CN1320231C - a cavity component - Google Patents
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- CN1320231C CN1320231C CNB031467504A CN03146750A CN1320231C CN 1320231 C CN1320231 C CN 1320231C CN B031467504 A CNB031467504 A CN B031467504A CN 03146750 A CN03146750 A CN 03146750A CN 1320231 C CN1320231 C CN 1320231C
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Abstract
Description
(一)技术领域(1) Technical field
本发明涉及一种空腔构件。The present invention relates to a cavity member.
(二)背景技术(2) Background technology
目前,砖混结构和钢筋混凝土结构的建筑物大部份采用预制空心板作为楼盖板,这种楼盖板具有施工速度快,造价低等优点。但由于相邻两块预制空心板之间没有牢固连结,仅用水泥砂浆填缝,因而整体性差,不利于抗震,而且经常出现缝隙开裂、渗水等现象。为了解决上述问题,很多楼宇采用了现浇砼楼板(实心、空心)的方法,虽然解决了抗震和开裂等问题,但施工时要大量使用模板,不但增加了费用,而且减缓了施工速度,延长了工期。申请号为00203695.9的“一种组合砼肋楼盖板”实用新型专利,它是由预制薄板、模壳、暗肋、上板组成,各预制薄板间隔放置,在预制薄板之上固定有模壳,相邻预制薄板或模壳之间设有暗肋,上板覆盖在模壳之上,并与暗肋连接为一体。这种楼盖板虽能节省大量模板,加快施工进程,但由于模壳与预制薄板是分开的,其强度和刚度相应较差,因而存在模壳易破裂的问题,同时,模壳固定在预制薄板之上未涉及到具体的固定方式,因而现场固定较困难。而专利号为93206310.1的模壳构件实用新型专利,它由侧壁与模壳上板构成空腔模壳再与下底板连接形成全封闭空腔多面体结构,其内有预制加强肋,使用时将构件置于楼层间的支撑物之上,现浇主肋、模壳构件之间彼此粘结形成整体。该种构件使用时,纯粹是一种预制填充构件,模壳体内的加强肋仅用于支承模壳,不能参与楼盖的整体受力。且应用在较大空间结构楼盖时,其受力性能随之也相应变差,现浇主肋之间无次肋连接,因而使主肋的尺寸需相应变大,或主肋的数量增加,造成材料用量增加,成本增加。为此,申请人于2001年11月15日申请了公开号为CN1349028A、名称为“一种空间结构楼盖用组合肋空腔构件”发明专利,它公开的空腔构件包括有模壳和结构底板,空腔模壳与结构底板连接成整体,其特征在于结构底板上至少有2个空腔模壳相间排列,其侧面与结构底板构成至少一条现浇结构次肋模腔,空腔模壳的其它外侧面构成现浇结构主肋或梁或墙的侧模板。这样,由于在现有技术基础上,结构底板上有至少2个空腔模壳和至少1条现浇结构次肋模腔,在空腔构件应用于楼盖结构时,在结构底板上就能形成现浇砼结构次肋,共同参与结构底板、主肋、上板的受力,形成双向主肋次肋受力结构,不仅解决了现有技术中存在的问题,而且还进一步提高了楼盖的整体性能、抗震性能,减少了楼盖的厚度,减轻了结构自重,降低了成本。但是这种空腔构件应用于空心楼盖后,由于所形成的现浇砼肋均为矩形的肋,其受力性能不很合理,往往需增大肋的截面尺寸,增加钢筋及砼用量,增加楼盖的成本,因此,研制一种新型的空腔构件已为急需。At present, most buildings with brick-concrete structure and reinforced concrete structure use prefabricated hollow slabs as floor slabs, which have the advantages of fast construction speed and low cost. However, because there is no firm connection between two adjacent prefabricated hollow slabs, only cement mortar is used to fill the joints, so the integrity is poor, which is not conducive to earthquake resistance, and cracks and water seepage often occur in the gaps. In order to solve the above problems, many buildings adopt the method of cast-in-place concrete floor slabs (solid and hollow). Although the problems of earthquake resistance and cracking have been solved, a large number of templates are used during construction, which not only increases the cost, but also slows down the construction speed and prolongs the construction period. deadline. Application No. 00203695.9 is a utility model patent for "a combined concrete rib floor slab". It is composed of prefabricated thin plates, formwork shells, hidden ribs, and upper plates. The prefabricated thin plates are placed at intervals, and the formwork is fixed on the prefabricated thin plates. , There are hidden ribs between adjacent prefabricated thin plates or formwork shells, and the upper plate covers the formwork shells and is connected with the hidden ribs as a whole. Although this kind of floor slab can save a lot of formwork and speed up the construction process, because the formwork is separated from the prefabricated thin plate, its strength and rigidity are relatively poor, so there is a problem that the formwork is easy to break. At the same time, the formwork is fixed on the prefabricated sheet. There is no specific fixing method involved on the thin plate, so it is difficult to fix on site. The patent No. 93206310.1 is a utility model patent for formwork components. It consists of a side wall and a formwork upper plate to form a cavity formwork and then connects with the lower base plate to form a fully enclosed cavity polyhedron structure. There are prefabricated reinforcing ribs in it. The components are placed on the supports between the floors, and the cast-in-place main ribs and formwork components are bonded to each other to form a whole. When this kind of component is used, it is purely a prefabricated filling component, and the reinforcing ribs in the formwork are only used to support the formwork, and cannot participate in the overall stress of the floor. And when it is applied to a large space structure floor, its mechanical performance will be correspondingly worse, and there is no secondary rib connection between the cast-in-place main ribs, so the size of the main ribs needs to be increased accordingly, or the number of main ribs increases , resulting in an increase in material consumption and cost. For this reason, the applicant applied for a publication number of CN1349028A on November 15, 2001, and the name is called "A Composite Rib Cavity Member for a Space Structure Floor". The cavity member disclosed by it includes formwork and structure The bottom plate, the cavity formwork and the structural bottom plate are connected as a whole. It is characterized in that there are at least two cavity formworks arranged alternately on the structural bottom plate, and its side and the structural bottom plate form at least one cast-in-place structural secondary rib cavity. The cavity formwork The other outer side of the cast-in-place structure constitutes the main rib or beam or side formwork of the wall. In this way, on the basis of the prior art, there are at least two cavity formwork shells and at least one cast-in-place structural secondary rib cavity on the structural base plate, when the cavity components are applied to the floor structure, the structural base plate can The secondary ribs of the cast-in-place concrete structure are formed, which jointly participate in the stress of the structural bottom, main ribs, and upper slabs, forming a two-way main rib and secondary rib stress structure, which not only solves the problems existing in the prior art, but also further improves the floor. The overall performance and seismic performance are improved, the thickness of the floor is reduced, the weight of the structure is reduced, and the cost is reduced. However, after this kind of cavity member is applied to the hollow floor, since the formed cast-in-place concrete ribs are all rectangular ribs, its mechanical performance is not very reasonable. It is often necessary to increase the cross-sectional size of the ribs and increase the amount of steel bars and concrete. Increase the cost of the floor, therefore, it is urgent to develop a new cavity component.
(三)发明内容(3) Contents of the invention
本发明的目的在于提供一种空腔构件,应用于空心楼盖后,具有改善楼盖的力学性能、减少现浇砼肋的截面尺寸、减少钢筋及砼用量、降低楼盖成本等特点,同时空腔构件还具有强度高、不易破损、施工方便、成本低等特点。The purpose of the present invention is to provide a cavity component, which has the characteristics of improving the mechanical properties of the floor, reducing the cross-sectional size of cast-in-place concrete ribs, reducing the amount of steel bars and concrete, and reducing the cost of the floor after being applied to the hollow floor. The cavity component also has the characteristics of high strength, not easy to break, convenient construction, and low cost.
本发明的解决方案是在现有技术的基础上,包括有空腔模壳、底板,空腔模壳与底板连接成整体,底板上至少有2个空腔模壳相间排列,其底板上的相邻空腔模壳的相对设置侧面与底板构成至少一条现浇结构次肋模腔,空腔模壳的其它不相对设置的外侧面构成现浇结构主肋或梁或墙的侧模板,其特征在于空腔模壳与底板接触部位的至少一边为内缩凹槽。这样,由于在空腔模壳与底板接触部位设置为内缩凹槽,在空腔构件应用于空心楼盖后,现浇砼肋形成了倒T形肋,其横截面形状由矩形变成了倒T形,因而楼盖的力学性能大大改善,可减少现浇砼肋的截面尺寸,减少钢筋及砼用量,降低楼盖成本,较好地解决了现有技术中存在的问题,从而达到了本发明的目的,同时空腔构件还具强度高、不易破损、施工方便、成本低等特点,适用于各种现浇钢筋砼或预应力钢筋砼的空心楼盖、屋盖、基础底板、墙体或空腹桥梁使用,特别适用于空心无梁楼盖使用。The solution of the present invention is based on the prior art, including a cavity formwork and a base plate, the cavity formwork and the base plate are connected as a whole, and at least two cavity formworks are arranged alternately on the base plate, and the The opposite side of the adjacent cavity formwork and the bottom plate form at least one cast-in-place structural secondary rib cavity, and the other non-opposite outer sides of the cavity formwork form the side formwork of the main rib or beam or wall of the cast-in-place structure. It is characterized in that at least one side of the contact portion between the cavity formwork and the bottom plate is a retracted groove. In this way, since the contact part between the cavity formwork and the bottom plate is set as a retracted groove, after the cavity component is applied to the hollow floor, the cast-in-place concrete rib forms an inverted T-shaped rib, and its cross-sectional shape changes from a rectangle to a T-shaped rib. Inverted T shape, so the mechanical properties of the floor are greatly improved, the cross-sectional size of the cast-in-place concrete rib can be reduced, the amount of steel and concrete used can be reduced, the cost of the floor can be reduced, and the problems existing in the prior art are better solved, thereby achieving The purpose of the present invention, while the cavity member also has the characteristics of high strength, not easy to break, convenient construction, low cost, etc., it is suitable for hollow floors, roofs, foundation floors, walls and so on of various cast-in-place reinforced concrete or prestressed reinforced concrete. It can be used for body or vierendeel bridges, especially for hollow girderless floors.
本发明的特征还在于空腔模壳与底板的接触部位全部为内缩凹槽。这样,当空腔构件应用于现浇砼楼盖中时,砼浇入内缩凹槽中,现浇砼肋全部形成了倒T形肋,提高了现浇砼结构的力学性能,同时,砼将空腔模壳完全嵌固,大大减少了现浇砼结构开裂的机率。The present invention is also characterized in that the contact parts between the cavity formwork and the bottom plate are all indented grooves. In this way, when the cavity component is applied to the cast-in-place concrete floor, the concrete is poured into the indented groove, and the cast-in-place concrete ribs all form inverted T-shaped ribs, which improves the mechanical properties of the cast-in-place concrete structure. The cavity formwork is completely embedded, which greatly reduces the probability of cracking of the cast-in-place concrete structure.
本发明的特征还在于所述的凹槽为弧形凹槽。这样,当空腔构件应用于现浇砼楼盖中时,现浇砼可顺利地沿弧形凹槽浇入,解决了现浇砼结构内部浇筑不密实、易形成空鼓、气泡等现象,同时也消除了应力集中现象。The present invention is also characterized in that the groove is an arc groove. In this way, when the cavity component is applied to the cast-in-place concrete floor, the cast-in-place concrete can be poured smoothly along the arc-shaped groove, which solves the phenomenon that the pouring of the cast-in-place concrete structure is not dense, and it is easy to form empty drums and air bubbles. Stress concentration is also eliminated.
本发明的特征还在于所述的相邻空腔模壳的次肋模腔中设置有至少一个撑拉件,将相邻空腔模壳彼此连接。这样,由于在相邻空腔模壳的次肋模腔中设置有撑拉件,将相邻模壳彼此连接,空腔构件中的空腔模壳通过撑拉件彼此相互牵扯,因而空腔构件的强度与刚度更大,抗冲击性能更好,其底板更不易折断,搬运与施工更方便。The present invention is also characterized in that at least one brace member is provided in the secondary rib cavity of the adjacent cavity formworks to connect the adjacent cavity formworks to each other. In this way, since the braces are arranged in the secondary rib mold cavities of the adjacent cavity mold shells, the adjacent mold shells are connected to each other, and the cavity mold shells in the cavity members are pulled by each other through the brace pieces, so the cavity The strength and rigidity of the components are greater, the impact resistance is better, the bottom plate is less likely to break, and the handling and construction are more convenient.
本发明的特征还在于所述的撑拉件为杆件、索、墩、管、小管板或者片件中的至少一种。这样,撑拉件材质和构造的多样化可满足产品的不同设计要求,并可根据不同需要,采用最合理的方式连接。The present invention is also characterized in that the said brace is at least one of rods, cables, piers, tubes, small tube sheets or sheets. In this way, the diversification of the materials and structures of the braces can meet different design requirements of products, and can be connected in the most reasonable way according to different needs.
本发明的特征还在于所述的撑拉件为易断构造的易折断件。这样,在空腔构件安装完毕后,可十分方便简单地折断撑拉件,以方便钢筋的布设施工,加快施工速度。The present invention is also characterized in that the stretching member is a breakable member with a breakable structure. In this way, after the cavity member is installed, the support member can be broken off very conveniently and simply, so as to facilitate the laying and construction of the steel bar and speed up the construction.
本发明的特征还在于所述的撑拉件为活动件或可拆卸件。这样,活动或可拆卸的撑拉件可在空腔构件安装完毕后,拆卸回收,既可完成防止底板断裂或开裂的功能,又可回收二次使用,节约空腔构件的生产成本。The present invention is also characterized in that the said stretching member is a movable part or a detachable part. In this way, the movable or detachable support parts can be disassembled and recovered after the cavity component is installed, which can not only complete the function of preventing the bottom plate from breaking or cracking, but also can be recycled for secondary use, saving the production cost of the cavity component.
本发明的特征还在于所述的撑拉件是可抽出的充填物。这样,在空腔构件应用于现浇砼结构中时,安装后,即可快速抽出撑拉件,提高了施工速度,并且撑拉件可回收二次使用,大大降低了空腔构件的制作成本。The invention is also characterized in that said stretcher is a withdrawable filling. In this way, when the cavity component is applied to the cast-in-place concrete structure, after installation, the support piece can be pulled out quickly, which improves the construction speed, and the support piece can be recycled for secondary use, greatly reducing the production cost of the cavity component .
本发明的特征还在于所述的底板中设置有至少一条预应力钢筋或钢绞线。这样,底板中设置有预应力钢筋或钢绞线的空腔构件,强度高,受冲击时可产生较大的弹性形变而不致破坏,具有更好的整体性能,其底板更不易折断或开裂。The present invention is also characterized in that at least one prestressed steel bar or steel strand is arranged in the bottom plate. In this way, the cavity member with prestressed steel bars or steel strands arranged in the bottom plate has high strength, can produce large elastic deformation without damage when impacted, has better overall performance, and its bottom plate is less likely to break or crack.
本发明的特征还在于所述的空腔模壳的其他部位上设置有凹槽、凹坑、倒角、阴角、孔洞、加强筋、凸块或者阳弧角中的至少一个。这样,空腔构件应用于现浇砼结构中时,浇入凹槽、凹坑、倒角、阴角、孔洞中的砼形成局部的现浇砼加强构造,从而使得结构更为合理。通过凸块对现浇砼中不受力部位抽空,凸条、阳弧角对弱受力部位进行预制件加强,可使应用空腔构件的砼结构受力性能更好。The present invention is also characterized in that at least one of grooves, pits, chamfers, inner corners, holes, reinforcing ribs, bumps or outer arc corners is provided on other parts of the cavity formwork. In this way, when the cavity component is applied to the cast-in-place concrete structure, the concrete poured into the grooves, pits, chamfers, inner corners, and holes forms a local cast-in-place concrete reinforcement structure, thereby making the structure more reasonable. The unstressed parts of the cast-in-place concrete are evacuated through the bumps, and the prefabricated parts are reinforced on the weak stressed parts by the protruding strips and sun arc angles, so that the mechanical performance of the concrete structure using the cavity components is better.
本发明的特征还在于所述的现浇结构次肋模腔有两条以上时,它们彼此相互平行或者正交或者斜交或者形成网格。这样,空腔构件应用于现浇砼结构中时,可形成彼此平行或者正交或者斜交或者形成网格式样的现浇砼次肋,从而改善现浇砼结构的力学性能。The present invention is also characterized in that when there are more than two secondary rib mold cavities of the cast-in-place structure, they are parallel to each other or orthogonal or oblique or form a grid. In this way, when the cavity member is applied to a cast-in-place concrete structure, it can form cast-in-place concrete secondary ribs parallel to each other, orthogonally or obliquely, or form a grid pattern, thereby improving the mechanical properties of the cast-in-place concrete structure.
本发明的特征还在于所述的底板上设置有加强筋。这样,底板上加强筋的设置可大大提高其抗折强度与刚度,减少空腔构件在运输、堆放或施工过程中的损耗率。The present invention is also characterized in that the bottom plate is provided with reinforcing ribs. In this way, the arrangement of reinforcing ribs on the bottom plate can greatly increase its flexural strength and rigidity, and reduce the loss rate of cavity components during transportation, stacking or construction.
本发明的特征还在于所述的底板或者空腔模壳中的至少一个中含有增强物,增强物为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维网或布、无纺布、金属薄条带、编织带或者包装带中的至少一种。这样,设置有增强物的底板和空腔模壳的强度得到了大大提高,同时,增强物材质的多样性便于生产时增强物材料的选用,降低生产成本。The present invention is also characterized in that at least one of the bottom plate or the cavity formwork contains a reinforcement, and the reinforcement is steel bar, steel wire, steel mesh, steel wire mesh, fiber, fiber mesh or cloth, non-woven fabric, metal sheet At least one of strips, braided tapes or packing tapes. In this way, the strength of the bottom plate and the cavity formwork provided with the reinforcement is greatly improved, and at the same time, the diversity of reinforcement materials facilitates the selection of reinforcement materials during production and reduces production costs.
本发明的特征还在于所述的底板的板厚大于空腔模壳的壁厚。这样,底板的厚度大于空腔模壳的壁厚可大大提高底板的抗折强度和刚度,使其不易于断裂或破坏。The present invention is also characterized in that the plate thickness of the bottom plate is greater than the wall thickness of the cavity formwork. In this way, the thickness of the bottom plate is greater than the wall thickness of the cavity formwork, which can greatly improve the flexural strength and rigidity of the bottom plate, making it difficult to break or damage.
本发明的特征还在于所述的底板或者空腔模壳或者两者同时伸出有增强物。这样,空腔构件应用于现浇砼结构中时,伸出的增强物大大提高了底板或者空腔构件在砼中的握裹力,可有效防止接合面开裂的现象。The invention is also characterized in that reinforcements protrude from said floor or cavity formwork or both. In this way, when the cavity component is applied to the cast-in-place concrete structure, the protruding reinforcement greatly improves the gripping force of the bottom plate or the cavity component in the concrete, which can effectively prevent the joint surface from cracking.
本发明的特征还在于所述的空腔模壳的表面为波浪形或者锯齿形或者拉毛或者其它异形的粗糙表面。这样,应用于现浇砼结构中时,增大了空腔模壳与现浇砼的接触面积,使其具更优良的握裹性能,彻底解决了预制与现浇接合面开裂的问题。The present invention is also characterized in that the surface of the cavity formwork is wavy or zigzag or brushed or other irregular rough surface. In this way, when applied to the cast-in-place concrete structure, the contact area between the cavity mold shell and the cast-in-place concrete is increased, so that it has better gripping performance, and the problem of cracking of the joint surface between prefabrication and cast-in-place is completely solved.
本发明的特征还在于所述的空腔模壳为倒锥台形空腔模壳。这样,空腔模壳应用于现浇砼结构中时,可形成正锥台形的现浇砼构造,从而满足受力要求。The present invention is also characterized in that the cavity formwork is an inverted frustum-shaped cavity formwork. In this way, when the cavity formwork is applied to the cast-in-place concrete structure, it can form a positive cone-shaped cast-in-place concrete structure, thereby meeting the force requirements.
本发明的特征还在于底板与空腔模壳的外侧面齐平或伸出构成挑板,伸出部份为局部或全部。这样,空腔模壳应用于现浇砼结构中时,其伸出的挑板可代替工程模板,节约施工成本,加快了施工速度,挑边的外边线设置成各种不同线型可有效分散集中应力,防止预制与现浇接合面产生裂缝。The present invention is also characterized in that the bottom plate is flush with the outer surface of the cavity formwork or protrudes to form a pick-up plate, and the protruding part is part or all. In this way, when the cavity formwork is applied to the cast-in-place concrete structure, the protruding slabs can replace the engineering formwork, which saves construction costs and speeds up the construction. Concentrate stress to prevent cracks at the interface between prefabrication and cast-in-place.
本发明的特征还在于所述的底板为有孔洞的底板。这样,大大减轻了空腔构件底板的重量,减少了材料的用量,降低了生产成本,同时可方便各种管线的布设。The present invention is also characterized in that the bottom plate is a bottom plate with holes. In this way, the weight of the bottom plate of the cavity member is greatly reduced, the amount of materials used is reduced, the production cost is reduced, and the layout of various pipelines can be facilitated at the same time.
本发明的特征还在于所述的底板设置有连接施工模板的向下拉紧的定位构造。定位构造可为拉环、拉钩、铁丝或其它装置。这样,空腔模壳应用于现浇砼结构中时,通过定位构造的固定作用,有效防止了空腔模壳上浮,保证了现浇砼结构的内部构造符合设计要求。The present invention is also characterized in that the bottom plate is provided with a downward tensioning positioning structure for connecting the construction formwork. The positioning structure can be a pull ring, pull hook, iron wire or other devices. In this way, when the cavity formwork is applied to the cast-in-place concrete structure, the cavity formwork is effectively prevented from floating up through the fixing effect of the positioning structure, ensuring that the internal structure of the cast-in-place concrete structure meets the design requirements.
本发明的特征还在于所述的空腔模壳的空腔内部分或全部填充或粘贴有轻质材料。轻质材料为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼、岩棉、矿棉、玻璃棉、陶粒或陶粒砼中的至少一种。这样,大大提高了空腔模壳的抗冲击性能,减少破损率,同时具有更好的隔音、隔热、防火性能,轻质材料的多样性可方便取材,降低生产成本。The present invention is also characterized in that part or all of the cavity of the cavity formwork is filled or pasted with lightweight materials. The lightweight material is at least one of foamed plastics, expanded perlite, expanded vermiculite, foamed or aerated lightweight concrete, rock wool, mineral wool, glass wool, ceramsite or ceramsite concrete. In this way, the impact resistance of the cavity formwork is greatly improved, the breakage rate is reduced, and at the same time, it has better sound insulation, heat insulation, and fire resistance. The diversity of lightweight materials can facilitate the selection of materials and reduce production costs.
本发明的特征还在于所述的底板与空腔模壳组合后的外围轮廓形状为正方体形、长方体形、圆柱形、六边体形或弧角多边形。这样,空腔模壳组合后的外围轮廓形状的多样性可满足不同设计要求,便于施工应用。The present invention is also characterized in that the outer contour shape of the combination of the bottom plate and the cavity formwork is a cube, a cuboid, a cylinder, a hexagon or a polygon with arc angles. In this way, the diversity of the outer contour shapes after the combination of the cavity formwork can meet different design requirements and facilitate construction and application.
本发明的特征还在于空腔构件的整体外形尺寸是由小到大逐渐变化的;相应空腔构件的底板的板厚或者现浇结构次肋模腔的腔宽一端比另一端相对较大,向另一端由大变小,逐渐过渡到另一端。这样,空腔模壳应用于现浇砼结构中时,可根据现浇砼结构的设计要求不同,而采用上述空腔模壳对现浇砼结构作局部内加强,以满足设计需要。The present invention is also characterized in that the overall dimensions of the cavity member gradually change from small to large; the plate thickness of the bottom plate of the corresponding cavity member or the cavity width of the secondary rib cavity of the cast-in-place structure is relatively larger at one end than the other end, From big to small to the other end, gradually transition to the other end. In this way, when the cavity formwork is applied to the cast-in-place concrete structure, according to the different design requirements of the cast-in-place concrete structure, the above-mentioned cavity formwork can be used to locally strengthen the cast-in-place concrete structure to meet the design requirements.
本发明的特征还在于所述的空腔模壳与底板连接的方式为胶结连接、焊接连接、螺丝连接、卡套连接或者一次整体成型连接。这样,可通过多种方式将空腔模壳与底板连接成一体,降低了生产难度,提高了生产效率。The present invention is also characterized in that the cavity formwork is connected to the bottom plate by glue connection, welding connection, screw connection, ferrule connection or one-time integral molding connection. In this way, the cavity formwork and the bottom plate can be connected into one body in various ways, which reduces production difficulty and improves production efficiency.
本发明的特征还在于所述的底板上有用于与空腔模壳连接定位的定位物。这样,定位物的设置可使空腔模壳和底板准确定位对接,提高空腔构件的产品质量,便于空腔模壳快捷对接连结。The present invention is also characterized in that there are positioning objects on the bottom plate for connecting and positioning with the cavity formwork. In this way, the setting of the positioning object can make the cavity formwork and the bottom plate accurately positioned and docked, improve the product quality of the cavity component, and facilitate the fast butt joint of the cavity formwork.
本发明的特征还在于所述的定位物为凸出的定位块、定位条、定位框、定位槽、定位环或者定位柱。这样,定位物多样化可满足不同空腔模壳的定位要求。The present invention is also characterized in that the positioning objects are protruding positioning blocks, positioning strips, positioning frames, positioning grooves, positioning rings or positioning posts. In this way, the diversification of the positioning objects can meet the positioning requirements of different cavity formworks.
本发明的特征还在于空腔模壳为向外翻边或向内翻边的空腔模壳。这样,可根据空腔模壳在现浇砼结构中应用的不同要求,来设置外翻边或内翻边,使应用更为方便简单。The present invention is also characterized in that the cavity formwork is a cavity formwork that is flanged outward or flanged inward. In this way, the outer flanging or inner flanging can be set according to the different requirements of the application of the cavity formwork in the cast-in-place concrete structure, so that the application is more convenient and simple.
本发明的特征还在于所述的底板为钢筋砼、钢筋网砼、钢丝网砼、自应力钢筋砼、聚合物钢筋砼或者钢丝网砂浆制成的底板,空腔模壳的胶结材料为水泥、水泥砂浆、聚合物水泥、碱矿渣水泥、碱粉煤灰水泥、硫铝酸盐水泥、铁铝酸盐水泥、氯氧镁水泥、高铝水泥、有机树脂胶或上述组合,空腔模壳、底板用相同材料或不同材料制成。这样,空腔模壳和底板制作材料的多样性,可方便其制作就近取材,降低生产成本。The present invention is also characterized in that the base plate is a base plate made of reinforced concrete, reinforced mesh concrete, steel wire mesh concrete, self-stressed reinforced concrete, polymer reinforced concrete or steel mesh mortar, and the cementing material of the cavity formwork is cement, Cement mortar, polymer cement, alkali slag cement, alkali fly ash cement, sulphoaluminate cement, iron-aluminate cement, magnesium oxychloride cement, high alumina cement, organic resin glue or the above combination, cavity formwork, The base plates are made of the same material or different materials. In this way, the diversity of materials for making the cavity formwork and the bottom plate can facilitate its production and obtain nearby materials, thereby reducing production costs.
(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。附图中,1为空腔模壳,2为底板,3为现浇结构次肋模腔,4为外侧面,5为内缩凹槽,各附图中,编号相同的,其说明相同。如图1所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接触的部位有内缩凹槽5。Fig. 1 is a schematic structural diagram of Embodiment 1 of the present invention. In the accompanying drawings, 1 is the cavity formwork, 2 is the bottom plate, 3 is the cavity of the secondary rib of the cast-in-place structure, 4 is the outer surface, and 5 is the shrinkage groove. In the drawings, those with the same number have the same description. As shown in Figure 1, two cavity formworks 1 are arranged alternately on the
图2是本发明实施例2的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1与底板2的接触部位全部为内缩凹槽5。Fig. 2 is a schematic structural view of
图3是本发明实施例3的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其次肋模腔3中设置有多个撑拉件6,将空腔模壳1彼此连接为一体。Fig. 3 is a schematic structural view of
图4是本发明实施例4的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其次肋模腔3中设置有多个易折断件的撑拉件6。Fig. 4 is a schematic structural view of
图5是本发明实施例5的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,次肋模腔3中设置有多个撑拉件6,其撑拉件6为可抽出的充填物,如小木块、陶粒砼块等。Fig. 5 is a schematic structural view of
图6是本发明实施例6的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2中设置有多条预应力钢筋7。Fig. 6 is a schematic structural view of
图7是本发明实施例7的结构示意,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有凹槽5、凹坑8、倒角9和阴角10。Fig. 7 is a structural schematic diagram of Embodiment 7 of the present invention. Two cavity formworks 1 are arranged alternately on the
图8是本发明实施例8的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有阴角10、孔洞11。Figure 8 is a schematic structural view of Embodiment 8 of the present invention. Two cavity formworks 1 are arranged alternately on the
图9是本发明实施例9的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有加强筋12、凸块13、阳弧角14。Fig. 9 is a schematic structural view of
图10是本发明实施例10的结构示意图,多个空腔模壳1在底板2上相间排列,形成两条互相正交的内肋模腔3。FIG. 10 is a schematic structural view of
图11是本发明实施例11的结构示意图,多个空腔模壳1在底板2上相间排列,形成多条互相平行的内肋模腔3。FIG. 11 is a schematic structural view of
图12是本发明实施例12的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有加强筋12。Figure 12 is a schematic structural view of
图13是本发明实施例13的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔,其底板2和空腔模壳1的壁体内均夹有增强物15,图示增强物15为金属薄条带和钢筋,且底板2的厚度大于空腔模壳1的壁厚。Fig. 13 is a schematic structural view of
图14是本发明实施例14的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1的表面为波浪形。Figure 14 is a schematic structural view of
图15是本发明实施例15的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1为倒锥台形空腔模壳。Figure 15 is a schematic structural view of
图16是本发明实施例16的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2与空腔模壳1的一个外侧面4齐平,另一边部分伸出外侧面4构成部分挑板16。Figure 16 is a schematic structural view of Embodiment 16 of the present invention. Two cavity formworks 1 are arranged alternately on the
图17是本发明实施例17的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有多个孔洞11。Figure 17 is a schematic structural view of
图18是本发明实施例18的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有多个连接施工模板的向下拉紧的定位构造17,图示定位构造17为拉环和拉钩。Figure 18 is a schematic structural view of
图19是本发明实施例19的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其组合构成的空腔构件的外形尺寸是由小到大逐渐变化的,底板2的变化方向与空腔模壳1的变化方向相反。Figure 19 is a schematic structural view of Embodiment 19 of the present invention. Two cavity formworks 1 are arranged alternately on the
图20是本发明实施例20的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1与底板2的连接方式为胶结连接一次整体成型的。Fig. 20 is a schematic structural view of
图21是本发明实施例21的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接合处设置为外翻边20。Figure 21 is a schematic structural view of
图22是本发明实施例22的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接合处设置为内翻边21。Fig. 22 is a schematic structural view of Embodiment 22 of the present invention. Two cavity formworks 1 are arranged alternately on the
(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,包括有空腔模壳1、底板2,空腔模壳1与底板2连接成整体,底板2上至少有2个空腔模壳1相间排列,其底板2上的相邻空腔模壳1的相对设置侧面与底板2构成至少一条现浇结构次肋模腔3,空腔模壳1的其它不相对设置的外侧面4构成现浇结构主肋或梁或墙的侧模板,其特征在于空腔模壳1与底板2接触部位的至少一边为内缩凹槽5。图1是本发明实施例1的结构示意图。附图中,1为空腔模壳,2为底板,3为现浇结构次肋模腔,4为外侧面,5为内缩凹槽,各附图中,编号相同的,其说明相同。如图1所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接触的部位有内缩凹槽5。As shown in the accompanying drawings, the present invention includes a cavity formwork 1 and a
本发明的特征还在于空腔模壳1与底板2的接触部位全部为内缩凹槽5。图2是本发明实施例2的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1与底板2的接触部位全部为内缩凹槽5。The present invention is also characterized in that the contact parts between the cavity formwork 1 and the
本发明的特征还在于所述的凹槽5为弧形凹槽。如图2所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其凹槽5为弧形凹槽。The present invention is also characterized in that the
本发明的特征还在于所述的相邻空腔模壳1的次肋模腔3中设置有至少一个撑拉件6,将相邻空腹模壳1彼此连接。图3是本发明实施例3的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其次肋模腔3中设置有多个撑拉件6,将空腔模壳1彼此连接为一体。The present invention is also characterized in that at least one
本发明的特征还在于所述的撑拉件6为杆件、索、墩、管、小管板或者片件中的至少一种。如图3所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其撑拉件6为空心杆件。The present invention is also characterized in that the
本发明的特征还在于所述的撑拉件6为易断构造的易折断件。图4是本发明实施例4的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其次肋模腔3中设置有多个易折断件的撑拉件6。The present invention is also characterized in that the above-mentioned stretching
本发明的特征还在于所述的撑拉件6为活动件或可拆卸件。如图4所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,次肋模腔3中设置有多个撑拉件6,其撑拉件6为活动可拆卸件。The present invention is also characterized in that the
本发明的特征还在于所述的撑拉件6是可抽出的充填物。图5是本发明实施例5的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,次肋模腔3中设置有多个撑拉件6,其撑拉件6为可抽出的充填物,如小木块、陶粒砼块等。The present invention is also characterized in that said stretching
本发明的特征还在于所述的底板2中设置有至少一条预应力钢筋或钢绞线7。图6是本发明实施例6的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2中设置有多条预应力钢筋7。The present invention is also characterized in that at least one prestressed steel bar or steel strand 7 is arranged in the
本发明的特征还在于所述的空腔模壳1的其它部位上设置有凹槽5、凹坑8、倒角9、阴角10、孔洞11、加强筋12、凸块13或者阳弧角14中的至少一个。图7是本发明实施例7的结构示意,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有凹槽5、凹坑8、倒角9和阴角10。图8是本发明实施例8的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有阴角10、孔洞11。图9是本发明实施例9的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1上同时设置有加强筋12、凸块13、阳弧角14。The present invention is also characterized in that
本发明的特征还在于所述的现浇结构次肋模腔3有两条以上时,它们彼此相互平行或者正交或者斜交或者形成网格。图10是本发明实施例10的结构示意图,多个空腔模壳1在底板2上相间排列,形成两条互相正交的内肋模腔3。图11是本发明实施例11的结构示意图,多个空腔模壳1在底板2上相间排列,形成多条互相平行的内肋模腔3。The present invention is also characterized in that when there are more than two secondary
本发明的特征还在于所述的一种空腔构件,其特征在于所述的底板2上设置有加强筋12。图12是本发明实施例12的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有加强筋12。The present invention is also characterized by the above cavity component, wherein the
本发明的特征还在于所述的底板2或者空腔模壳1中的至少一个中含有增强物15,增强物15为钢筋、钢丝、钢筋网、钢丝网、纤维、纤维网或布、无纺布、金属薄条带、编织带或者包装带中的至少一种。图13是本发明实施例13的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔,其底板2和空腔模壳1的壁体内均夹有增强物15,图示增强物15为金属薄条带和钢筋。The present invention is also characterized in that at least one of the
本发明的特征还在于所述的底板2的板厚大于空腔模壳1的壁厚。如图13所示,底板2的厚度大于空腔模壳1的壁厚。The present invention is also characterized in that the thickness of the
本发明的特征还在于所述的底板2或者空腔模壳1或者两者同时伸出有增强物15。如图13所示,其底板2和空腔模壳1同时伸出有金属薄条带增强物15。The present invention is also characterized in that
本发明的特征还在于所述的空腔模壳1的表面为波浪形或者锯齿形或者拉毛或者其它异形的粗糙表面。图14是本发明实施例14的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1的表面为波浪形。The present invention is also characterized in that the surface of the cavity formwork 1 is wavy or zigzag or brushed or other irregular rough surface. Figure 14 is a schematic structural view of
本发明的特征还在于所述的空腔模壳1为倒锥台形空腔模壳。图15是本发明实施例15的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1为倒锥台形空腔模壳。The present invention is also characterized in that the cavity formwork 1 is an inverted frustum-shaped cavity formwork. Figure 15 is a schematic structural view of
本发明的特征还在于底板2与空腔模壳1的外侧面4齐平或伸出构成挑板16,伸出部份为局部或全部。图16是本发明实施例16的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2与空腔模壳1的一个外侧面4齐平,另一边部分伸出外侧面4构成部分挑板16。The present invention is also characterized in that the
本发明的特征还在于所述的底板2为有孔洞11的底板。图17是本发明实施例17的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有多个孔洞11。The present invention is also characterized in that the
本发明的特征还在于所述的底板2设置有连接施工模板的向下拉紧的定位构造17,定位构造17可为拉环、拉钩、铁丝或其它装置。图18是本发明实施例18的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上设置有多个连接施工模板的向下拉紧的定位构造17,图示定位构造17为拉环和拉钩。The present invention is also characterized in that the
本发明的特征还在于所述的空腔模壳1的空腔内部分或全部填充或粘贴有轻质材料18。轻质材料18为泡沫塑料、膨胀珍珠岩、膨胀蛭石、发泡或加气轻质砼、岩棉、矿棉、玻璃棉、陶粒或陶粒砼中的至少一种。如图18所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1的空腔内全部填充有轻质材料18,图示轻质材料18为膨胀珍珠岩。The present invention is also characterized in that part or all of the cavity of the cavity formwork 1 is filled or pasted with
本发明的特征还在于所述的底板2与空腔模壳1组合后的外围轮廓形状为正方体形、长方体形、圆柱形、六边体形或弧角多边形。如图18所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2与空腔模壳1组合后的外围轮廓形状为长方体形。The present invention is also characterized in that the outer contour shape of the combination of the
本发明的特征还在于空腔构件的整体外形尺寸是由小到大逐渐变化的;相应空腔构件的底板2的板厚或者现浇结构次肋模腔的腔宽一端比另一端相对较大,向另一端由大变小,逐渐过渡到另一端。图19是本发明实施例19的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其组合构成的空腔构件的外形尺寸是由小到大逐渐变化的,底板2的变化方向与空腔模壳1的变化方向相反。The present invention is also characterized in that the overall dimensions of the cavity member gradually change from small to large; the plate thickness of the
本发明的特征还在于所述的空腔模壳1与底板2连接的方式为胶结连接、焊接连接、螺丝连接、卡套连接或者一次整体成型连接。图20是本发明实施例20的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1与底板2的连接方式为胶结连接一次整体成型的。The present invention is also characterized in that the cavity formwork 1 and the
本发明的特征还在于所述的底板2上有用于与空腔模壳1连接定位的定位物19。如图20所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其底板2上有用于与空腔模壳1连接定位的定位物19。The present invention is also characterized in that the
本发明的特征还在于所述的定位物19为凸出的定位块、定位条、定位框、定位槽、定位环或者定位柱。如图20所示,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其定位物19为凸出的定位块。The present invention is also characterized in that said positioning object 19 is a protruding positioning block, positioning bar, positioning frame, positioning groove, positioning ring or positioning column. As shown in Figure 20, two cavity formwork shells 1 are arranged alternately on the
本发明的特征还在于空腔模壳1为向外翻边20或向内翻边21的空腔模壳1。图21是本发明实施例21的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接合处设置为外翻边20。图22是本发明实施例22的结构示意图,两个空腔模壳1在底板2上相间排列,两个相对侧面和底板2共同构成现浇结构次肋模腔3,其空腔模壳1和底板2相接合处设置为内翻边21。The present invention is also characterized in that the cavity formwork 1 is a cavity formwork 1 with
本发明的特征还在于所述的底板2为钢筋砼、钢筋网砼、钢丝网砼、自应力钢筋砼、聚合物钢筋砼或者钢丝网砂浆制成的底板,空腔模壳1的胶结材料为水泥、水泥砂浆、聚合物水泥、碱矿渣水泥、碱粉煤灰水泥、硫铝酸盐水泥、铁铝酸盐水泥、氯氧镁水泥、高铝水泥、有机树脂胶或上述组合,空腔模壳1、底板2用相同材料或不同材料制成。The present invention is also characterized in that the
本发明实施时,可先用水泥玻璃纤维网制作开口部位带阴角的空腔模壳1,并将玻璃纤维网的一端露出空腔模壳1外,然后再用水泥、钢丝网制作底板2,在其未凝结硬化时,将预先制作好的带外露纤维网的空腔模壳1扣合其上,并将空腔模壳1上外露的纤维网压入底板2中,粘结成整体,待其凝结硬化后,养护至规定龄期,即得空腔模壳1与底板2接触部位为内缩凹槽5的空腔构件。During the implementation of the present invention, the cavity formwork 1 with the inner angle at the opening can be made with cement fiberglass mesh earlier, and one end of the glass fiber mesh is exposed outside the cavity formwork 1, and then the
Claims (28)
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| Application Number | Priority Date | Filing Date | Title |
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| CNB031467504A CN1320231C (en) | 2003-06-24 | 2003-06-24 | a cavity component |
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| CNB031467504A CN1320231C (en) | 2003-06-24 | 2003-06-24 | a cavity component |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2007101036867A Division CN100554619C (en) | 2003-06-24 | 2003-06-24 | A kind of Cavity structural member |
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| CN1320231C true CN1320231C (en) | 2007-06-06 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1197426A (en) * | 1996-07-12 | 1998-10-28 | 株式会社久斯特 | Concrete slab and method for its manufacture |
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
-
2003
- 2003-06-24 CN CNB031467504A patent/CN1320231C/en not_active Expired - Lifetime
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1197426A (en) * | 1996-07-12 | 1998-10-28 | 株式会社久斯特 | Concrete slab and method for its manufacture |
| WO2000017464A1 (en) * | 1998-09-22 | 2000-03-30 | Nystroem Rolf | Floor beam |
| CN1349028A (en) * | 2001-11-15 | 2002-05-15 | 邱则有 | Comobined ribbed cavity member for spatial structure roof |
| CN2536687Y (en) * | 2001-11-23 | 2003-02-19 | 邱则有 | Hollow constructing component for steel bar reinforced floor |
| WO2003048471A1 (en) * | 2001-12-05 | 2003-06-12 | Daliform S.R.L. | Embedment-type mould for manufacturing building slab structures |
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