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Steel bar truss structure, laminated slab shear wall and manufacturing method of laminated slab shear wall
The invention discloses a steel bar truss structure, a laminated slab shear wall and a manufacturing method thereof. The steel bar truss structure comprises a plurality of single trusses, each single truss comprises an upper chord rib and a lower chord rib which are arranged in parallel at a certain interval; the supporting steel bars are vertically welded to the two ends of the upper chord rib and the lower chord rib and block the two ends of the upper chord rib and the lower chord rib; the web member ribs are obliquely arranged between the upper chord ribs and the lower chord ribs and are welded and fixed with the upper chord ribs and the lower chord ribs; the multiple single trusses are arranged in parallel and welded and fixed through the distribution ribs, and the multiple upper chord ribs and the multiple lower chord ribs are perpendicular to the distribution ribs respectively. The multiple single trusses are connected through the distribution bars to form the steel bar truss, field binding is not needed, the production efficiency is improved, the structure of the steel bar truss is firmer, it is guaranteed that all connecting points are not released in the links of transportation, installation, concrete pouring and the like, and it is guaranteed that the geometric dimension and the space structure of a steel bar framework are accurate; when the laminated slab shear wall is manufactured, the middle of the steel bar truss is raised by the air bag, concrete can be poured on the upper side and the lower side to form a wall body, a mold table does not need to be turned over, and production efficiency is improved.
本发明公开了一种钢筋桁架结构、叠合板式剪力墙及其制作方法，包括多个单片桁架；单片桁架包括：平行并间隔一定距离设置的上弦筋和下弦筋；支撑钢筋，竖向焊接在上弦筋和下弦筋的两端，将上弦筋和下弦筋的两端封堵；腹杆筋，斜向设置在上弦筋和下弦筋之间，与上弦筋和下弦筋焊接固定；多个单片桁架平行设置并通过分布筋焊接固定，多个上弦筋和下弦筋分别与分布筋互相垂直。本发明多个单片桁架通过分布筋连接形成钢筋桁架，无需现场绑扎，提高了生产效率，钢筋桁架的结构更加牢固，保证了在运输、安装、混凝土浇筑等环节各连接点不脱扣，保证了钢筋骨架的几何尺寸，空间结构准确，在制作叠合板式剪力墙时采用气囊将钢筋桁架的中部垫高，上下两侧可以分别浇筑混凝土形成墙体，无需翻转模台，提高了生产效率。
Steel bar truss structure, laminated slab shear wall and manufacturing method of laminated slab shear wall
The invention discloses a steel bar truss structure, a laminated slab shear wall and a manufacturing method thereof. The steel bar truss structure comprises a plurality of single trusses, each single truss comprises an upper chord rib and a lower chord rib which are arranged in parallel at a certain interval; the supporting steel bars are vertically welded to the two ends of the upper chord rib and the lower chord rib and block the two ends of the upper chord rib and the lower chord rib; the web member ribs are obliquely arranged between the upper chord ribs and the lower chord ribs and are welded and fixed with the upper chord ribs and the lower chord ribs; the multiple single trusses are arranged in parallel and welded and fixed through the distribution ribs, and the multiple upper chord ribs and the multiple lower chord ribs are perpendicular to the distribution ribs respectively. The multiple single trusses are connected through the distribution bars to form the steel bar truss, field binding is not needed, the production efficiency is improved, the structure of the steel bar truss is firmer, it is guaranteed that all connecting points are not released in the links of transportation, installation, concrete pouring and the like, and it is guaranteed that the geometric dimension and the space structure of a steel bar framework are accurate; when the laminated slab shear wall is manufactured, the middle of the steel bar truss is raised by the air bag, concrete can be poured on the upper side and the lower side to form a wall body, a mold table does not need to be turned over, and production efficiency is improved.
本发明公开了一种钢筋桁架结构、叠合板式剪力墙及其制作方法，包括多个单片桁架；单片桁架包括：平行并间隔一定距离设置的上弦筋和下弦筋；支撑钢筋，竖向焊接在上弦筋和下弦筋的两端，将上弦筋和下弦筋的两端封堵；腹杆筋，斜向设置在上弦筋和下弦筋之间，与上弦筋和下弦筋焊接固定；多个单片桁架平行设置并通过分布筋焊接固定，多个上弦筋和下弦筋分别与分布筋互相垂直。本发明多个单片桁架通过分布筋连接形成钢筋桁架，无需现场绑扎，提高了生产效率，钢筋桁架的结构更加牢固，保证了在运输、安装、混凝土浇筑等环节各连接点不脱扣，保证了钢筋骨架的几何尺寸，空间结构准确，在制作叠合板式剪力墙时采用气囊将钢筋桁架的中部垫高，上下两侧可以分别浇筑混凝土形成墙体，无需翻转模台，提高了生产效率。
Steel bar truss structure, laminated slab shear wall and manufacturing method of laminated slab shear wall
一种钢筋桁架结构、叠合板式剪力墙及其制作方法
QIN XINPENG (author)
2024-12-13
Patent
Electronic Resource
Chinese
IPC:
E04C
STRUCTURAL ELEMENTS
,
Bauelemente
/
B28B
Formgeben von Ton oder anderen keramischen Stoffzusammensetzungen, Schlacke oder von Mischungen, die zementartiges Material enthalten, z.B. Putzmörtel
,
SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS, SLAG OR MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
/
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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