CN110984568A - Water stop ridge platform template device and construction method - Google Patents

Water stop ridge platform template device and construction method Download PDF

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Publication number
CN110984568A
CN110984568A CN201911343904.3A CN201911343904A CN110984568A CN 110984568 A CN110984568 A CN 110984568A CN 201911343904 A CN201911343904 A CN 201911343904A CN 110984568 A CN110984568 A CN 110984568A
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CN
China
Prior art keywords
positioning
sides
steel bar
template
vertical baffle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201911343904.3A
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Chinese (zh)
Inventor
徐朝阳
杨利民
李治国
刘海霞
索虎军
苗艳杰
姚哲
张海波
徐卫辉
姜腾飞
姚方旭
邢启刚
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Henan DR Construction Group Co Ltd
Original Assignee
Henan DR Construction Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Henan DR Construction Group Co Ltd filed Critical Henan DR Construction Group Co Ltd
Priority to CN201911343904.3A priority Critical patent/CN110984568A/en
Publication of CN110984568A publication Critical patent/CN110984568A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/001Corner fastening or connecting means for forming or stiffening elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts

Abstract

The invention discloses a water stop sill table template device which comprises square timbers, wherein reinforcing devices are symmetrically arranged along two sides of a sill table to be constructed and are symmetrically positioned by positioning reinforcing steel bars, positioning fasteners are arranged on the reinforcing devices, the square timbers and side templates are fixed by a plurality of positioning fasteners, and two sides of the side templates and an existing concrete wall or column form a closed groove body. The invention has simple structure, easy processing, convenient and fast installation and disassembly, can be used in a turnover way, can meet the construction requirement, has strong adaptability, is economic and green, and meets the development requirement of the building industry.

Description

Water stop ridge platform template device and construction method
Technical Field
The invention relates to the field of building construction, in particular to a template device and a construction method suitable for construction of a water stop sill table.
Background
In the building construction, in order to ensure the waterproof effect of a water room, during design, according to the requirements of national and local specifications and on-site actual conditions, a room enclosure wall is generally provided with plain concrete water stop sill platforms with different heights of 150mm to 300mm, the width of the room enclosure wall is different according to room separation and construction processes, and the room enclosure wall generally has different sizes of 80mm, 100mm, 180mm, 200mm and the like. At present, a formwork device of a concrete sill table is mainly carried out in a mode of diagonal bracing or oppositely pulling screw rods, the formwork device is inconvenient to install and remove, time and labor are wasted, the size of an inner opening of a formwork is difficult to control, and the control precision is low, so that the size of a finished product of the sill table has large deviation and cannot meet the design requirement; the traditional ridge platform template is installed and fixed by a large number of nails and the like, and materials such as the template and the square timber are seriously damaged in the installation and removal processes, so that the turnover frequency of the materials is greatly reduced, and the material is spread and sold at a higher level; in the construction, the height and the width of each sill table of the floor are different, most of template devices cannot adapt to the change, and the limitation of tools is large.
Disclosure of Invention
The invention aims to provide a water stop sill table template device which is convenient to use and low in processing cost.
The technical scheme of the invention is that the water stop sill template device comprises square timber and is characterized in that: the reinforcing device is symmetrically arranged along two sides of the sill table to be set and symmetrically positioned by positioning steel bars, positioning fasteners are arranged on the reinforcing device, square timbers and side formworks are fixed by the plurality of positioning fasteners, and two sides of the side formworks and the existing concrete wall or concrete column form a closed groove body together.
The structure of the reinforcing device is as follows: the steel bar positioning device comprises a vertical baffle plate, a steel bar positioning cylinder, strip holes and a horizontal base plate, wherein the vertical baffle plate is arranged in the vertical direction, the steel bar positioning cylinder is arranged in the middle of the vertical baffle plate, the strip holes are symmetrically formed in the vertical baffle plates distributed on two sides of the steel bar positioning cylinder, and the bottom of each vertical baffle plate is horizontally provided with the horizontal base plate; the upper portion of vertical baffle is provided with horizontal steel sheet, be provided with the location tongue in the middle of the horizontal steel sheet, the symmetry is equipped with the location slot hole on the horizontal steel sheet of the both sides of location tongue.
The positioning steel bars are in door shapes.
Positioning fastener structure: the upper portion of positioning fastener is the screw thread post, is equipped with nut and gasket on the screw thread post, and the lower part of positioning fastener is long cylinder.
The cross section of the long column body is semicircular.
Reinforcing apparatus and fastener all adopt steel material, and the spacer bar adopts on-the-spot twisted steel.
A construction method of a water stop sill formwork device comprises the following steps:
(1) adjusting the height position of a positioning fastener on a vertical baffle of a reinforcing device on the same side of the length direction of the ridge platform, fastening, placing a square timber on the vertical baffle, wherein the top height of the square timber is lower than the top height of a side template, simultaneously placing another square timber on a lower horizontal base plate, placing the side template on one side of the square timber close to the ridge platform, positioning and pre-fastening the side template by the positioning fastener on a horizontal steel plate of the reinforcing device, checking and adjusting the square timber and the side template to be in place, and then completely fastening after the square timber and the side template meet the construction requirements;
(2) repeating the step (1) to complete the positioning of the other side template;
(3) popping the ridge table side line by using a paying-off device and an ink line box, and respectively placing the finished side templates on the popped side lines at two sides to enable the inner walls of the side templates to be flush with the side lines;
(4) inserting two ends of a positioning steel bar into the steel bar positioning cylinders of the reinforcing devices on two sides of the ridge table respectively, and clamping the positioning steel bar in the positioning convex grooves to control the width of the ridge table and resist the lateral force transmitted by the side mold and the square timber when concrete is poured;
(5) repeating the step (4) to finish the installation of the next positioning steel bar; the installed template device side templates and the existing concrete wall or concrete column form a closed groove body together.
(6) Marking a pouring marking line on the inner wall of the side mold, and then pouring concrete between the two side templates; and when the strength of the concrete reaches the formwork removal strength required by the specification, pulling out the positioning steel bars to finish the formwork removal, and finishing the sill platform construction to obtain the concrete water stop sill platform.
Like a water stop ridge platform with the same horizontal section shape as a floor and a standard floor, the template can be directly used in a turnover way without being detached; if only the width is different, only the positioning steel bars and the formworks with different lengths can be replaced.
The invention has simple structure, easy processing, convenient and fast installation and disassembly, can be used in a turnover way, can meet the construction requirement, has strong adaptability, is economic and green, and meets the development requirement of the building industry.
Drawings
Figure 1 is a construction state diagram of the present invention,
figure 2 is a top view of figure 1,
figure 3 is a left side view of figure 1,
figure 4 is a schematic view of the construction of the reinforcing apparatus portion according to the invention,
FIG. 5 is a schematic view of a retaining fastener according to the present invention.
Detailed Description
Example 1
The detailed embodiments are to be considered in conjunction with the appended drawings,
a water stop sill template device comprises square timbers 4, wherein reinforcing devices 1 are symmetrically arranged along two sides of a sill to be arranged and are symmetrically positioned by positioning steel bars 2, positioning fasteners 3 are arranged on the reinforcing devices, the square timbers and side templates 5 are fixed by a plurality of positioning fasteners, and end baffles are arranged at two ends of the side templates; the bank platform that this embodiment utilized reinforcing apparatus to treat processing earlier on floor 7 according to the processing needs carries out the position and predetermines, reuse positioning reinforcement comes to carry out the symmetric positioning to reinforcing apparatus again, the position of the wood of top is fixed to the positioning fastener who utilizes reinforcing apparatus to go up the assembly simultaneously, utilize the positioning fastener to carry the side form, make it lean on the wood of top, the formwork assembly side form of installation forms confined cell body together with existing concrete wall or concrete column, be convenient for pour concrete 6 to the cell body that above-mentioned device encloses like this.
The structure of the reinforcing apparatus described in this embodiment is: a vertical baffle 12 is arranged in the vertical direction, a reinforcing steel bar positioning cylinder 14 is arranged in the middle of the vertical baffle, strip holes 13 are symmetrically formed in the vertical baffle distributed on two sides of the reinforcing steel bar positioning cylinder, and a horizontal base plate 11 is horizontally arranged at the bottom of the vertical baffle; the upper portion of vertical baffle is provided with horizontal steel sheet 15, be provided with location tongue 17 in the middle of the horizontal steel sheet, on the horizontal steel sheet of the both sides of location tongue symmetry be equipped with location slot hole 16, this structure in addition location fastener can adjust the relative position of location fastener on rectangular hole as required, can also adjust the relative position of location fastener in the slot hole of location, and application scope is wider.
The positioning steel bar is in a door shape, and the span of the positioning steel bar can be manufactured on site according to the width of an actual sill table.
The structure of the positioning fastener described in this embodiment: the upper portion of positioning fastener is threaded post 21, is equipped with nut 22 and gasket 23 on the threaded post, and the lower part of positioning fastener is long column 24, and the cross-section of long column is semi-circular to guarantee the steady placing of square timber and the bank platform shaping is convenient to be taken out. In actual operation, the fastener placed on the top is tightly attached to the template from one side of the plane, and the fastener placed on the side of the plane is tightly attached to the lower side of the square timber from one side of the plane.
In the case of the example 2, the following examples are given,
a construction method of a water stop sill formwork device comprises the following steps:
(1) adjusting the height position of a positioning fastener on a vertical baffle of a reinforcing device on the same side of the length direction of the ridge platform and fastening, wherein one side of the plane of the positioning fastener is horizontally upward, a square timber is placed on the positioning fastener, the top height of the square timber is lower than the top height of a side template, meanwhile, another square timber is placed on a lower horizontal base plate, the side template is placed on the side of the square timber close to the ridge platform, the positioning fastener on the horizontal steel plate of the reinforcing device is used for positioning and pre-fastening the side template, one side of the plane of the positioning fastener is tightly attached to the surface of the template, and the square timber and the side template are checked and adjusted to be in place to meet the;
(2) repeating the step (1) to complete the positioning of the other side template;
(3) popping the ridge table side line by using a paying-off device and an ink line box, and respectively placing the finished side templates on the popped side lines at two sides to enable the inner walls of the side templates to be flush with the side lines;
(4) inserting two ends of a positioning steel bar into the steel bar positioning cylinders of the reinforcing devices on two sides of the ridge table respectively, and clamping the positioning steel bar in the positioning convex grooves to control the width of the ridge table and resist the lateral force transmitted by the side mold and the square timber when concrete is poured;
(5) repeating the step (4) to finish the installation of the next positioning steel bar; the installed template device side templates and the existing concrete wall or concrete column form a closed groove body together.
(6) Marking a pouring marking line on the inner wall of the side mold, and then pouring concrete between the two side templates; and when the strength of the concrete reaches the formwork removal strength required by the specification, pulling out the positioning steel bars to finish the formwork removal, and finishing the sill platform construction to obtain the concrete water stop sill platform.
The method can conveniently and rapidly manufacture the positioning steel bar meeting the field size requirement according to the width of the actual sill table, and can fully utilize field materials; the square timber and the positioning fastener at the top of the reinforcing device are fixed on the two sides of the side template, so that the side template is prevented from being inclined, the verticality of the side template is ensured, the appearance size precision of the water stop ridge platform can be effectively ensured, and the concrete forming quality is good. The required material of this device all can obtain and make at the job site, simple structure, easily processing is convenient for install fast and is dismantled, can have enough to meet the need of construction, strong adaptability, economy green, the needs that accord with building trade development.
The above examples of the present invention are provided for illustrative clarity and are not intended to limit the scope of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. It is not necessary or necessary to exhaustively enumerate all embodiments herein, and obvious variations or modifications can be made without departing from the scope of the invention.

Claims (6)

1. The utility model provides a stagnant water bank platform template device, it includes square timber, its characterized in that: the reinforcing device is symmetrically arranged along two sides of the sill table to be constructed and symmetrically positioned by positioning steel bars, positioning fasteners are arranged on the reinforcing device, square timbers and side templates are fixed by the plurality of positioning fasteners, and two sides of the side templates and an existing concrete wall or column form a closed groove body together.
2. The sill form assembly of claim 1 further comprising: the structure of the reinforcing device is as follows: the steel bar positioning device comprises a vertical baffle plate, a steel bar positioning cylinder, strip holes and a horizontal base plate, wherein the vertical baffle plate is arranged in the vertical direction, the steel bar positioning cylinder is arranged in the middle of the vertical baffle plate, the strip holes are symmetrically formed in the vertical baffle plates distributed on two sides of the steel bar positioning cylinder, and the bottom of each vertical baffle plate is horizontally provided with the horizontal base plate; the upper portion of vertical baffle is provided with horizontal steel sheet, be provided with the location tongue in the middle of the horizontal steel sheet, the symmetry is equipped with the location slot hole on the horizontal steel sheet of the both sides of location tongue.
3. The sill form assembly of claim 1 further comprising: the positioning steel bars are in door shapes.
4. The sill form assembly of claim 1 further comprising: positioning fastener structure: the upper portion of positioning fastener is the screw thread post, is equipped with nut and gasket on the screw thread post, and the lower part of positioning fastener is long cylinder.
5. The sill form assembly of claim 4 further comprising: the cross section of the long column body is semicircular.
6. A construction method of a water stop ridge platform template device is characterized by comprising the following steps: the method comprises the following steps:
(1) adjusting the height position of a positioning fastener on a vertical baffle of a reinforcing device on the same side of the length direction of the ridge platform, fastening, placing a square timber on the vertical baffle, wherein the top height of the square timber is lower than the top height of a side template, simultaneously placing another square timber on a lower horizontal base plate, placing the side template on one side of the square timber close to the ridge platform, positioning and pre-fastening the side template by the positioning fastener on a horizontal steel plate of the reinforcing device, checking and adjusting the square timber and the side template to be in place, and then completely fastening after the square timber and the side template meet the construction requirements;
(2) repeating the step (1) to complete the positioning of the other side template;
(3) popping the ridge table side line by using a paying-off device and an ink line box, and respectively placing the finished side templates on the popped side lines at two sides to enable the inner walls of the side templates to be flush with the side lines;
(4) inserting two ends of a positioning steel bar into the steel bar positioning cylinders of the reinforcing devices on two sides of the ridge table respectively, and clamping the positioning steel bar in the positioning convex grooves to control the width of the ridge table and resist the lateral force transmitted by the side mold and the square timber when concrete is poured;
(5) repeating the step (4) to finish the installation of the next positioning steel bar; finally, two sides of the side template and the existing concrete wall or concrete column form a closed groove body together;
(6) marking a pouring marking line on the inner wall of the side mold, and then pouring concrete between the two side templates; and when the strength of the concrete reaches the formwork removal strength required by the specification, pulling out the positioning steel bars to finish the formwork removal, and finishing the sill platform construction to obtain the concrete water stop sill platform.
CN201911343904.3A 2019-12-24 2019-12-24 Water stop ridge platform template device and construction method Pending CN110984568A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911343904.3A CN110984568A (en) 2019-12-24 2019-12-24 Water stop ridge platform template device and construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911343904.3A CN110984568A (en) 2019-12-24 2019-12-24 Water stop ridge platform template device and construction method

Publications (1)

Publication Number Publication Date
CN110984568A true CN110984568A (en) 2020-04-10

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Application Number Title Priority Date Filing Date
CN201911343904.3A Pending CN110984568A (en) 2019-12-24 2019-12-24 Water stop ridge platform template device and construction method

Country Status (1)

Country Link
CN (1) CN110984568A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112096064A (en) * 2020-09-18 2020-12-18 苏州金世晟建筑装饰工程有限公司 Water stop ridge and construction method thereof
CN112196267A (en) * 2020-09-28 2021-01-08 安徽中擎建设发展有限公司 Non-traditional secondary construction method for water stop ridge of toilet

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112096064A (en) * 2020-09-18 2020-12-18 苏州金世晟建筑装饰工程有限公司 Water stop ridge and construction method thereof
CN112096064B (en) * 2020-09-18 2021-12-17 苏州金世晟建筑装饰工程有限公司 Water stop ridge and construction method thereof
CN112196267A (en) * 2020-09-28 2021-01-08 安徽中擎建设发展有限公司 Non-traditional secondary construction method for water stop ridge of toilet

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