CN102235087A

CN102235087A - Construction template

Info

Publication number: CN102235087A
Application number: CN2011100977126A
Authority: CN
Inventors: 周绪红; 吴方伯; 黄璐; 徐静; 黄婷
Original assignee: 吴方伯
Priority date: 2010-04-23
Filing date: 2011-04-19
Publication date: 2011-11-09

Abstract

The invention discloses a construction template which comprises groove modules (1) and bolts (2) or latches, wherein two flanges (4) of each groove module (1) are respectively provided with a hole (5), and the holes (5) on the two flanges (4) are mutually aligned. When the template is assembled, a plurality of groove modules (1) are sequentially neatly arranged, so that the flanges (4) of two adjacent groove modules (1) are pressed against each other, and the holes (5) of the flanges are corresponding to each other; and the bolt (2) or latch after passing through the hole (5) is connected with an adjacent groove module (1) so as to form a construction template for concreting. The construction template can be applied to the cast-in-place concrete construction of beams, boards, columns and shear walls. The small-sized groove modules (1) in a unified form can be flexibly assembled into a beam/board/column/shear wall template in a required size according to the needs of construction, therefore, the construction template has the advantages of good flexibility, light weight and disassembling convenience; the construction template can be subjected to mechanized production, thereby facilitating the controlling of the construction quality, and improving the construction efficiency; and the construction template is made of hard materials, therefore, the construction template is large in rigidity, high in bearing capacity and good in overall performance.

Description

A kind of building form

Technical field:

The present invention relates to the realm of building construction, specifically refer to a kind of building form.

Background technology:

Since the nineties, China's architectural structure system has had very great development. and highrise building and super highrise building are built in a large number, large-scale basis facility and urban traffic, speedway develop rapidly.These modern heavy construction systems, workmanship requires high, the construction technology complexity.Therefore, building construction technology must be improved, and is same, and mould plate technique has also been proposed new demand, must adopt advanced mould plate technique, could satisfy the requirement of modern construction engineering construction.Because traditional wooden form for building expends a large amount of forest reserves in producing use, recovery utilization rate is low, has expended a large amount of material resources manpowers, and the environment to China has caused serious harm simultaneously.Traditional steel form exist from great, repeat usage is low, dismounting is difficult, operator's labour intensity is big, and problem such as construction quality is not high, there are shortcomings such as piece is little, piece is many, rigidity is weak in combined steel formwork.

Summary of the invention:

The object of the present invention is to provide a kind of building form, the deadweight of this building form is little, flexibility good, working procedure is simple, recovery utilization rate is high, aspect stressed, has the advantage that rigidity is big, bearing capacity is high, overall performance is good simultaneously.

The present invention seeks to realize like this, a kind of building form, this building form comprises flute profile module, bolt or latch, on two edges of a wing of flute profile module hole is arranged, the hole on two edges of a wing aligns mutually.The hole that bolt or latch pass on the flute profile module edge of a wing connects adjacent flute profile module, connects polylith flute profile module more successively, forms building form.This template can be used in beam, plate, post and the shear wall construction of cast-in-situ concrete.The small size flute profile module of Unified Form, form by hard material, rigidity is big, the bearing capacity height, can need be assembled into beam, plate, post and the shear wall formwork of required size by construction neatly, template recovery utilization rate in the construction of solution existing building in wooden form and the large-scale combined steel form is low, can not be according to the flexible shortcoming of adjusting of concrete construction requirement.During this template of assembly unit, polylith flute profile module is arranged in order neatly, the edge of a wing of adjacent two flute profile modules is close to, edge of a wing hole is corresponding mutually, and bolt or latch are passed hole, connects adjacent flute profile module, forms the required building form of concreting.

Forming on the flute profile module web of this building form has hole, and this hole can be used for installing the form removal bolt, reaches the purpose of quick form removal.During assembled formwork, the hole on the web is blocked, in case when building, concrete flows out from the web hole with the form removal bolt; After treating that the concrete knot is hard, again the form removal bolt is continued to be screwed onto outside the web, make things convenient for flute profile module web to separate, play the effect of convenient form removal with concrete.The flute profile module of forming this building form adopts hard material to be made, and flute profile module rigidity when being assembled into monolithic architecture with template of being made by hard material is big, bearing capacity height, and the vibrations load that produces can resist concreting preferably the time.

Description of drawings:

In the following drawings, 1 is the flute profile module, and 2 is bolt, and 3 is flute profile module web, and 4 is the flute profile module edge of a wing, and 5 is the hole on the flute profile module edge of a wing, and 6 is the hole on the web, and 7 are the form removal bolt.

Fig. 1 is a building form assembly unit schematic diagram

Fig. 2 is the integral assembling schematic diagram of beam forms

Fig. 3 is the integral assembling schematic diagram of slab form

Fig. 4 is the integral assembling schematic diagram of column template

Fig. 5 is the integral assembling schematic diagram of shear wall formwork

Fig. 6 is the structural representation of flute profile module

Fig. 7 is two flute profile module connection diagrams

The specific embodiment:

The present invention shown in accompanying drawing 1～7, a kind of building form, this building form comprises flute profile module 1, bolt 2 or latch, has the hole 5 on hole 5, two edges of a wing 4 to align mutually on two edges of a wing 4 of flute profile module 1.The hole 5 that bolt 2 or latch pass on the edge of a wing 4 of flute profile module 1 connects polylith flute profile modules 1, connects polylith flute profile module 1 more successively, forms building form.Fig. 1 is a building form assembly unit schematic diagram, as Fig. 1, connects by bolt 2 or latch between the flute profile module 1.This template can be used in beam, plate, post and the shear wall construction of cast-in-situ concrete, Fig. 2～5 are respectively the integral assembling schematic diagram of beam, plate, post and shear wall formwork, as shown in the figure, the small size flute profile module 1 of Unified Form, form by hard material, rigidity is big, the bearing capacity height, can by the construction need be assembled into neatly required size beam, plate, post and shear wall formwork, template recovery utilization rate in the construction of solution existing building in wooden form and the large-scale combined steel form is low, can not be according to the flexible shortcoming of adjusting of concrete construction requirement.Fig. 6 is the structural representation of flute profile module 1, as shown in the figure, has the hole 5 on hole 5, two edges of a wing 4 to align mutually on two edges of a wing 4 of flute profile module 1.Fig. 7 is two flute profile modules, 1 connection diagrams, and as Fig. 7, hole 5 can be used for the connection between flute profile module 1 and the flute profile module 1.Shown in Fig. 1～5, during assembled formwork, polylith flute profile module 1 is arranged in order neatly, the edge of a wing 4 of adjacent two flute profile modules 1 is close to, edge of a wing hole 5 is corresponding mutually, and bolt 2 or latch are passed hole 5, connects adjacent flute profile module 1, form the required building form of concreting, this template can be used in the cast-in-situ concrete construction of beam, plate, post and shear wall.

Forming on the flute profile module web 3 of this building form has hole 6, and as Fig. 7, hole 6 can be used for installing form removal bolt 7, reaches the purpose of quick form removal.Shown in Fig. 1～5, during assembled formwork, the hole on the web 36 is blocked, in case when building, concrete flows out from web 3 holes 6 with form removal bolt 7; After treating that the concrete knot is hard, again form removal bolt 7 is continued to be screwed onto outside the web 3, make things convenient for flute profile module web 3 to separate, play the effect of convenient form removal with concrete.

Claims

1. building form, comprise flute profile module (1), bolt (2) or latch, on two edges of a wing (4) of flute profile module (1) hole (5) is arranged, hole (5) on two edges of a wing (4) is alignment mutually, it is characterized in that: the hole (5) that bolt (2) or latch pass on flute profile module (1) edge of a wing (4) connects adjacent flute profile module (1), connect polylith flute profile module (1) more successively, form building form.