阅读说明：本技术 一种新型装配式框架结构现浇板带吊模装置 (Novel cast-in-place slab band of assembled frame construction hangs mould device ) 是由 钟佳 李波 施锴 彭宇峰 乔倩倩 于 2019-11-25 设计创作，主要内容包括：本发明提供一种新型装配式框架结构现浇板带吊模装置,混凝土预制块和模板分别沿板带接缝的长度方向设置于相邻两个叠合板之间的板带接缝的上下两侧,两个混凝土预制块分别安置于两个叠合板的上方,所述模板的两侧分别伸至两个叠合板的下方,混凝土预制块的上方和模板的下方分别设置有第一木方和第二木方,第一木方和第二木方均沿板带缝隙的长度方向相互平行设置,第一木方的两侧搭设于两个混凝土预制块上,且第一木方和第二木方之间通过对拉螺栓拉结,对拉螺栓沿第一木方和第二木方的长度方向分布设置。以解决传统的模板支撑体系耗费时间长,模板浪费大,影响后续梁板的现浇段施工进度的问题。属于装配式建筑工程领域。(The invention provides a novel prefabricated frame structure cast-in-place slab band formwork hanging device, wherein concrete prefabricated blocks and a formwork are respectively arranged on the upper side and the lower side of a slab band joint between two adjacent superimposed slabs along the length direction of the slab band joint, the two concrete prefabricated blocks are respectively arranged above the two superimposed slabs, the two sides of the formwork respectively extend to the lower sides of the two superimposed slabs, a first batten and a second batten are respectively arranged above the concrete prefabricated blocks and below the formwork, the first batten and the second batten are respectively arranged in parallel along the length direction of the slab band joint, the two sides of the first batten are erected on the two concrete prefabricated blocks, the first batten and the second batten are connected through split bolts, and the split bolts are distributed along the length direction of the first batten and the second batten. The problems that a traditional formwork supporting system is long in consumed time, a formwork is wasted greatly, and construction progress of a cast-in-place section of a follow-up beam slab is influenced are solved. Belongs to the field of assembly type construction engineering.)

1. The utility model provides a novel cast-in-place slab band of assembled frame construction hangs mould device which characterized in that: the concrete prefabricated slab comprises concrete prefabricated blocks (1) and templates (2), wherein the concrete prefabricated blocks (1) and the templates (2) are respectively arranged on the upper side and the lower side of a slab band joint (3) between two adjacent laminated slabs (4) along the length direction of the slab band joint (3), the two concrete prefabricated blocks (1) are respectively arranged above the two laminated slabs (4), the two sides of the templates (2) respectively extend to the lower sides of the two laminated slabs (4), a first batten (5) and a second batten (6) are respectively arranged above the concrete prefabricated blocks (1) and below the templates (2), the first batten (5) and the second batten (6) are respectively arranged in parallel along the length direction of the slab band joint (3), the two sides of the first batten (5) are erected on the two concrete prefabricated blocks (1), and the first batten (5) and the second batten (6) are connected by a split bolt (7), the split bolts (7) are distributed along the length direction of the first batten (5) and the second batten (6).

2. The novel assembled framework structure cast-in-place slab band mold hanging device is characterized in that: the split bolt (7) is a double-steel-pipe split bolt, namely, two steel pipes are arranged at each end of the split bolt (7) along the length direction of the batten, the two steel pipes are arranged between the two opposite sides of the end part of the split bolt (7) and the batten, and when the split bolt (7) is screwed, the two opposite sides of the end part of the split bolt (7) are respectively pressed on the two steel pipes.

Technical Field

The invention relates to a novel cast-in-place plate strip mold hanging device with an assembly type frame structure, and belongs to the field of assembly type constructional engineering.

Background

With the continuous development of the construction industry, the assembly type building is more and more concerned and applied by the society. In the fabricated building construction engineering, the laminated slab is usually disassembled according to the production line size of a component manufacturer and the hoisting performance of on-site hoisting equipment, and a slab band seam (hereinafter referred to as a slab band) is formed after the laminated slab is hoisted. If the traditional formwork support system is adopted, when the concrete of the laminated slab band is poured, the wood formwork is fully paved below the laminated slab and the support rod pieces are arranged, so that the time consumption is long, the formwork waste is large, the construction progress of a cast-in-place section of a subsequent beam slab is influenced, and the characteristic of high construction speed of the fabricated building is not met.

Disclosure of Invention

The invention provides a novel prefabricated frame structure cast-in-place slab band formwork hanging device, which aims to solve the problems that a traditional formwork supporting system is long in consumed time and large in formwork waste, and construction progress of a cast-in-place section of a follow-up beam slab is influenced.

For solving above-mentioned problem, plan to adopt such cast-in-place slab band formwork device of assembled frame construction, including concrete prefabricated section and template, concrete prefabricated section and template set up in the upper and lower both sides of the slab band seam between two adjacent superimposed sheets along the length direction of slab band seam respectively, and two concrete prefabricated sections settle respectively in the top of two superimposed sheets, the both sides of template extend the below of two superimposed sheets respectively, and the top of concrete prefabricated section and the below of template are provided with first flitch and second flitch respectively, and first flitch and second flitch are all along the length direction mutual parallel arrangement in slab band gap, and the both sides of first flitch are set up on two concrete prefabricated sections, and through split bolt drawknot between first flitch and the second flitch, and split bolt distributes along the length direction of first flitch and second flitch and sets up.

Among the aforementioned mould hanging device, split bolt is two steel pipe split bolts, and the length direction that the flitch was all followed to every one end of split bolt promptly sets up two steel pipes, and two steel pipes set up between the relative both sides of split bolt tip and the flitch, when screwing split bolt, on two steel pipes were located to the relative both sides of split bolt tip pressure respectively to make the flitch atress more balanced, for excelling in to the split bolt, interval 600 mm: the lower part is fixed by welding, and the upper part is adjusted in height by a movable butterfly clamp.

Aiming at the problems that the assembly type building construction engineering is required to split the laminated slab according to the production line size of a component manufacturer and the hoisting performance of on-site hoisting equipment, a slab band joint exists after the laminated slab is hoisted, if a traditional template supporting system is adopted, a wood template is fully paved and a supporting rod piece is arranged under the laminated slab when the concrete of the laminated slab band is poured, the consumed time is long, the template waste is large, the construction progress of a cast-in-place section of a subsequent beam slab is influenced, and the construction speed of the assembly type building is not met.

Drawings

Fig. 1 is a schematic structural view of the present invention.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be further described in detail with reference to the accompanying drawings.