Control device of flatness and elevation of cast-in-place concrete ground surface and method for construction

A construction method and technology of a control device, which are applied in the processing of building materials, roads, and road repairs, etc., can solve the problems that cannot meet the construction of large-area concrete ground, the surface flatness of channel steel formwork is not enough, and the control accuracy of supporting formwork elevation is poor, etc. The problem is to prevent the elevation deviation from being too large, the structure is simple, and the overall flatness is good.

Inactive Publication Date: 2010-06-23
广西建工第五建筑工程集团有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] For cast-in-place concrete ground projects, for projects with different purposes such as highways, airport runways, airport hangars, large plazas, large public building grounds, large factory building grounds, etc., the technical requirements for ground flatness are different; Generally, according to the national acceptance specification: the flatness of high-grade ground is 3 / 2000mm, and some of them exceed the requirements of the specification. Due to the lack of flatness of the surface of the channel steel formwork in the conventional formwork construction method and the poor control accuracy of the formwork elevation, if the conventional construction method of only using the channel steel formwork is used for construction, large-area cast-in-place concrete ground projects It is difficult to meet the requirements of advanced flatness, and it is impossible to meet the requirements of ultra-standard flatness
The utility model patent with the announcement number "CN2500747Y" discloses a "cast-in-place concrete floor thickness and level elevation controller", but this "controller" can only meet the construction of small-scale concrete floors that do not require high flatness , which cannot meet the construction of large-area concrete floors with relatively high flatness requirements

Method used

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  • Control device of flatness and elevation of cast-in-place concrete ground surface and method for construction
  • Control device of flatness and elevation of cast-in-place concrete ground surface and method for construction
  • Control device of flatness and elevation of cast-in-place concrete ground surface and method for construction

Examples

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Embodiment 1

[0033] A device for controlling the flatness and elevation of cast-in-place concrete ground and a construction method used for controlling the flatness and elevation of the cast-in-place concrete ground.

[0034] Such as figure 1 , figure 2 As shown, the cast-in-situ concrete floor flatness and elevation control device includes a main channel steel formwork 5, a main channel steel support 6 for fixing the main channel steel formwork 5, and a bracket fixing member 9, on which the main channel steel formwork 5 is installed N groups of template height adjustment mechanism, each group of template height adjustment mechanism includes a supporting backing plate and a set of adjusting bolts composed of supporting screw 4, fastening washer 3 and adjusting nut 2. The supporting backing plate 1 is placed on the main channel steel In the gap between the template 5 and the foundation layer 15, the support screw 4 has a fixed hexagon head at the upper end, and its lower end passes through the...

Embodiment 2

[0056] A cast-in-place concrete floor flatness and elevation control device with additional angle steel formwork and a construction method for the cast-in-place concrete floor flatness and elevation control.

[0057] The basic structure of the cast-in-place concrete floor flatness and elevation control device with additional angle steel formwork in this embodiment is the same as that of the first embodiment. The difference is that: an additional angle steel formwork 8 is installed on the main channel steel formwork 5 by connecting bolts 7 , The outer side of the additional angle steel template 8 and the outer side of the main channel steel template 5 are in the same plane, and the horizontal end surface is planed. The main channel steel template 5 is drilled with bolt holes 11 for mounting and connecting bolts, between the bolt holes 11 With a distance of 2000mm, the main channel steel formwork 5 and the additional angle steel formwork 8 are connected to form an overall formwork f...

Embodiment 3

[0063] A construction method for super-wide, super-long and large-area cast-in-situ concrete ground flatness and elevation control. The basic steps are the same as those in the first or second embodiment. The difference is: in A, foundation treatment, the ground is divided into points The grid bin and the filling bin pop up the ground concrete dividing grid line; for the ground concrete in the grid bin, after pouring and constructing according to the steps B~H of the above method, curing for three days, and then the following steps:

[0064] I: Pouring and filling the floor concrete: first remove the template around the floor concrete of the compartment, place the vibrating leveling roller rolling equipment directly on the concrete of the two compartments that have been poured, pour the concrete in the compartment, and vibrate Rolling rollers are used for leveling to lift the slurry, flattened and smoothed or napped according to the design, and sealed with a film for watering and ...

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Abstract

The invention relates to a control device of the flatness and the elevation of a cast-in-place concrete ground surface, which comprises a master groove steel mould, a mater groove steel bracket for fixing the master groove steel mould, and a bracket fixing piece, wherein the master groove steel mould is provided with n groups of module elevation adjusting mechanisms; each group of the module elevation adjusting mechanism comprises a support cushion plate and a set of adjusting bolt which consists of a support screw rod, a fastening cushion ring and an adjusting screw cap; and the support cushion plate is put into a gap between the master groove steel mould and the foundation. The method for controlling the flatness and the elevation of the cast-in-place concrete ground surface with the control device comprises the following steps: installing n groups of the module elevation adjusting mechanisms on the master groove steel mould; measuring the elevation of the top of a supporting and baffling concrete mould, and adjusting the elevation of the supporting and baffling concrete mould with the module elevation adjusting mechanisms; and locking the master groove steel mould to guarantee the flatness and the elevation of the cast-in-place concrete ground surface. The control device has simple structure, convenient construction method, and can effectively control the precision of the flatness and the elevation of the cast-in-place concrete ground surface, wherein n equals to 2-150.

Description

Technical field: [0001] The invention relates to an in-situ concrete floor flatness and elevation control device and an in-situ concrete floor flatness and elevation control construction method, in particular to a cast-in-place concrete floor flatness and flatness that is used for large area and high flatness standards An elevation control device and a construction method used for the flatness and elevation control of cast-in-place concrete ground. Background technique: [0002] For cast-in-place concrete ground engineering, for projects with different purposes such as highways, airport runways, airport hangars, large squares, large public building floors, and large factory floors, the technical requirements for ground flatness are different; Generally, according to the national acceptance regulations: the flatness of advanced ground is 3 / 2000mm, and some exceed the requirements of the specification. The flatness requirement standard is much higher than the advanced standard of t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/10E01C23/01
Inventor 冯锦华王寿昌冯颖
Owner 广西建工第五建筑工程集团有限公司
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