frame column trough-shaped force-transmitting plate webs; 5) Use interior wall decorative paint to paint the walls.

以上,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,根据本发明的技术方案及其发明构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above are only preferred specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto. Any person familiar with the technical field can, within the technical scope disclosed in the present invention, use the technical solutions of the present invention and its Equivalent substitutions or changes of the inventive concept shall be included in the protection scope of the present invention.

Claims (7)

1.一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,包括装配式复合墙板(1)、生态内墙板(2)、T形构造柱(7)、自攻钉集块混凝土内藏钢构,所述装配式复合墙板(1)为一形,所述生态内墙板(2)的一端与所述装配式复合墙板(1)相交,所述T形构造柱(7)设置于所述生态内墙板(2)所述装配式复合墙板(1)相交处;1. A prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping nail block connection structure, which is characterized by including a prefabricated composite wall panel (1), an ecological interior wall panel (2), and a T-shaped structure Columns (7) and self-tapping nailed concrete blocks have built-in steel structures. The prefabricated composite wall panel (1) is in one shape. One end of the ecological interior wall panel (2) is connected to the prefabricated composite wall panel (1). 1) intersect, the T-shaped structural column (7) is provided at the intersection of the ecological interior wall panel (2) and the prefabricated composite wall panel (1); 所述装配式复合墙板(1)由内、外叶钢筋网(5)与保温板(9)通过拉结筋(6)进行连接,浇筑混凝土外叶板(3)以及混凝土内叶板(4)后形成;The prefabricated composite wall panel (1) is connected by inner and outer leaf steel mesh (5) and insulation board (9) through tie bars (6), and concrete outer leaf panels (3) and concrete inner leaf panels (3) are poured. 4) Later formed; 所述生态内墙板(2)在工厂预制,由生态内墙边框柱(13)、边框柱钢筋笼(14)、框格填充的生态板材(19)、所述生态内墙边框柱(13)的箍筋上焊接的边框柱槽形传力板(15)构成,所述边框柱槽形传力板(15)的外侧预留边框柱槽形传力板翼缘侧面凹槽(16)以及边框柱槽形传力板腹板侧面凹槽(17);The ecological interior wall panel (2) is prefabricated in the factory and consists of an ecological interior wall frame column (13), a frame column steel cage (14), an ecological board filled with frames (19), and the ecological interior wall frame column (13). ) is composed of a frame column trough-shaped force transmission plate (15) welded on the stirrups, and a frame column trough-shaped force transmission plate flange side groove (16) is reserved on the outside of the frame column trough-shaped force transmission plate (15). And the side grooves (17) of the frame column groove-shaped force transmission plate web; 所述T形构造柱(7)由双肢矩形箍筋及其约束的纵筋形成的T形构造柱钢筋笼(8)浇筑混凝土后形成,所述T形构造柱钢筋笼(8)箍筋上焊接T形构造柱槽形传力板(10),槽形传力钢板两侧预留T形构造柱槽形传力板翼缘侧面凹槽(11)以及T形构造柱槽形传力板腹板侧面凹槽(12);The T-shaped structural column (7) is formed by pouring concrete into a T-shaped structural column steel cage (8) formed by double-limb rectangular stirrups and their constrained longitudinal bars. The T-shaped structural column steel cage (8) stirrups T-shaped structural column trough-shaped force transmission plate (10) is welded on the trough-shaped force-transmitting steel plate. T-shaped structural column trough-shaped force-transmitting plate flange side grooves (11) are reserved on both sides of the trough-shaped force-transmitting steel plate, as well as T-shaped structural column trough-shaped force-transmitting plate. Plate web side grooves (12); 所述T形构造柱槽形传力板(10)与T形构造柱钢筋笼(8)的箍筋焊接,生态内墙的边框柱槽形传力板(15)与边框柱钢筋笼(14)箍筋焊接,便于自攻钉自攻传力钢板的木块(21)与T形构造柱槽形传力板(10)翼缘以及边框柱槽形传力板(15)翼缘通过玻璃胶或结构胶黏结;T形构造柱槽形传力板(10)翼缘以及边框柱槽形传力板(15)翼缘通过一形连接钢板(18)采用自攻钉(20)连接,形成所述自攻钉集块内藏钢构;The stirrup welding of the T-shaped structural column trough force transmission plate (10) and the T-shaped structural column steel cage (8), the frame column trough force transmission plate (15) of the ecological interior wall and the frame column steel cage (14 ) Stirrup welding facilitates self-tapping of the wood block (21) of the self-tapping force transmission steel plate and the flange of the T-shaped structural column grooved force transmission plate (10) and the flange of the frame column grooved force transmission plate (15) through the glass glue or structural glue; the flanges of the T-shaped structural column grooved force transmission plate (10) and the flanges of the frame column grooved force transmission plate (15) are connected through a shaped connecting steel plate (18) and self-tapping screws (20). The self-tapping nail block has a built-in steel structure; 所述拉结筋(6)是拉结内、外叶钢筋网(5)以及混凝土内叶板(4)、混凝土外叶板(3)和保温板(9)的弯头钢筋;The tie bars (6) are elbow steel bars that tie the inner and outer leaf steel mesh (5), the concrete inner leaf plate (4), the concrete outer leaf plate (3) and the insulation board (9); 所述保温板(9)的表面设有燕尾槽,所述保温板(9)通过所述燕尾槽与内外叶墙板混凝土咬合;所述保温板(9)采用聚苯乙烯挤塑板或聚苯乙烯泡沫塑料板或酚醛泡沫复合板。The surface of the insulation board (9) is provided with a dovetail groove, and the insulation board (9) engages with the concrete of the inner and outer leaf wall panels through the dovetail groove; the insulation board (9) is made of polystyrene extruded board or polyethylene. Styrene foam board or phenolic foam composite board. 2.根据权利要求1所述的一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,所述T形构造柱槽形传力板(10)是焊接在复合墙板T形构造柱钢筋笼(8)上厚度不小于3mm的槽形钢板,其腹板以及翼缘外侧预留采用高性能砂浆抹平的T形构造柱槽形传力板翼缘侧面凹槽(11)以及T形构造柱槽形传力板腹板侧面凹槽(12),其翼缘内侧粘接便于自攻钉自攻钻入的木块(21)。2. A prefabricated composite wall panel T-shaped structural column and ecological interior wall self-tapping nail block connection structure according to claim 1, characterized in that the T-shaped structural column grooved force transmission plate (10) It is a channel-shaped steel plate with a thickness of not less than 3mm that is welded on the T-shaped structural column reinforcement cage (8) of the composite wall panel. The T-shaped structural column channel-shaped force transmission plate is reserved on the outside of the web and flange and is smoothed with high-performance mortar. There are grooves on the side of the flange (11) and grooves on the side of the T-shaped structural column groove-shaped force transmission plate web (12). The inside of the flange is bonded with a wooden block (21) that is convenient for self-tapping nails to drill. 3.根据权利要求1所述的一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,所述T形构造柱槽形传力板翼缘侧面凹槽(11)是T形构造柱槽形传力板(10)翼缘外侧的凹槽,所述一形连接钢板(18)用自攻钉连接在所述凹槽内。3. A prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping screw block connection structure according to claim 1, characterized in that the T-shaped structural column has a grooved force transmission plate flange side The groove (11) is a groove on the outside of the flange of the T-shaped structural column groove-shaped force transmission plate (10), and the one-shaped connecting steel plate (18) is connected in the groove with self-tapping screws. 4.根据权利要求1所述的一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,所述T形构造柱槽形传力板腹板侧面凹槽(12)是设置在T形构造柱槽形传力板(10)腹板外侧的凹槽。4. A prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping screw block connection structure according to claim 1, characterized in that the T-shaped structural column has a grooved force transmission plate web side The groove (12) is a groove provided on the outside of the web of the T-shaped structural column groove-shaped force transmission plate (10). 5.根据权利要求1所述的一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,所述生态内墙边框柱(13)的内侧为生态板材(19),外侧与装配缝兼做水泥基灌浆料灌注缝(22)连接,所述生态内墙边框柱钢筋笼(14)是生态内墙边框柱(13)内部的配筋构造,由纵向受力钢筋和箍筋构成,在钢筋上焊接边框柱槽形传力板(15)。5. A prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping nail block connection structure according to claim 1, characterized in that the inner side of the ecological interior wall frame column (13) is an ecological interior wall. The outside of the plate (19) is connected to the assembly joint that also serves as the cement-based grouting material pouring joint (22). The ecological interior wall frame column steel cage (14) is the reinforcing structure inside the ecological interior wall frame column (13), consisting of It is composed of longitudinal stress-bearing steel bars and stirrups, and frame column groove-shaped force transmission plates (15) are welded to the steel bars. 6.根据权利要求5所述的一种装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造,其特征在于,所述边框柱槽形传力板翼缘侧面凹槽(16)是生态内墙边框柱槽形传力板(15)翼缘外侧的凹槽,一形连接钢板(18)放入所述凹槽并与边框柱槽形传力板(15)翼缘自攻钉连接;所述边框柱槽形传力板腹板侧面凹槽(17)是边框柱槽形传力板(15)腹板外侧的凹槽,所述装配缝兼做水泥基灌浆料灌注缝(22)内灌注水泥基灌浆料后,该凹槽处形成企口咬合构造。6. A prefabricated composite wall panel T-shaped structural column and an ecological interior wall self-tapping screw block connection structure according to claim 5, characterized in that the frame column groove-shaped force transmission plate flange side grooves (16) is a groove outside the flange of the ecological interior wall frame column trough-shaped force transmission plate (15). The one-shaped connecting steel plate (18) is put into the groove and connected with the frame column trough-shaped force transmission plate (15) wing. The edge is connected with self-tapping nails; the groove (17) on the side of the web of the frame column grooved force transmission plate (15) is the groove on the outside of the web of the frame column grooved force transmission plate (15), and the assembly joint also serves as cement-based grouting After the cement-based grouting material is poured into the material pouring joint (22), a tongue-and-groove bite structure is formed in the groove. 7.一种实现如权利要求1所述装配式复合墙板T形构造柱与生态内墙自攻钉集块连接构造的作法,其特征在于,具体步骤如下:7. A method for realizing the connection structure between T-shaped structural columns of prefabricated composite wall panels and self-tapping nail blocks of ecological interior walls as claimed in claim 1, characterized in that the specific steps are as follows: 第一步:工厂预制带槽形传力钢板T形构造柱的复合外墙板;预制边框柱带槽形传力钢板的生态内墙;The first step: Factory prefabricated composite exterior wall panels with T-shaped structural columns with grooved force-transmitting steel plates; prefabricated ecological interior walls with frame columns and grooved force-transmitting steel plates; 第二步:安装复合外墙板与生态内墙板,并将一形连接钢板嵌入复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽;Step 2: Install the composite exterior wall panels and ecological interior wall panels, and embed the one-shaped connecting steel plate into the T-shaped structural columns of the composite exterior wall panels and the flange grooves of the grooved force transmission plate of the ecological interior wall frame column; 第三步:采用自攻钉自由穿过一形连接钢板上的自攻钉孔,自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘;Step 3: Use self-tapping nails to freely pass through the self-tapping nail holes on the one-shaped connecting steel plate, and self-tapping to connect the T-shaped structural columns of the composite exterior wall panels and the flange of the grooved force transmission plate of the ecological interior wall frame column; 第四步:采用高性能砂浆抹平复合外墙板T形构造柱以及生态内墙边框柱槽形传力板翼缘凹槽,并使用防水胶条密封装配缝两侧,在装配缝以及自攻连接复合外墙板T形构造柱以及生态内墙边框柱槽形传力板腹板外侧凹槽浇筑水泥基灌浆料;Step 4: Use high-performance mortar to smooth the T-shaped structural columns of the composite exterior wall panels and the flange grooves of the eco-friendly interior wall frame columns, trough-shaped transmission plates, and use waterproof tape to seal both sides of the assembly joints. Pour cement-based grouting material into the outer grooves of the webs of the T-shaped structural columns of the composite exterior wall panels and the ecological interior wall frame column trough-shaped force transmission plates; 第五步:采用内墙装饰涂料粉刷墙体。Step 5: Paint the wall with interior decorative paint.
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CN217518337U (en) * 2022-03-19 2022-09-30 北京工业大学 Assembly type composite wallboard T-shaped column and ecological inner wall self-tapping nail cluster connecting structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104727467A (en) * 2015-03-23 2015-06-24 河北联合大学 Assembly type concrete filled steel tube shear wall splitting and assembling connection structure and assembling connection method
CN105839813A (en) * 2016-05-24 2016-08-10 北京工业大学 Assembly type thermal insulation energy saving wall board with groovechannel steel connection piece, and manufacture method thereof
CN106121086A (en) * 2016-06-22 2016-11-16 北京工业大学 A kind of concrete-filled steel square tubular column of band otic placode and the connecting structure of fabricated shear wall and the practice
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