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CN1789608B - Hollow reinforced concrete slab - Google Patents

Hollow reinforced concrete slab Download PDF

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Publication number
CN1789608B
CN1789608B CN 200410104245 CN200410104245A CN1789608B CN 1789608 B CN1789608 B CN 1789608B CN 200410104245 CN200410104245 CN 200410104245 CN 200410104245 A CN200410104245 A CN 200410104245A CN 1789608 B CN1789608 B CN 1789608B
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hollow
concrete
locking
self
concrete hollow
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CN1789608A (en
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邱则有
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Hunan Qiuzeyou Patent Strategy Planning Co Ltd
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Abstract

Disclosed is a reinforced-bar concrete hollow slab, which comprises a reinforced-bar concrete (1) and hollow blank members (2), the hollow blank members (2) are enclosed in the reinforced-bar concrete (1), and are arranged alternatively, cast-in-situ reinforced-bar concrete rib (3) is arranged between them, the outer walls (4) of the hollow blank members (2) enclose a cavity (5), characterized in that the hollow blank members (2) are provided with a locking member (6), the locking member (6) comprises a self-locking hole (7) and a self-locking strip or belt (8), the locking member (6) is anchored in the hollow blank member (2) with an anchoring member (9) or connected with the anchoring members (9) anchored in the hollow blank member (2). As a result, during the construction of the reinforced-bar concrete hollow slab, the hollow blank members are easy to be positioned and fixed. The invention can be applied to cast-in-situs reinforced concrete or prestressed reinforcement concrete's hollow boards, hollow building covers, house roofings, walls, foundation bedplates and bridges.

Description

一种钢筋砼空心板 A reinforced concrete hollow slab

(一)技术领域(1) Technical field

本发明涉及一种钢筋砼空心板。The invention relates to a reinforced concrete hollow slab.

(二)背景技术(2) Background technology

目前,现浇砼空心楼盖是应用较广的楼盖结构形式,其内填充的轻质永久胎模有各种空心管和盒子,盒子有空心的或实心的。如申请人于1999年11月29日申请的专利号为ZL99249798.1、名称为“钢筋砼填充用纤维增强型薄壁构件”实用新型专利,它公开了一种薄壁模壳构件,包括上板、周围侧壁、下底,上板、周围侧壁、下底围成多面体空腔。又如专利号为ZL00203695.9、名称为“组合砼暗肋楼盖板”实用新型专利,其说明书中公开了一种模壳构件,它可以是实心的,也可以是空心的,其外形可根据设计要求制成长方形、圆形、多边形等形状。但是这种现浇砼楼盖在施工时,模壳构件布设不方便,在横向或竖向易发生错位现象,影响空心楼盖的施工质量,并影响施工效率。因此,研制一种新型的钢筋砼空心板已为急需。At present, the cast-in-place concrete hollow floor is a widely used floor structure. The lightweight permanent tire molds filled in it include various hollow tubes and boxes, and the boxes are hollow or solid. For example, the patent No. ZL99249798.1, which the applicant applied for on November 29, 1999, is a utility model patent named "fiber-reinforced thin-walled member for reinforced concrete filling", which discloses a thin-walled formwork member, including an upper plate, The surrounding side walls, the lower bottom, and the upper plate, the surrounding side walls and the lower bottom form a polyhedral cavity. Another example is that the patent No. is ZL00203695.9, and the name is called "combined concrete hidden rib floor slab" utility model patent, which discloses a formwork member in its specification, which can be solid or hollow, and its shape can be According to design requirements, it can be made into rectangle, circle, polygon and other shapes. However, during the construction of this cast-in-place concrete floor, the layout of the formwork components is inconvenient, and misalignment tends to occur horizontally or vertically, which affects the construction quality of the hollow floor and affects the construction efficiency. Therefore, develop a kind of novel reinforced concrete hollow slab for being badly in need of.

(三)发明内容(3) Contents of the invention

本发明的目的在于提供一种钢筋砼空心板,具有施工方便、效率高、施工质量好等特点。The object of the present invention is to provide a reinforced concrete hollow slab, which has the characteristics of convenient construction, high efficiency and good construction quality.

本发明的解决方案是在现有技术的基础上,包括钢筋砼、空心胎体,空心胎体裹含在钢筋砼中,多个空心胎体相间排列,彼此之间为现浇钢筋砼肋,空心胎体为由外壁围合形成有空腔的空心胎体,其特征在于所述的空心胎体上设置有锁紧件,锁紧件包括自锁紧孔和自锁紧条或条带,锁紧件由锚固构件锚固在空心胎体内或锁紧件与锚固在空心胎体内的锚固构件相连接。这样,由于空心胎体上设置有锁紧件,锁紧件包括自锁紧孔和自锁紧条或条带,锁紧件由锚固构件锚固在空心胎体内或锁紧件与锚固在空心胎体内的锚固构件相连接,通过锁紧件将空心胎体锁紧固定于模板上或钢筋上,因而在钢筋砼空心板施工时,空心胎体定位、固定方便,不易发生错位现象而影响钢筋砼空心板的施工质量,同时施工效率也高,从而较好地解决了现有技术中存在的问题,达到了本发明的目的,适用于现浇钢筋砼或预应力钢筋砼的空心板、楼盖、屋盖、墙体、基础底板以及空腹桥梁使用,尤其适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including reinforced concrete, hollow carcass, the hollow carcass is wrapped in the reinforced concrete, a plurality of hollow carcass are arranged alternately, and there are cast-in-place reinforced concrete ribs between each other. The hollow carcass is a hollow carcass surrounded by an outer wall to form a cavity, which is characterized in that the hollow carcass is provided with a locking member, and the locking member includes a self-locking hole and a self-locking strip or strip, The locking piece is anchored in the hollow carcass by the anchoring member, or the locking piece is connected with the anchoring member anchored in the hollow carcass. In this way, since the hollow carcass is provided with a locking piece, the locking piece includes a self-locking hole and a self-locking strip or strip, and the locking piece is anchored in the hollow carcass by the anchor member or the locking piece is anchored in the hollow carcass. The anchor components in the body are connected, and the hollow carcass is locked and fixed on the formwork or the steel bar through the locking parts. Therefore, during the construction of the reinforced concrete hollow slab, the hollow carcass is easy to locate and fix, and it is not easy to cause misalignment and affect the reinforced concrete. The construction quality of the hollow slab is high, and the construction efficiency is also high at the same time, thereby better solving the problems existing in the prior art and achieving the purpose of the present invention. It is suitable for hollow slabs and floors of cast-in-place reinforced concrete or prestressed reinforced concrete , roofs, walls, foundation slabs and hollow bridges, especially for hollow beamless floors.

本发明的特征还在于所述的锁紧件为自锁紧条或条带穿入自锁紧孔后只能进不能退的单向锁紧件。这样,将自锁紧件绕过空心板中的钢筋等锚固部位并穿入自锁紧孔后,只要拉紧锁定即可,不需要再采取其它紧固方式即可牢牢锁紧,大大方便了空心胎体的抗浮定位,使抗浮定位工序简单可靠,而且施工速度极快。The present invention is also characterized in that the locking member is a one-way locking member that can only advance but not retreat after the self-locking strip or strip is inserted into the self-locking hole. In this way, after the self-locking part bypasses the anchoring parts such as steel bars in the hollow plate and penetrates into the self-locking hole, it only needs to be tightened and locked, and it can be locked firmly without using other fastening methods, which is very convenient The anti-floating positioning of the hollow carcass is guaranteed, the anti-floating positioning process is simple and reliable, and the construction speed is extremely fast.

本发明的特征还在于所述的自锁紧孔固定在自锁紧条或条带上。这样,当自锁紧孔固定在自锁紧条或条带上时,锁紧件所有部件均在一起,方便了锁紧操作,减少了锁紧件材料损耗,降低了材料成本。The present invention is also characterized in that the self-locking hole is fixed on the self-locking strip or strip. In this way, when the self-locking hole is fixed on the self-locking bar or strip, all parts of the locking part are together, which facilitates the locking operation, reduces the material loss of the locking part, and reduces the material cost.

本发明的特征还在于所述的自锁紧孔固定在空心胎体上。这样,自锁紧孔和空心胎体形成了整体,锚固加强,能提供很大的锚固力,可充分满足抗浮定位的需要,而且,自锁紧条或条带的长度可根据需要来选择,大大方便了应用操作。The present invention is also characterized in that the self-locking hole is fixed on the hollow carcass. In this way, the self-locking hole and the hollow carcass form a whole, the anchoring is strengthened, and it can provide a large anchoring force, which can fully meet the needs of anti-floating positioning, and the length of the self-locking strip or strip can be selected according to the needs , which greatly facilitates the application operation.

本发明的特征还在于所述的自锁紧条或条带固定在空心胎体上。这样,自锁紧条或条带固定在空心胎体上,条或条带不易脱落,可十分方便简单地锚固抗浮定位,并防止左右移位。The present invention is also characterized in that said self-locking strip or strip is fixed on the hollow carcass. In this way, the self-locking strips or strips are fixed on the hollow carcass, and the strips or strips are not easy to fall off, which can easily anchor the anti-floating position and prevent left and right displacement.

本发明的特征还在于所述的自锁紧条或条带为分体的独立条带。这样,可根据抗浮定位的力度及实际情况的不同,可选择不同强度的自锁紧条或带来满足需要,不会浪费,降低了成本。The present invention is also characterized in that the self-locking strip or strip is a split independent strip. In this way, according to the strength of the anti-floating positioning and the difference in actual conditions, self-locking strips or belts of different strengths can be selected to meet the needs, without waste, and the cost is reduced.

本发明的特征还在于所述的自锁紧孔与自锁紧条或条带是一体的。这样,自锁孔与自锁紧条或条带不易分离,均为成套配置,大大方便了使用,而且一套自锁紧件不会因掉落一个自锁紧孔或自锁条或条带而报废,减少了材料的浪费,降低了成本,相应降低了空心板的施工成本。The present invention is also characterized in that said self-locking holes are integrated with self-locking strips or straps. In this way, the self-locking holes and self-locking strips or strips are not easy to separate, and they are all configured as a set, which greatly facilitates use, and a set of self-locking parts will not fall due to a self-locking hole or self-locking strip or strip The scrapping reduces the waste of materials, reduces the cost, and correspondingly reduces the construction cost of the hollow slab.

本发明的特征还在于所述的自锁紧条或条带上有条带颈缩节。这样,条带可非常方便地在颈缩节位置扯断,有利于后续施工,提高工作效率。The invention is also characterized in that said self-locking strip or strip has a strip necking. In this way, the strip can be torn off at the constricted joint very conveniently, which is beneficial to subsequent construction and improves work efficiency.

本发明的特征还在于所述的自锁紧孔穿在自锁紧条或条带上是可移动的。这样,自锁紧孔穿在自锁紧条或条带上是可移动的,方便了锁紧各种不同尺寸的构件部位,同时还可调整锚固高度,满足各种不同情况的应用需要。The invention is also characterized in that said self-locking hole is movable through the self-locking strip or strap. In this way, the self-locking holes are movable through the self-locking strips or strips, which facilitates the locking of component parts of various sizes, and at the same time, the anchoring height can be adjusted to meet the application needs of various situations.

本发明的特征还在于所述的自锁紧孔与自锁紧条或条带是分体的。这样,自锁紧孔与自锁紧条或条带是分体的,方便了锁紧各种不同尺寸的锚固部位,同时还可调整锚固高度,可满足各种不同情况应用的需要。The present invention is also characterized in that the self-locking hole and the self-locking strip or strip are separated. In this way, the self-locking hole and the self-locking strip or strip are separated, which facilitates the locking of various anchoring parts of different sizes, and at the same time, the anchoring height can be adjusted to meet the needs of various applications.

本发明的特征还在于所述的空心胎体的侧面外壁或底面外壁上设置有锁紧件。这样,可锁紧空心胎体侧面和底面的钢筋,防止空心胎体上浮,施工更方便。The present invention is also characterized in that a locking piece is arranged on the side outer wall or the bottom outer wall of the hollow carcass. In this way, the steel bars on the side and bottom of the hollow carcass can be locked to prevent the hollow carcass from floating up, and the construction is more convenient.

本发明的特征还在于所述的空心胎体的侧面外壁上设置有悬挑的肋间距限宽件。这样,在空心胎体的侧面外壁上设置有悬挑的肋间距限宽件后,肋间距限宽件能有效地保证空心板中暗肋的宽度与设计宽度一致,在起到限位的同时,肋间距限宽件还可起到承托肋间钢筋的作用,以及对钢筋进行定位的作用,使暗肋上部钢筋不会掉到暗肋的下部,从而有效地保证现浇砼空心板的浇筑质量。The present invention is also characterized in that a cantilevered rib spacing width limiting member is arranged on the side outer wall of the hollow carcass. In this way, after the cantilevered rib spacing width limiting parts are arranged on the side outer wall of the hollow carcass, the rib spacing width limiting parts can effectively ensure that the width of the hidden ribs in the hollow slab is consistent with the designed width. , the rib spacing width limiting piece can also play the role of supporting the inter-rib reinforcement and positioning the reinforcement, so that the upper reinforcement of the concealed rib will not fall to the lower part of the concealed rib, thus effectively ensuring the stability of the cast-in-place concrete hollow slab. Pour quality.

本发明的特征还在于所述的空心胎体的外壁上设置有钢筋的垫条或垫块。这样,空心胎体的外壁上设置的钢筋的垫条或垫块,可使空心板中的钢筋架空,使得空心板中的钢筋与空心胎体之间保持合适的间距,现浇砼后,可保证钢筋完全被现浇砼握裹,从而保证钢筋与现浇砼之间握裹力均匀统一,保证现浇砼空心板的质量;同时,也可防止钢筋产生锈蚀;而且垫条或垫块的设置使钢筋的布设更方便,可大大方便空心胎体的施工应用。The present invention is also characterized in that the outer wall of the hollow carcass is provided with a reinforcing bar pad or pad. In this way, the pads or spacers of the steel bars provided on the outer wall of the hollow carcass can make the steel bars in the hollow slabs overhead, so that a suitable distance can be maintained between the steel bars in the hollow slabs and the hollow carcass. Ensure that the steel bars are completely wrapped by the cast-in-place concrete, so as to ensure that the holding force between the steel bars and the cast-in-place concrete is uniform and uniform, and ensure the quality of the cast-in-place concrete hollow slab; at the same time, it can also prevent the steel bars from rusting; The setting makes the laying of the steel bars more convenient, which can greatly facilitate the construction and application of the hollow carcass.

本发明的特征还在于所述的空心胎体为多面体。这样,空心胎体为多面体时,生产制作方便,易于实现机械化大批量生产;若空心胎体为规则的多面体空心胎体时,则可更充分满足各种规则设计的楼板的使用需求。同时,本技术领域人员也可根据需求,生产使用不规则的变径的或者异形的多面体空心胎体来满足不同情况下的使用需求,以方便应用。The present invention is also characterized in that the hollow carcass is a polyhedron. In this way, when the hollow carcass is a polyhedron, it is convenient to manufacture, and it is easy to realize mechanized mass production; if the hollow carcass is a regular polyhedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular polyhedral hollow carcass with variable diameter or special shape according to the requirements to meet the use requirements in different situations and to facilitate the application.

本发明的特征还在于所述的空心胎体为六面体。这样,空心胎体为六面体时,生产制作方便,易于实现机械化大批量生产;若空心胎体为规则的六面体空心胎体时,则可更充分满足各种规则设计的楼板的使用需求。同时,本技术领域人员也可根据需求,生产使用不规则的变径的或者异形的六面体空心胎体来满足不同情况下的使用需求,以方便应用。The present invention is also characterized in that the hollow carcass is a hexahedron. In this way, when the hollow carcass is a hexahedron, it is convenient to manufacture and realize mechanized mass production; if the hollow carcass is a regular hexahedral hollow carcass, it can more fully meet the use requirements of various regular-designed floors. At the same time, those skilled in the art can also produce and use irregular diameter-reducing or irregular hexahedral hollow carcass according to requirements to meet the use requirements in different situations, so as to facilitate the application.

本发明的特征还在于所述的外壁或者锁紧件的至少一个中设置有增强物。增强物为钢筋、钢丝、钢筋网、钢丝网、金属薄条带、有机薄条带、纤维带、纤维丝、纤维网、短纤维、纤维网格布中的至少一种。这样,设置有增强物的外壁或者锁紧件,其强度得到了极大的提高,同时增强物的多样性便于材料的选用,有利于降低空心胎体的成本,相应降低空心板的施工成本。The present invention is also characterized in that at least one of the outer wall or the locking member is provided with a reinforcement. The reinforcement is at least one of steel bars, steel wires, steel meshes, steel wire meshes, metal thin strips, organic thin strips, fiber strips, fiber filaments, fiber nets, short fibers, and fiber mesh cloth. In this way, the strength of the outer wall or locking member provided with reinforcements is greatly improved, and the diversity of reinforcements facilitates the selection of materials, which is conducive to reducing the cost of the hollow carcass and correspondingly reduces the construction cost of the hollow slab.

本发明的特征还在于所述的外壁或者锁紧件中的增强物彼此相连。这样,外壁或者锁紧件中的增强物彼此相连接后,可大大提高空心胎体的整体性,使其不易开裂,同时,可大幅度降低空心胎体的损耗率,降低施工成本。The invention is also characterized in that the reinforcements in said outer wall or locking member are connected to each other. In this way, after the reinforcements in the outer wall or the locking member are connected to each other, the integrity of the hollow carcass can be greatly improved, making it difficult to crack, and at the same time, the loss rate of the hollow carcass can be greatly reduced, and the construction cost can be reduced.

本发明的特征还在于所述的增强物露出空心胎体外,并与现浇砼粘结成整体。这样,露出空心胎体的增强物和现浇砼结合,可大大改善空心胎体与现浇砼之间的粘结强度,弥补现浇与预制相接合的接合界面强度损失,有利于提高空心板的力学性能和整体性能。The present invention is also characterized in that the reinforcement is exposed outside the hollow carcass and bonded with the cast-in-place concrete to form a whole. In this way, the combination of the exposed reinforcement of the hollow carcass and the cast-in-place concrete can greatly improve the bond strength between the hollow carcass and the cast-in-place concrete, make up for the strength loss of the joint interface between the cast-in-place and prefabrication, and help improve the strength of the hollow slab. Mechanical properties and overall performance.

本发明的特征还在于所述的空心胎体上还设置有弧角、倒角、阴角、凹槽、凹坑、孔洞中的至少一个。这样,在结构需要局部加强时,弧角、倒角、阴角、凹槽、凹坑、孔洞等部位与现浇砼结合,可对结构作局部加强,使结构更为合理;同时在弧角、倒角、阴角、凹槽、凹坑、孔洞等部位还便于各种管线的布置,有利于降低空心板的施工成本。The feature of the present invention is that the hollow carcass is further provided with at least one of arc corners, chamfers, inner corners, grooves, pits and holes. In this way, when the structure needs local reinforcement, arc corners, chamfers, inner corners, grooves, pits, holes and other parts can be combined with cast-in-place concrete to locally strengthen the structure and make the structure more reasonable; , chamfers, inner corners, grooves, pits, holes and other parts are also convenient for the layout of various pipelines, which is conducive to reducing the construction cost of hollow slabs.

本发明的特征还在于所述的空心胎体的外壁的至少一个面上设置有十字形或者井字形或者米字形的凹槽。这样,空心胎体应用于空心板时,现浇砼浇注入凹槽内后,形成了现浇的十字或井字或米字形砼加强筋,十字形加强筋加强了空心胎体上部的现浇砼薄板,井字形加强筋可大幅度提高空心胎体上部现浇砼薄板的承载能力,米字形加强筋则使空心胎体上部的现浇砼薄板形成可向八个方向传递应力的多向结构,它们均可有效地提高空心板的强度与刚度。The present invention is also characterized in that at least one surface of the outer wall of the hollow carcass is provided with cross-shaped or well-shaped or Pozi-shaped grooves. In this way, when the hollow carcass is applied to the hollow slab, after the cast-in-place concrete is poured into the groove, a cast-in-place cross or well-shaped or rice-shaped concrete reinforcing rib is formed, and the cross-shaped reinforcing rib strengthens the cast-in-place concrete on the upper part of the hollow carcass. Concrete thin slabs and well-shaped reinforcing ribs can greatly improve the bearing capacity of the cast-in-place concrete slabs on the upper part of the hollow carcass, and the rice-shaped reinforcing ribs make the cast-in-place concrete slabs on the upper part of the hollow carcass form a multi-directional structure that can transmit stress in eight directions , they can effectively improve the strength and stiffness of the hollow slab.

本发明的特征还在于所述的空腔中设置有加强件。这样,由于空腔中设置有加强件,因而空心胎体的强度与刚度可大大提高,在搬运及施工过程中不易出现破损等现象,同时,还可参与空心板的受力与传力。The present invention is also characterized in that reinforcements are arranged in the cavity. In this way, the strength and rigidity of the hollow carcass can be greatly improved due to the reinforcements provided in the cavity, and it is not easy to be damaged during transportation and construction. At the same time, it can also participate in the force bearing and transmission of the hollow plate.

本发明的特征还在于所述的加强件为预制的空心杆件,空心杆件的两端口与外壁外部相连通,形成连通的孔洞,现浇砼进入孔洞内,与空心杆形成了叠合的杆件。这样,由于空心胎体上形成有连通的孔洞,在施工过程中浇入砼,可形成现浇与预制相结合的加强件,可大大加强加强件的强度与刚度,同时,可参与空心板的受力与传力,提高空心板的力学性能;此外,加强件为空心加强件,可大大减轻空心胎体的重量,便于运输、施工。The present invention is also characterized in that the reinforcing member is a prefabricated hollow rod, the two ports of the hollow rod communicate with the outside of the outer wall to form a connected hole, and the cast-in-place concrete enters the hole to form a superimposed structure with the hollow rod. Lever. In this way, since there are connected holes formed on the hollow carcass, concrete can be poured in during the construction process to form a reinforcement that combines cast-in-place and prefabrication, which can greatly enhance the strength and rigidity of the reinforcement, and at the same time, can participate in the construction of the hollow slab Stress and force transmission improve the mechanical properties of the hollow plate; in addition, the reinforcement is a hollow reinforcement, which can greatly reduce the weight of the hollow carcass and facilitate transportation and construction.

本发明的特征还在于所述的空心胎体上设置的凹槽与空心杆件的浇注口孔洞连接相通。这样,浇入砼时,形成的现浇砼加强筋和空心胎体内的现浇砼加强件相结合,可大大提高空心板的力学性能,使空心板结构更为坚固、合理,空心板的整体性能更好。The present invention is also characterized in that the groove provided on the hollow carcass communicates with the hole of the pouring port of the hollow bar. In this way, when the concrete is poured, the combination of the formed cast-in-place concrete reinforcement and the cast-in-place concrete reinforcement in the hollow carcass can greatly improve the mechanical properties of the hollow slab, making the structure of the hollow slab stronger and more reasonable, and the overall structure of the hollow slab Performance is better.

本发明的特征还在于所述的外壁为平板、弧板、折板、波纹板或其组合的胎壁。这样,当外壁为平板时,空心胎体生产制作方便,砼在其外表面流动性好;若为弧板则可使应用其空心胎体的空心板形成连续拱形受力结构,而且在有效提高空心板内部空心率的同时,可大大增加外壁和现浇砼的接合面积,使空心胎体和现浇砼融合成一整体,可有效地提高空心板的整体性。The present invention is also characterized in that the outer wall is a tire wall of a flat plate, an arc plate, a folded plate, a corrugated plate or a combination thereof. In this way, when the outer wall is a flat plate, the production of the hollow carcass is convenient, and the fluidity of the concrete on its outer surface is good; if it is an arc plate, the hollow plate using its hollow carcass can form a continuous arch-shaped force-bearing structure, and it is effective While improving the hollow rate inside the hollow slab, the joint area between the outer wall and the cast-in-place concrete can be greatly increased, so that the hollow carcass and the cast-in-place concrete can be integrated into a whole, which can effectively improve the integrity of the hollow slab.

本发明的特征还在于所述的空心胎体的外壁上设置有至少一个活动的可拆卸式连接盖板,或者盖板上有增强物露出,并与现浇砼粘结形成整体。这样,设置可拆卸连接盖板或露增强物的盖板,在施工中可方便检查其内部结构情况,并方便管线或者其它预制件如开关盒、电线盒、加劲肋、加劲杆等的布设,其上的外露增强物和现浇砼相结合,可使其具有更好的握裹力,施工后,其整体性更好。当增强物从连接盖板上露出后,可大大改善其与现浇砼之间的粘结强度。The present invention is also characterized in that the outer wall of the hollow carcass is provided with at least one movable and detachable connecting cover plate, or reinforcements are exposed on the cover plate and bonded with cast-in-place concrete to form a whole. In this way, the detachable connection cover plate or the cover plate exposed to the reinforcement can be set to facilitate the inspection of its internal structure during construction, and facilitate the layout of pipelines or other prefabricated parts such as switch boxes, wire boxes, stiffeners, stiffeners, etc. The combination of the exposed reinforcement on it and the cast-in-place concrete can make it have better gripping force, and after construction, its integrity is better. When the reinforcement is exposed from the connecting cover plate, the bonding strength between it and the cast-in-situ concrete can be greatly improved.

本发明的特征还在于所述的连接盖板上设置有与空心胎体连接吻合的连接件。这样,设置有与空心胎体连接吻合的连接件可方便快捷地接合或拆卸盖板;现浇砼时,可有效地防止砼流入空心胎体内部空腔中。连接件可为卡套、螺栓、公母槽、承插件、锯齿件等。The present invention is also characterized in that the connecting cover plate is provided with a connecting piece matching the connection of the hollow carcass. In this way, the connecting piece matched with the hollow carcass can be provided to quickly and conveniently join or disassemble the cover plate; when pouring concrete in place, it can effectively prevent the concrete from flowing into the inner cavity of the hollow carcass. The connecting parts can be ferrules, bolts, male and female grooves, sockets, sawtooth parts, etc.

本发明的特征还在于所述的空心胎体的底面向外伸出有挑板,挑板上设置有锁紧件,空心胎体的底面与钢筋砼空心板的底面齐平。这样,挑板可取代施工过程中的模板,可节省大量的人力、物力,省去模板的装、拆工序,提高施工速度,降低施工难度。The present invention is also characterized in that the bottom surface of the hollow carcass protrudes outwards from the pick plate, and the pick plate is provided with a locking piece, and the bottom surface of the hollow carcass is flush with the bottom surface of the reinforced concrete hollow plate. In this way, the pick board can replace the formwork in the construction process, which can save a lot of manpower and material resources, save the assembly and disassembly process of the formwork, improve the construction speed and reduce the construction difficulty.

本发明的特征还在于所述的空心胎体上设置有接线盒、电线管、风管或者水管中的至少一个。这样,可十分方便地布设接线盒、水电管线,风管设置于空心胎体内还可节省外设风管所占的建筑空间,使建筑的有效使用空间提高,水管的设置可十分方便地隐蔽走水,省去管道布设空间,使消防水管布设更为安全方便。The present invention is also characterized in that the hollow carcass is provided with at least one of a junction box, an electrical conduit, an air pipe or a water pipe. In this way, the junction box and water and electricity pipelines can be arranged very conveniently, and the air ducts arranged in the hollow carcass can also save the building space occupied by the peripheral air ducts, so that the effective use space of the building can be improved, and the setting of the water pipes can be easily concealed. Water, saving the space for pipeline layout, making the layout of fire water pipes safer and more convenient.

本发明的特征还在于所述的空心胎体的空腔内局部或全部填充有轻质材料。轻质材料可为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼等。这样,可大大提高空心板的保温、隔热、隔音性能。The present invention is also characterized in that part or all of the cavity of the hollow carcass is filled with lightweight materials. Lightweight materials can be foamed plastics, expanded perlite, expanded vermiculite, foamed or air-entrained lightweight concrete, and the like. In this way, the thermal insulation, heat insulation and sound insulation performance of the hollow board can be greatly improved.

本发明的特征还在于所述的空心胎体上设置有凸台模块。这样,根据设计需求,可将空心板中不受力砼部位以凸台模块代替,可减轻空心板重量,降低空心板成本。The present invention is also characterized in that the hollow carcass is provided with boss modules. In this way, according to the design requirements, the unstressed concrete part in the hollow slab can be replaced by the boss module, which can reduce the weight of the hollow slab and reduce the cost of the hollow slab.

本发明的特征还在于所述的凸台模块为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体上,或者凸台模块与空心胎体为一体成型的整体。这样,凸台模块可通过各种各样的方式连接在胎体上,使其制作简单,使用更方便。The present invention is also characterized in that the boss module is fixed on the hollow carcass by bonding, welding, riveting, socket, ferrule or bolt connection, or the boss module and the hollow carcass are integrally formed as a whole. In this way, the boss module can be connected to the carcass in various ways, making it easy to manufacture and more convenient to use.

本发明的特征还在于所述的空心胎体的外壁上设置有条状或板状的轻质材料的叠合层。这样,在空心胎体的外壁上设置条状或板状的轻质材料叠合层后,可根据实际应用的不同情况和要求,在条状或板状的轻质材料上开槽或坑或洞而不损坏空心胎体,可大大方便在施工应用过程中的管线、钢筋及各种预埋件的埋设。The present invention is also characterized in that the outer wall of the hollow carcass is provided with a laminated layer of strip-shaped or plate-shaped lightweight materials. In this way, after the strip-shaped or plate-shaped lightweight material lamination layer is set on the outer wall of the hollow carcass, grooves or pits or pits can be made on the strip-shaped or plate-shaped lightweight material according to different situations and requirements of actual applications. It can greatly facilitate the embedding of pipelines, steel bars and various embedded parts in the process of construction and application without damaging the hollow carcass.

本发明的特征还在于两个以上的空心胎体可连体组成单向、双向或多向的胎模组件。这样,连体成组的空心胎体可使施工更为简单,施工速度更快,结构更轻,设计更为简便。The present invention is also characterized in that more than two hollow carcass can be joined together to form a unidirectional, bidirectional or multidirectional tire mold assembly. In this way, the conjoined hollow carcass can make the construction simpler, the construction speed faster, the structure lighter, and the design easier.

本发明的特征还在于所述的空心胎体上设置有连接件伸出。这样,在空心胎体上设置有伸出的连接件后,可方便空心胎体之间及空心胎体与其它需要与之连接的构件或钢筋连接,特别是在空心胎体应用于现浇砼空心板中时,可大大方便施工,充分满足不同用户的使用要求。The present invention is also characterized in that the hollow carcass is provided with protruding connectors. In this way, after the protruding connectors are provided on the hollow carcass, it is convenient to connect the hollow carcass and other components or steel bars that need to be connected with it, especially when the hollow carcass is applied to cast-in-place concrete. When it is in the hollow plate, it can greatly facilitate the construction and fully meet the requirements of different users.

本发明的特征还在于所述的空心胎体上设置有撑脚。这样,空心胎体上设置有撑脚,可定位现浇砼层的厚度,同时还可防止空心胎体上浮。The present invention is also characterized in that the hollow carcass is provided with supporting feet. In this way, the hollow carcass is provided with supporting feet, which can position the thickness of the cast-in-place concrete layer and prevent the hollow carcass from floating up.

本发明的特征还在于所述的撑脚为固定脚或者活动脚。这样,若撑脚为固定脚,则撑脚与空心胎体之间的整体性更好,更便于施工;若为活动脚,则可大大提高空心板的施工速度,同时,方便搬运,不易损坏撑脚。The present invention is also characterized in that the supporting feet are fixed feet or movable feet. In this way, if the supporting feet are fixed feet, the integrity between the supporting feet and the hollow carcass is better, which is more convenient for construction; if the supporting feet are movable feet, the construction speed of the hollow slab can be greatly improved, and at the same time, it is convenient to carry and not easy to damage feet.

本发明的特征还在于所述的活动撑脚为分体脚。这样,撑脚为分体脚时,在设置到现浇空心砼空心板中之前,将撑脚拆卸下来,方便了空心胎体的生产、码放、运输及应用,保证了撑脚的可靠性。The present invention is also characterized in that the movable support feet are split feet. In this way, when the supporting feet are split feet, the supporting feet are disassembled before being installed in the cast-in-situ hollow concrete hollow slab, which facilitates the production, stacking, transportation and application of the hollow carcass, and ensures the reliability of the supporting feet.

本发明的特征还在于所述的撑脚为砂浆硬质脚、砼脚或者塑料脚。这样,可方便设计与施工单位选用,有利于降低空心胎体的成本,相应降低空心板的施工成本。The present invention is also characterized in that the support feet are mortar hard feet, concrete feet or plastic feet. In this way, it is convenient for design and construction units to choose, which is conducive to reducing the cost of the hollow carcass and correspondingly reducing the construction cost of the hollow slab.

本发明的特征还在于所述的钢筋砼空心板中设置有暗梁或/和明梁。这样,钢筋砼空心板的力学性能更好。当所述的钢筋砼空心板设置有明梁时,有利于对钢筋砼空心板中局部受力增大区进行加强;当设置有暗梁时,也能增强钢筋砼空心板的力学性能,同时,暗梁隐含在钢筋砼空心板内部,不影响钢筋砼空心板的外部结构美观,使用时不占用建筑的使用空间,能够有效地提高建筑的使用空间。The present invention is also characterized in that hidden beams or/and exposed beams are arranged in the reinforced concrete hollow slab. In this way, the mechanical properties of the reinforced concrete hollow slab are better. When the reinforced concrete hollow slab is provided with open beams, it is beneficial to strengthen the local stress-increased area in the reinforced concrete hollow slab; when a concealed beam is provided, the mechanical properties of the reinforced concrete hollow slab can also be enhanced, and at the same time, The hidden beam is hidden inside the reinforced concrete hollow slab, does not affect the appearance of the external structure of the reinforced concrete hollow slab, does not occupy the usable space of the building when used, and can effectively improve the usable space of the building.

(四)附图说明(4) Description of drawings

图1是本发明实施例1的结构示意图。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention.

图2是本发明实施例2的结构示意图。Fig. 2 is a schematic structural diagram of Embodiment 2 of the present invention.

图3是本发明实施例3的结构示意图。Fig. 3 is a schematic structural diagram of Embodiment 3 of the present invention.

图4是本发明实施例4的结构示意图。Fig. 4 is a schematic structural diagram of Embodiment 4 of the present invention.

图5是本发明实施例5的结构示意图。Fig. 5 is a schematic structural diagram of Embodiment 5 of the present invention.

图6是本发明实施例6的结构示意图。Fig. 6 is a schematic structural diagram of Embodiment 6 of the present invention.

图7是本发明实施例中空心胎体结构示意图之一。Fig. 7 is one of the structural schematic diagrams of the hollow carcass in the embodiment of the present invention.

图8是本发明实施例中空心胎体结构示意图之二。Fig. 8 is the second schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图9是本发明实施例中空心胎体结构示意图之三。Fig. 9 is the third schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图10是本发明实施例中空心胎体结构示意图之四。Fig. 10 is the fourth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图11是本发明实施例中空心胎体结构示意图之五。Fig. 11 is the fifth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图12是本发明实施例中空心胎体结构示意图之六。Fig. 12 is the sixth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图13是本发明实施例中空心胎体结构示意图之七。Fig. 13 is the seventh schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图14是本发明实施例中空心胎体结构示意图之八。Fig. 14 is the eighth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图15是本发明实施例中空心胎体结构示意图之九。Fig. 15 is the ninth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图16是本发明实施例中空心胎体结构示意图之十。Fig. 16 is the tenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图17是本发明实施例中空心胎体结构示意图之十一。Fig. 17 is the eleventh schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图18是本发明实施例中空心胎体结构示意图之十二。Fig. 18 is the twelveth schematic view of the hollow carcass structure in the embodiment of the present invention.

图19是本发明实施例中空心胎体结构示意图之十三。Fig. 19 is the thirteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图20是本发明实施例中空心胎体结构示意图之十四。Fig. 20 is the fourteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图21是本发明实施例中空心胎体结构示意图之十五。Fig. 21 is the fifteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图22是本发明实施例中空心胎体结构示意图之十六。Fig. 22 is the sixteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图23是本发明实施例中空心胎体结构示意图之十七。Fig. 23 is the seventeenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图24是本发明实施例中空心胎体结构示意图之十八。Fig. 24 is the eighteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图25是本发明实施例中空心胎体结构示意图之十九。Fig. 25 is the nineteenth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图26是本发明实施例中空心胎体结构示意图之二十。Fig. 26 is the twentieth schematic view of the hollow carcass structure in the embodiment of the present invention.

图27是本发明实施例中空心胎体结构示意图之二十一。Fig. 27 is the twenty-first schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图28是本发明实施例中空心胎体结构示意图之二十二。Fig. 28 is the twenty-second schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图29是本发明实施例中空心胎体结构示意图之二十三。Fig. 29 is the twenty-third schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图30是本发明实施例中空心胎体结构示意图之二十四。Fig. 30 is the twenty-fourth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图31是本发明实施例中空心胎体结构示意图之二十五。Fig. 31 is the twenty-fifth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图32是本发明实施例中空心胎体结构示意图之二十六。Fig. 32 is the twenty-sixth schematic view of the hollow carcass structure in the embodiment of the present invention.

图33是本发明实施例中空心胎体结构示意图之二十七。Fig. 33 is the twenty-seventh schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图34是本发明实施例中空心胎体结构示意图之二十八。Fig. 34 is the twenty-eighth schematic view of the hollow carcass structure in the embodiment of the present invention.

图35是本发明实施例中空心胎体结构示意图之二十九。Fig. 35 is the twenty-ninth schematic view of the hollow carcass structure in the embodiment of the present invention.

图36是本发明实施例中空心胎体结构示意图之三十。Fig. 36 is the thirty-thirtieth schematic view of the hollow carcass structure in the embodiment of the present invention.

图37是本发明实施例中空心胎体结构示意图之三十一。Fig. 37 is the thirty-first schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图38是本发明实施例中空心胎体结构示意图之三十二。Fig. 38 is the thirty-second schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图39是本发明实施例中空心胎体结构示意图之三十三。Fig. 39 is the thirty-third schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图40是本发明实施例中空心胎体结构示意图之三十四。Fig. 40 is the thirty-fourth schematic view of the hollow carcass structure in the embodiment of the present invention.

图41是本发明实施例中空心胎体结构示意图之三十五。Fig. 41 is the thirty-fifth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图42是本发明实施例中空心胎体结构示意图之三十六。Fig. 42 is the thirty-sixth schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图43是本发明实施例中空心胎体结构示意图之三十七。Fig. 43 is the thirty-seventh schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图44是本发明实施例中空心胎体结构示意图之三十八。Fig. 44 is the thirty-eighth schematic view of the hollow carcass structure in the embodiment of the present invention.

图45是本发明实施例中空心胎体结构示意图之三十九。Fig. 45 is the thirty-ninth schematic view of the hollow carcass structure in the embodiment of the present invention.

图46是本发明实施例中空心胎体结构示意图之四十。Fig. 46 is the fortieth schematic view of the hollow carcass structure in the embodiment of the present invention.

图47是本发明实施例中空心胎体结构示意图之四十一。Fig. 47 is the forty-first schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图48是本发明实施例中空心胎体结构示意图之四十二。Fig. 48 is the forty-second schematic diagram of the hollow carcass structure in the embodiment of the present invention.

图49是本发明实施例中锁紧件结构示意图之一。Fig. 49 is one of the structural schematic diagrams of the locking member in the embodiment of the present invention.

图50是本发明实施例中锁紧件结构示意图之二。Fig. 50 is the second structural schematic diagram of the locking member in the embodiment of the present invention.

(五)具体实施方式(5) Specific implementation methods

下面结合附图和实施例对本发明作进一步的说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

本发明如附图所示,包括钢筋砼1、空心胎体2,空心胎体2裹含在钢筋砼1中,多个空心胎体2相间排列,彼此之间为现浇钢筋砼肋3,空心胎体2为由外壁4围合形成有空腔5的空心胎体,其特征在于所述的空心胎体2上设置有锁紧件6,锁紧件6包括自锁紧孔7和自锁紧条或条带8,锁紧件6由锚固构件9锚固在空心胎体2内或锁紧件6与锚固在空心胎体2内的锚固构件9相连接。各附图中,1为钢筋砼,2为空心胎体,3为现浇钢筋砼肋,4为外壁,5为空腔,6为锁紧件,7为自锁紧孔,8为自锁紧条,9为锚固构件,以下各附图中,编号相同的,其说明相同。如图1所示,现浇钢筋砼空心板包括有钢筋砼1、空心胎体2,空心胎体2裹含在钢筋砼1中,多个空心胎体2相间排列,彼此之间为现浇钢筋砼肋3,空心胎体2为由外壁4围合形成有空腔5的空心胎体,空心胎体2上设置有锁紧件6,锁紧件6包括自锁紧孔7和自锁紧条8,锁紧件6由锚固构件9锚固在空心胎体2内或锁紧件6与锚固在空心胎体2内的锚固构件9相连接。图1、2、3、4、5、6为图7所示空心胎体2在钢筋砼1中的应用示意图。As shown in the accompanying drawings, the present invention includes a reinforced concrete 1 and a hollow carcass 2. The hollow carcass 2 is wrapped in the reinforced concrete 1. A plurality of hollow carcasses 2 are arranged alternately, and there are cast-in-place reinforced concrete ribs 3 between them. The hollow carcass 2 is a hollow carcass surrounded by an outer wall 4 to form a cavity 5, which is characterized in that the hollow carcass 2 is provided with a locking member 6, and the locking member 6 includes a self-locking hole 7 and a self-locking hole 7. The locking strip or strip 8 and the locking piece 6 are anchored in the hollow carcass 2 by the anchoring member 9 or the locking piece 6 is connected with the anchoring member 9 anchored in the hollow carcass 2 . In the drawings, 1 is reinforced concrete, 2 is hollow carcass, 3 is cast-in-place reinforced concrete rib, 4 is outer wall, 5 is cavity, 6 is locking piece, 7 is self-locking hole, 8 is self-locking Tight bar, 9 is anchor member, and among following each accompanying drawing, numbering is identical, and its description is identical. As shown in Figure 1, the cast-in-place reinforced concrete hollow slab includes a reinforced concrete 1 and a hollow carcass 2, the hollow carcass 2 is wrapped in the reinforced concrete 1, and a plurality of hollow carcasses 2 are arranged alternately, and each other is cast-in-place The reinforced concrete rib 3, the hollow carcass 2 is a hollow carcass surrounded by the outer wall 4 to form a cavity 5, the hollow carcass 2 is provided with a locking piece 6, and the locking piece 6 includes a self-locking hole 7 and a self-locking hole The tightening strip 8 and the locking piece 6 are anchored in the hollow carcass 2 by the anchoring member 9 or the locking piece 6 is connected with the anchoring member 9 anchored in the hollow carcass 2 . Figures 1, 2, 3, 4, 5 and 6 are schematic diagrams of the application of the hollow carcass 2 shown in Figure 7 in reinforced concrete 1.

本发明的特征还在于所述的锁紧件6为自锁紧条或条带8穿入自锁紧孔7后只能进不能退的单向锁紧件。如图8所示,其所述的锁紧件6为自锁紧条8穿入自锁紧孔7后只能进不能退的单向锁紧件。The present invention is also characterized in that the locking member 6 is a one-way locking member that can only advance but not retreat after the self-locking strip or strip 8 is inserted into the self-locking hole 7 . As shown in FIG. 8 , the locking member 6 is a one-way locking member that can only advance but not retreat after the self-locking strip 8 penetrates into the self-locking hole 7 .

本发明的特征还在于所述的自锁紧孔7固定在自锁紧条或条带8上。如图9所示,其所述的自锁紧孔7固定在自锁紧条8上。The present invention is also characterized in that said self-locking hole 7 is fixed on a self-locking strip or strip 8 . As shown in FIG. 9 , the self-locking hole 7 is fixed on the self-locking strip 8 .

本发明的特征还在于所述的自锁紧孔7固定在空心胎体2上。如图8、47、48所示,其所述的自锁紧孔7固定在空心胎体2上。The present invention is also characterized in that the self-locking hole 7 is fixed on the hollow carcass 2 . As shown in FIGS. 8 , 47 , and 48 , the self-locking holes 7 described above are fixed on the hollow carcass 2 .

本发明的特征还在于所述的自锁紧条或条带8固定在空心胎体2上。如图10、44所示,其所述的自锁紧条8固定在空心胎体2上。The present invention is also characterized in that said self-locking strips or strips 8 are fixed on the hollow carcass 2 . As shown in FIGS. 10 and 44 , its self-locking strip 8 is fixed on the hollow carcass 2 .

本发明的特征还在于所述的自锁紧条或条带8为分体的独立条带。如图8所示,其所述的自锁紧条8为分体的独立条带。The present invention is also characterized in that the self-locking strip or strip 8 is a split independent strip. As shown in FIG. 8 , the self-locking strip 8 is a split independent strip.

本发明的特征还在于所述的自锁紧孔7与自锁紧条或条带8是一体的。如图9所示,其所述的自锁紧孔7与自锁紧条8是一体的。The present invention is also characterized in that said self-locking holes 7 are integrated with self-locking strips or strips 8 . As shown in FIG. 9 , the self-locking hole 7 and the self-locking strip 8 are integrated.

本发明的特征还在于所述的自锁紧条或条带8上有条带颈缩节10。如图11所示,其所述的自锁紧条8上有条带颈缩节10。The invention is also characterized in that said self-locking strip or strip 8 has a strip necking 10 . As shown in FIG. 11 , there is a strip necking joint 10 on the self-locking strip 8 .

本发明的特征还在于所述的自锁紧孔7穿在自锁紧条或条带8上是可移动的。如图11所示,其所述的自锁紧孔7穿在自锁紧条8上是可移动的。The present invention is also characterized in that said self-locking holes 7 are movable through self-locking strips or straps 8 . As shown in FIG. 11 , the self-locking hole 7 is movable on the self-locking strip 8 .

本发明的特征还在于所述的自锁紧孔7与自锁紧条或条带8是分体的。如图12所示,其所述的自锁紧孔7与自锁紧条8是分体的。The present invention is also characterized in that the self-locking hole 7 and the self-locking strip or strip 8 are separated. As shown in FIG. 12 , the self-locking hole 7 and the self-locking bar 8 are separated.

本发明的特征还在于所述的空心胎体2的侧面外壁4或底面外壁4上设置有锁紧件6。如图12所示,其所述的空心胎体2的侧面外壁4上设置有锁紧件6。The present invention is also characterized in that a locking member 6 is arranged on the side outer wall 4 or the bottom outer wall 4 of the hollow carcass 2 . As shown in FIG. 12 , a locking member 6 is provided on the side outer wall 4 of the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的侧面外壁4上设置有悬挑的肋间距限宽件11。如图13所示,其所述的空心胎体2的侧面外壁4上设置有悬挑的肋间距限宽件11。The present invention is also characterized in that the side outer wall 4 of the hollow carcass 2 is provided with a cantilevered rib spacing width limiting member 11 . As shown in FIG. 13 , a cantilevered rib spacing width limiting member 11 is provided on the side outer wall 4 of the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的外壁4上设置有钢筋的垫条12或垫块13。如图14所示,其所述的空心胎体2的外壁4上设置有钢筋的垫条12,如图15所示,其所述的空心胎体2的外壁4上设置有垫块13。The present invention is also characterized in that the outer wall 4 of the hollow carcass 2 is provided with a reinforcing bar pad 12 or a spacer 13 . As shown in FIG. 14 , the outer wall 4 of the hollow carcass 2 is provided with a pad 12 of steel bars, and as shown in FIG. 15 , a spacer 13 is provided on the outer wall 4 of the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2为多面体。如图14所示,其所述的空心胎体2为多面体。The present invention is also characterized in that the hollow carcass 2 is a polyhedron. As shown in Fig. 14, the hollow carcass 2 is a polyhedron.

本发明的特征还在于所述的空心胎体2为六面体。如图15所示,其所述的空心胎体2为六面体。The present invention is also characterized in that the hollow carcass 2 is a hexahedron. As shown in Fig. 15, the hollow carcass 2 is a hexahedron.

本发明的特征还在于所述的外壁4或者锁紧件6的至少一个中设置有增强物14。如图16所示,其所述的外壁4中设置有增强物14。The present invention is also characterized in that at least one of the outer wall 4 or the locking member 6 is provided with a reinforcement 14 . As shown in FIG. 16 , reinforcements 14 are provided in the outer wall 4 .

本发明的特征还在于所述的外壁4或者锁紧件6中的增强物14彼此相连。如图16所示,其所述的外壁4中的增强物14彼此相连。The invention is also characterized in that said reinforcements 14 in the outer wall 4 or in the locking element 6 are connected to each other. As shown in Figure 16, the reinforcements 14 in the outer wall 4 are connected to each other.

本发明的特征还在于所述的增强物14露出空心胎体2外,并与现浇砼粘结形成整体。如图17所示,其所述的增强物14露出空心胎体2外,并与现浇砼粘结形成整体。The present invention is also characterized in that the reinforcement 14 is exposed outside the hollow carcass 2 and bonded with cast-in-place concrete to form a whole. As shown in Fig. 17, the reinforcement 14 is exposed outside the hollow carcass 2 and bonded with the cast-in-place concrete to form a whole.

本发明的特征还在于所述的空心胎体2上还设置有弧角15、倒角16、阴角17、凹槽18、凹坑19、孔洞20中的至少一个。如图18所示,其所述的空心胎体2上还设置有弧角15、凹槽18、凹坑19和孔洞20。The feature of the present invention is that the hollow carcass 2 is further provided with at least one of arc corners 15 , chamfers 16 , inner corners 17 , grooves 18 , pits 19 and holes 20 . As shown in FIG. 18 , arc angles 15 , grooves 18 , pits 19 and holes 20 are also provided on the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的外壁4的至少一个面上设置有十字形或者井字形或者米字形的凹槽18。如图19所示,其所述的空心胎体2的外壁4上设置有井字形的凹槽18。The present invention is also characterized in that at least one surface of the outer wall 4 of the hollow carcass 2 is provided with a groove 18 in the shape of a cross, a square or a square. As shown in FIG. 19 , the outer wall 4 of the hollow carcass 2 is provided with well-shaped grooves 18 .

本发明的特征还在于所述的空腔5中设置有加强件21。如图20所示,其所述的空腔5中设置有加强件21。The present invention is also characterized in that the cavity 5 is provided with a reinforcement 21 . As shown in FIG. 20 , the cavity 5 is provided with a reinforcement 21 .

本发明的特征还在于所述的加强件21为预制的空心杆件,空心杆件的两端口与外壁4外部相连通,形成连通的孔洞20,现浇砼进入孔洞20内,与空心杆形成了叠合的杆件。如图21所示,其所述的加强件21为预制的空心杆件,空心杆件的两端口与外壁4外部相连通,形成连通的孔洞20,现浇砼进入孔洞20内,可与空心杆形成叠合的杆件。The present invention is also characterized in that the reinforcing member 21 is a prefabricated hollow rod, and the two ports of the hollow rod communicate with the outside of the outer wall 4 to form a connected hole 20. The cast-in-place concrete enters the hole 20 and forms a joint with the hollow rod. Folded rods. As shown in Figure 21, the reinforcing member 21 is a prefabricated hollow rod, and the two ports of the hollow rod communicate with the outside of the outer wall 4 to form a connected hole 20. The cast-in-place concrete enters the hole 20 and can be connected with the hollow The rods form a stacked rod.

本发明的特征还在于所述的空心胎体2上设置的凹槽18与空心杆件21的浇注口孔洞20连接相通。如图22所示,其所述的空心胎体2上设置的凹槽18与空心杆件21的浇注口孔洞20连接相通。The present invention is also characterized in that the groove 18 provided on the hollow carcass 2 communicates with the sprue hole 20 of the hollow rod 21 . As shown in FIG. 22 , the groove 18 provided on the hollow carcass 2 communicates with the sprue hole 20 of the hollow rod 21 .

本发明的特征还在于所述的外壁4为平板、弧板、折板、波纹板或其组合的胎壁。如图23所示,其所述的四周外壁4为弧板胎壁。The present invention is also characterized in that the outer wall 4 is a tire wall of a flat plate, an arc plate, a folded plate, a corrugated plate or a combination thereof. As shown in Figure 23, its described peripheral outer wall 4 is an arc plate tire wall.

本发明的特征还在于所述的空心胎体2的外壁4上设置有至少一个活动的可拆卸式连接盖板22,或者盖板22上有增强物14露出,并与现浇砼粘结形成整体。如图24所示,其所述的空心胎体2的外壁4上设置有活动的可拆卸式连接盖板22,盖板22上有增强物14露出,并与现浇砼粘结形成整体。The present invention is also characterized in that the outer wall 4 of the hollow carcass 2 is provided with at least one movable detachable connection cover plate 22, or the reinforcement 14 is exposed on the cover plate 22, and is bonded with cast-in-place concrete to form overall. As shown in Figure 24, the outer wall 4 of the hollow carcass 2 is provided with a movable detachable connecting cover plate 22, the reinforcement 14 is exposed on the cover plate 22, and is bonded with cast-in-place concrete to form a whole.

本发明的特征还在于所述的连接盖板22上设置有与空心胎体2连接吻合的连接件23。如图25所示,其所述的连接盖板22上设置有与空心胎体2连接吻合的连接件23。The present invention is also characterized in that the connecting cover plate 22 is provided with a connecting piece 23 that matches the hollow carcass 2 . As shown in FIG. 25 , the connecting cover plate 22 is provided with a connecting piece 23 that matches the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的底面向外伸出有挑板24,挑板24上设置有锁紧件6,空心胎体2的底面与钢筋砼空心板的底面齐平。如图26、45、46所示,其所述的空心胎体2的底面向外伸出有挑板24,挑板24上设置有锁紧件6,在空心板中空心胎体2的底面与钢筋砼空心板的底面齐平。The present invention is also characterized in that the bottom surface of the hollow carcass 2 protrudes outwards with a pick plate 24, the pick plate 24 is provided with a locking member 6, and the bottom surface of the hollow carcass 2 is flush with the bottom surface of the reinforced concrete hollow slab. . As shown in Figures 26, 45, and 46, the bottom surface of the hollow carcass 2 protrudes outwards with a pick plate 24, and the pick plate 24 is provided with a locking member 6, and the bottom surface of the hollow carcass 2 in the hollow plate flush with the bottom surface of the reinforced concrete hollow slab.

本发明的特征还在于所述的空心胎体2上设置有接线盒25、电线管26、风管27或者水管28中的至少一个。如图27所示,其所述的空心胎体2上设置有接线盒25和电线管26,如图28所示,其所述的空心胎体2上设置有风管27和水管28。The present invention is also characterized in that the hollow carcass 2 is provided with at least one of a junction box 25 , a wire duct 26 , an air duct 27 or a water duct 28 . As shown in FIG. 27 , the hollow carcass 2 is provided with a junction box 25 and an electrical conduit 26 . As shown in FIG. 28 , an air duct 27 and a water pipe 28 are provided on the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的空腔5内局部或全部填充有轻质材料29。如图29所示,其所述的空心胎体2的空腔5内全部填充有轻质材料29。The present invention is also characterized in that the cavities 5 of the hollow carcass 2 are partially or completely filled with lightweight materials 29 . As shown in FIG. 29 , the cavities 5 of the hollow carcass 2 are all filled with lightweight materials 29 .

本发明的特征还在于所述的空心胎体2上设置有凸台模块30。如图30所示,其所述的空心胎体2上设置有凸台模块30。The present invention is also characterized in that the hollow carcass 2 is provided with a boss module 30 . As shown in FIG. 30 , the hollow carcass 2 is provided with a boss module 30 .

本发明的特征还在于所述的凸台模块30为粘接、焊接、铆接、承插、卡套、螺栓连接固定于空心胎体2上,或者凸台模块30与空心胎体2为一体成型的整体。如图31所示,其所述的凸台模块30为铆接连接固定于空心胎体2上。The present invention is also characterized in that the boss module 30 is fixed on the hollow carcass 2 by bonding, welding, riveting, socket, ferrule, or bolt connection, or the boss module 30 and the hollow carcass 2 are integrally formed. Overall. As shown in FIG. 31 , the boss module 30 is riveted and fixed on the hollow carcass 2 .

本发明的特征还在于所述的空心胎体2的外壁4上设置有条状或板状的轻质材料29的叠合层。如图32所示,其所述的空心胎体2的外壁4上设置有板状的轻质材料29的叠合层。The present invention is also characterized in that the outer wall 4 of the hollow carcass 2 is provided with a laminated layer of strip-shaped or plate-shaped lightweight material 29 . As shown in FIG. 32 , the outer wall 4 of the hollow carcass 2 is provided with laminated layers of plate-shaped lightweight materials 29 .

本发明的特征还在于两个以上的空心胎体2可连体组成单向、双向或多向的胎模组件。如图33所示,其所述的两个空心胎体2连体组成单向的胎模组件。The present invention is also characterized in that more than two hollow carcass 2 can be joined together to form a unidirectional, bidirectional or multidirectional tire mold assembly. As shown in FIG. 33 , the two hollow carcass 2 connected together form a unidirectional tire mold assembly.

本发明的特征还在于所述的空心胎体2上设置有连接件23伸出。如图34所示,其所述的空心胎体2上设置有连接件23伸出。The present invention is also characterized in that the hollow carcass 2 is provided with a connecting piece 23 extending out. As shown in FIG. 34 , the hollow carcass 2 is provided with a connecting piece 23 extending out.

本发明的特征还在于所述的空心胎体2上设置有撑脚31。如图35所示,其所述的空心胎体2上设置有撑脚31。The present invention is also characterized in that the hollow carcass 2 is provided with supporting feet 31 . As shown in FIG. 35 , the hollow carcass 2 is provided with supporting feet 31 .

本发明的特征还在于所述的撑脚31为固定脚或者活动脚。如图35所示,其所述的撑脚31为固定脚。The present invention is also characterized in that the support feet 31 are fixed feet or movable feet. As shown in FIG. 35 , the supporting feet 31 are fixed feet.

本发明的特征还在于所述的活动撑脚31为分体脚。如图36所示,其所述的活动撑脚31为分体脚。The present invention is also characterized in that the movable support foot 31 is a split foot. As shown in Figure 36, its described movable support foot 31 is split foot.

本发明的特征还在于所述的撑脚31为砂浆硬质脚、砼脚或者塑料脚。如图36所示,其所述的撑脚31为砂浆硬质脚。The present invention is also characterized in that the support feet 31 are mortar hard feet, concrete feet or plastic feet. As shown in Figure 36, its described supporting foot 31 is the hard foot of mortar.

本发明的特征还在于所述的钢筋砼空心板中设置有暗梁32或/和明梁33。如图6所示,其所述的钢筋砼空心板中设置有暗梁32和明梁33。The present invention is also characterized in that a hidden beam 32 or/and an exposed beam 33 are arranged in the reinforced concrete hollow slab. As shown in FIG. 6 , hidden beams 32 and exposed beams 33 are arranged in the reinforced concrete hollow slab.

图37是图7中锁紧件6的使用状态部分剖面图,图中34为钢筋,图示为空心胎体由锁紧件6锁紧在钢筋34上,以防止空心胎体上浮和移位。Figure 37 is a partial cross-sectional view of the locking member 6 in Figure 7, in which 34 is a steel bar, and the illustration shows that the hollow carcass is locked on the steel bar 34 by the locking member 6 to prevent the hollow carcass from floating and shifting .

图38是图8中锁紧件6的使用状态部分剖面图,图中34为钢筋,图示为空心胎体由锁紧件6锁紧在钢筋34上,以防止空心胎体上浮和移位。Figure 38 is a partial cross-sectional view of the locking member 6 in Figure 8, in which 34 is a steel bar, and the illustration shows that the hollow carcass is locked on the steel bar 34 by the locking member 6 to prevent the hollow carcass from floating and shifting .

图39是图9中锁紧件6的使用状态部分剖面图,图中34为钢筋,图示为空心胎体由锁紧件6锁紧在钢筋34上,以防止空心胎体上浮和移位。Figure 39 is a partial cross-sectional view of the locking member 6 in Figure 9, in which 34 is a steel bar, and the illustration shows that the hollow carcass is locked on the steel bar 34 by the locking member 6 to prevent the hollow carcass from floating and shifting .

图40是图10中锁紧件6的使用状态部分剖面图,图中34为钢筋,图示为空心胎体由锁紧件6锁紧在钢筋34上,以防止空心胎体上浮和移位。Figure 40 is a partial cross-sectional view of the use state of the locking member 6 in Figure 10, in which 34 is a steel bar, and the illustration shows that the hollow carcass is locked on the steel bar 34 by the locking member 6 to prevent the hollow carcass from floating and shifting .

图41是图11中锁紧件6的使用状态部分剖面图,图中35为施工用模板,图示为空心胎体由锁紧件6锁紧在模板35上,以防止空心胎体上浮和移位。Figure 41 is a partial cross-sectional view of the use state of the locking member 6 in Figure 11, in which 35 is a template for construction, and the illustration shows that the hollow carcass is locked on the template 35 by the locking member 6 to prevent the hollow carcass from floating and shift.

图42是图12中锁紧件6的使用状态部分剖面图,图中35为施工用模板,图示为空心胎体由锁紧件6锁紧在模板35上,以防止空心胎体上浮和移位。Figure 42 is a partial sectional view of the use state of the locking member 6 in Figure 12, in which 35 is a template for construction, and the illustration shows that the hollow carcass is locked on the template 35 by the locking member 6 to prevent the hollow carcass from floating and shift.

图43是图11中锁紧件6的使用状态部分剖面图,图中35为施工用模板,32为现浇砼,图示为空心胎体由锁紧件6锁紧在模板35上,以防止空心胎体上浮和移位,在现浇砼凝结硬化后,用力扯断条带8,条带8在颈缩节10处将被扯断,拆除模板35后,现浇砼表面将不留痕迹,或在有痕迹部位修补一下即可,操作非常简单、方便,施工成本低。Figure 43 is a partial cross-sectional view of the use state of the locking member 6 in Figure 11, in which 35 is a construction formwork, and 32 is cast-in-place concrete. The illustration shows that the hollow carcass is locked on the template 35 by the locking member 6, so To prevent the hollow carcass from floating and shifting, after the cast-in-place concrete solidifies and hardens, the strip 8 will be torn off by force, and the strip 8 will be torn off at the constriction joint 10. After the formwork 35 is removed, the surface of the cast-in-place concrete will not remain Traces, or just repair the traces, the operation is very simple and convenient, and the construction cost is low.

图49是锁紧件6的剖面示意图。FIG. 49 is a schematic cross-sectional view of the locking member 6 .

图50是锁紧件6的又一结构示意图,其自锁紧孔7构件上有一在槽内可移动的小圆杆,可随着自锁紧条带8在自锁紧孔7内的移动而移动,并锁紧条带8。Fig. 50 is another schematic diagram of the structure of the locking member 6. There is a small round rod movable in the groove on the member of the self-locking hole 7, which can move along with the movement of the self-locking strip 8 in the self-locking hole 7. And move, and lock strip 8.

本发明实施时,先按施工要求安装支架或模板,铺设空心胎体2,再铺设钢筋或暗梁32或明梁33的钢筋,以及各种管线预埋件,并用锁紧件6将空心胎体2锁紧固定,验收合格后浇注砼,待砼凝结硬化后,养护至规定龄期,拆模即得现浇钢筋砼空心板。During the implementation of the present invention, first install the support or formwork according to the construction requirements, lay the hollow carcass 2, then lay the steel bars or the steel bars of the hidden beam 32 or the open beam 33, and various pipeline embedded parts, and use the locking part 6 to lock the hollow tire. The body 2 is locked and fixed, and the concrete is poured after passing the acceptance inspection. After the concrete is solidified and hardened, it is cured to the specified age, and the formwork is removed to obtain the cast-in-place reinforced concrete hollow slab.

Claims (42)

1. concrete hollow board, comprise steel bar concrete (1), hollow matrix (2), hollow matrix (2) is wrapped up in and is contained in the steel bar concrete (1), a plurality of hollow matrixes (2) alternately, be cast-in-situ reinforced concrete rib (3) each other, hollow matrix (2) is for to surround the hollow matrix that is formed with cavity (5) by outer wall (4), it is characterized in that described hollow matrix (2) is provided with locking member (6), locking member (6) comprises self-locking tieholen (7) and self-locking bar (8), and locking member (6) is connected by the anchorage element (9) that anchorage element (9) is anchored in the hollow matrix (2) or locking member (6) is interior with being anchored at hollow matrix (2).
2. concrete hollow board according to claim 1 is characterized in that described locking member (6) is can only advance the one-way locking spare that can not move back after self-locking bar (8) penetrates self-locking tieholen (7).
3. concrete hollow board according to claim 1 is characterized in that described self-locking tieholen (7) is fixed on the self-locking bar (8).
4. concrete hollow board according to claim 1 is characterized in that described self-locking tieholen (7) is fixed on the hollow matrix (2).
5. concrete hollow board according to claim 4 is characterized in that described self-locking bar (8) is fixed on the hollow matrix (2).
6. concrete hollow board according to claim 4 is characterized in that described self-locking bar (8) is the independent band of split.
7. concrete hollow board according to claim 1 is characterized in that described self-locking tieholen (7) and self-locking bar (8) are one.
8. concrete hollow board according to claim 1 is characterized in that having on the described self-locking bar (8) band constriction joint (10).
9. concrete hollow board according to claim 1 is characterized in that it is movably that described self-locking tieholen (7) is through on the self-locking bar (8).
10. concrete hollow board according to claim 1 is characterized in that described self-locking tieholen (7) and self-locking bar (8) are splits.
11. concrete hollow board according to claim 1 is characterized in that the side outer wall (4) of hollow matrix (2) or bottom surface outer wall (4) are provided with locking member (6).
12. concrete hollow board according to claim 1 is characterized in that the side outer wall (4) of hollow matrix (2) is provided with the rib spacing limit for width part (11) of encorbelmenting.
13. concrete hollow board according to claim 1 is characterized in that the outer wall (4) of hollow matrix (2) is provided with the filler strip (12) or the cushion block (13) of reinforcing bar.
14. concrete hollow board according to claim 1 is characterized in that described hollow matrix (2) is a polyhedron.
15. concrete hollow board according to claim 1 is characterized in that described hollow matrix (2) is a hexahedron.
16., it is characterized in that being provided with reinforce (14) at least one of outer wall (4) or locking member (6) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
17. concrete hollow board according to claim 16 is characterized in that the reinforce (14) in outer wall (4) or the locking member (6) is connected with each other.
18. concrete hollow board according to claim 16 is characterized in that described reinforce (14) exposes outside the hollow matrix (2), and is bonded to integral body with Cast-in-place concrete.
19., it is characterized in that also being provided with on the described hollow matrix (2) at least one in arc angle (15), chamfering (16), inner corner trim (17), groove (18), pit (19), the hole (20) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
20. concrete hollow board according to claim 19 is characterized in that at least one face of the outer wall (4) of hollow matrix (2) is provided with the groove (18) of cross or groined type or M shape.
21. concrete hollow board according to claim 19 is characterized in that being provided with in the described cavity (5) reinforcement (21).
22. concrete hollow board according to claim 21, it is characterized in that described reinforcement (21) is prefabricated hollow rod member, the two-port of hollow rod member is connected with outer wall (4) outside, form the hole (20) that is communicated with, Cast-in-place concrete enters in the hole (20), has formed superimposed rod member with hollow stem.
23. concrete hollow board according to claim 22 is characterized in that groove (18) that described hollow matrix (2) go up to be provided with is connected with the sprue gate hole (20) of hollow rod member (21) to communicate.
24., it is characterized in that the tyre sidewall of outer wall (4) for flat board, arc plate, flap, corrugated sheet or its combination according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
25., it is characterized in that the outer wall (4) of described hollow matrix (2) is provided with the detachable connection cover plate (22) of at least one activity according to the described a kind of hollow block for filling concrete of arbitrary claim in the claim 1 to 15.
26. a kind of hollow block for filling concrete according to claim 25 is characterized in that having reinforce (14) to expose on the movable detachable connection cover plate (22), and forms whole with the Cast-in-place concrete bonding.
27. being provided with, concrete hollow board according to claim 25, the detachable connection cover plate (22) that it is characterized in that described activity be connected the connector (23) that coincide with hollow matrix (2).
28. according to the described concrete hollow board of arbitrary claim in the claim 1 to 15, it is characterized in that the bottom surface of described hollow matrix (2) is protruding has bridging piece (24), a bridging piece
(24) be provided with locking member (6), the bottom surface of hollow matrix (2) flushes with the bottom surface of concrete hollow board.
29., it is characterized in that described hollow matrix (2) is provided with at least one in junction box (25), conduit (26), airduct (27) or the water pipe (28) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
30., it is characterized in that the interior part of cavity (5) of described hollow matrix (2) is filled with light material (29) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
31., it is characterized in that all being filled with light material (29) in the cavity (5) of described hollow matrix (2) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
32., it is characterized in that described hollow matrix (2) is provided with boss module (30) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
33. concrete hollow board according to claim 32 is characterized in that described boss module (30) is connected and fixed on the hollow matrix (2) for bonding, welding, riveted joint, socket joint, cutting ferrule, bolt.
34. concrete hollow board according to claim 32 is characterized in that the integral body that described boss module (30) and hollow matrix (2) are formed in one.
35. according to the described concrete hollow board of arbitrary claim in the claim 1 to 15, the outer wall (4) that it is characterized in that hollow matrix (2) is provided with the overlapping layers of strip or tabular light material (29).
36. according to the described concrete hollow board of arbitrary claim in the claim 1 to 15, it is characterized in that plural hollow matrix (2) but disjunctor is formed unidirectional core assembly.
37., it is characterized in that described hollow matrix (2) is provided with connector (23) and stretches out according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
38., it is characterized in that described hollow matrix (2) is provided with spike (31) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
39., it is characterized in that described spike (31) is fixing feet or movable pin according to the described concrete hollow board of claim 38.
40., it is characterized in that described spike (31) is the split pin according to the described concrete hollow board of claim 38.
41., it is characterized in that described spike (31) is mortar hard pin, concrete pin or plastic foot according to the described concrete hollow board of claim 38.
42., it is characterized in that being provided with dark beam (32) in the described concrete hollow board or/and bright beam (33) according to the described concrete hollow board of arbitrary claim in the claim 1 to 15.
CN 200410104245 2004-12-18 2004-12-18 Hollow reinforced concrete slab Expired - Fee Related CN1789608B (en)

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CN107237436B (en) * 2017-05-31 2019-07-30 上海二十冶建设有限公司 A kind of method of temporarily fixing when cavity floor is constructed

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CN1356440A (en) * 2001-11-23 2002-07-03 邱则有 Floor with space structure
CN2526383Y (en) * 2002-04-30 2002-12-18 邱则有 3-D force bearing form for reinforcing bar concrete
CN1548673A (en) * 2003-05-12 2004-11-24 邱则有 Cast-in-situ reinforced concrete hollow slab
CN1548683A (en) * 2003-05-06 2004-11-24 邱则有 Cast-in-place concrete filling pore-forming moulding bed component and application thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2214376Y (en) * 1995-01-09 1995-12-06 杜向东 Anti-forge recognition cap for package iron pail
CN2322449Y (en) * 1998-01-06 1999-06-09 东莞艺爵包装盒有限公司 anti-theft watch box
CN1356440A (en) * 2001-11-23 2002-07-03 邱则有 Floor with space structure
CN2526383Y (en) * 2002-04-30 2002-12-18 邱则有 3-D force bearing form for reinforcing bar concrete
CN1548683A (en) * 2003-05-06 2004-11-24 邱则有 Cast-in-place concrete filling pore-forming moulding bed component and application thereof
CN1548673A (en) * 2003-05-12 2004-11-24 邱则有 Cast-in-situ reinforced concrete hollow slab

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