CN105735636B - A kind of flashing wall form installs device and method - Google Patents
A kind of flashing wall form installs device and method Download PDFInfo
- Publication number
- CN105735636B CN105735636B CN201610065554.9A CN201610065554A CN105735636B CN 105735636 B CN105735636 B CN 105735636B CN 201610065554 A CN201610065554 A CN 201610065554A CN 105735636 B CN105735636 B CN 105735636B
- Authority
- CN
- China
- Prior art keywords
- exterior sheathing
- inner template
- template
- bar
- wall
- 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.)
- Active
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of flashing wall form and installs device, including support frame and modular unit, and support frame includes horizon bar and the inner bracing piece and outer support bar that are vertically arranged, horizon bar are fixedly connected with the default reinforcing bar of floor, determines the position of walling body to be poured；Modular unit includes the inner template being arranged between two inner bracing pieces, the exterior sheathing being arranged between two outer support bars, the outer surface of inner template is provided with multiple tracks and reinforced encloses fine strain of millet in, the outer surface of exterior sheathing is provided with multiple tracks and reinforced with peripheral fine strain of millet, wherein, fine strain of millet is enclosed in the bottom of inner template to be arranged between the inner bracing piece on the outside of the outer surface and inner template of inner template, inner template is clamped between two inner bracing pieces, the peripheral fine strain of millet of the bottom of exterior sheathing is arranged between the outer support bar on the outside of the outer surface and exterior sheathing of exterior sheathing, exterior sheathing is clamped between two outer support bars.Using the device, solve lower mouth easily rise film, it is suitable for reading inside contract, the problems such as wall shifts.
Description
Technical field
The present invention relates to the realm of building construction, specifically, is related to a kind of flashing wall form and installs device and method.
Background technology
The wall of the toilet of residential project is generally shear wall, and according to code requirement, bottom flashing altitude range
Concrete wall need to pour simultaneously with floor concrete, cause the position wall formwork generally to be applied with reinforcing template without the suitable strong point
Work is installed using the connection of steel pipe wall border is overall, and wall shifting often occurs in the concrete wall that this routine hangs the construction of mould way
There is the problems such as deviation because template inside contracts size in rise film, wall suitable for reading of position, bottom, or because dare not firmly vibrate, concrete appearance is not close
Real, the external force rear mold board size such as the concrete that vibrated deforms, and easily produces many quality problems, and there is presently no effective solution
Certainly scheme.
The content of the invention
To solve the problems, such as formwork erection, it is ensured that the construction quality of wall, present invention offer one kind is simple in construction, can ensure
The mold method of construction quality, after this method, wall size has carried out stationary positioned, it can be ensured that wall it is indeformable, no
Displacement, it is easy to worker to carry out the construction of vibrating of concrete.
According to an aspect of the present invention, there is provided a kind of flashing wall form installs device, including support frame (3) and template
Unit, support frame as described above (3) include two horizon bars (301,302) for being arranged on the different horizontal direction of height of bottom and
Two inner bracing pieces (304,306) being vertically arranged and two outer support bars (303,305), two horizon bars (301,302) and
The default reinforcing bar of floor is fixedly connected, so that it is determined that the position of walling body to be poured；The modular unit includes being arranged in two
Inner template (1) between support bar (304,306), the exterior sheathing (2) being arranged between two outer support bars (303,305),
Form concreting space between the inner template (1) and exterior sheathing (2), the outer surface of the inner template (1) is provided with more
Road reinforces is provided with multiple tracks reinforcing perimeter beams with interior grit, the outer surface of the exterior sheathing (2), wherein, under inner template (1)
The interior grit (402) in portion is arranged between the inner bracing piece (306) on the outside of the outer surface and inner template (1) of inner template (1), by
Template (1) is clamped between two inner bracing pieces (304,306), and the perimeter beams (502) of the bottom of exterior sheathing (2) are arranged on external mold
Between outer support bar (305) on the outside of the outer surface of plate (2) and exterior sheathing (2), exterior sheathing (2) is clamped on two outer support bars
Between (303,305).
Alternatively, the flashing wall form, which installs device, also includes locking member (6), and the locking member (6) passes through
The interior grit (401) on inner template (1) top and the perimeter beams (501) on exterior sheathing (2) top are by inner template (1) and exterior sheathing (2)
Locking, prevent the upper deformation of modular unit.
Alternatively, in construction, multiple support frames and multiple tight lock parts are arranged along the length direction compartment of terrain of wall construction
Part.
Alternatively, the distance between the multiple support frame is less than or equal to 1000mm, between the multiple locking member
Distance is less than or equal to 1000mm.
Alternatively, the inner bracing piece (304,306), outer support bar (303,305) are higher by higher horizon bar respectively
(301) it is more than or equal to 100mm height.
Alternatively, the lower end of the inner bracing piece (304,306) and two outer support bars (303,305) is clicked through in advance
Row antirust treatment.
Alternatively, the horizon bar (301,302) is fixedly connected with the default reinforcing bar of floor using wire binding mode.
According to another aspect of the present invention, there is provided a kind of flashing wall form erection method, comprise the following steps：According to
The size of wall and floor, makes support frame, and the support frame has two of the different horizontal direction of the height for being arranged on bottom
Horizon bar and two inner bracing pieces and two outer support bars being vertically arranged；By support frame along wall length direction arranged for interval
It is fixedly connected on the default reinforcing bar of floor, and by two horizon bars with the default reinforcing bar of floor, so that it is determined that walling body to be poured
Position；Inner template is installed between two inner bracing pieces, exterior sheathing is installed between two outer support bars, the inner template
Outer surface is provided with the interior grit of multiple tracks reinforcing, and the outer surface of the exterior sheathing is provided with multiple tracks reinforcing perimeter beams, described
Concreting space is formed between inner template and exterior sheathing, wherein, the interior grit of the bottom of inner template is arranged on inner template
Between inner bracing piece on the outside of outer surface and inner template, between inner template is clamped on into two inner bracing pieces, the bottom of exterior sheathing
Perimeter beams be arranged between the outer support bar on the outside of the outer surface and exterior sheathing of exterior sheathing, exterior sheathing is clamped on outside two and propped up
Between strut；Wall and floorslab concrete are poured simultaneously, complete construction.
Alternatively, the formwork erection method also includes setting multiple locking members, and each locking member passes through inner template
The perimeter beams on interior grit and the exterior sheathing top on top lock inner template and exterior sheathing, prevent the upper deformation of modular unit.
Brief description of the drawings
By the way that embodiment is described with reference to accompanying drawings below, features described above of the invention and technological merit will become
More understand and be readily appreciated that.
Fig. 1 is the schematic diagram that flashing wall form according to embodiments of the present invention installs device；
Fig. 2 is the schematic diagram for the support frame that flashing wall form according to embodiments of the present invention installs device；
Fig. 3 is the construction schematic diagram that flashing wall form according to embodiments of the present invention installs device.
Embodiment
The embodiment that flashing wall form of the present invention installs device and method described below with reference to the accompanying drawings.This
The those of ordinary skill in field will recognize, without departing from the spirit and scope of the present invention, can with it is various not
Same mode or its combination is modified to described embodiment.Therefore, accompanying drawing and description are inherently illustrative, and
It is not intended to limit scope of the claims.In addition, in this manual, accompanying drawing is drawn not in scale, and identical
Reference represents identical part.
According to an aspect of the present invention, there is provided a kind of flashing wall form installs device, the present embodiment using toilet as
Example, the concrete wall of the bottom flashing altitude range of toilet need to pour simultaneously with floor concrete.Locked using support frame and top
Mode installs wall form.As shown in figure 1, the flashing wall form, which installs device, includes modular unit, support frame 3, such as Fig. 2 institutes
Showing, support frame 3 includes the horizon bar 301,302 for being arranged on different two horizontal directions of height of bottom, and be vertically arranged
Two inner bracing pieces 304,306, two outer support bars 303,305.The support frame is more than or equal to 14mm steel bar welding using diameter
Connect and form, two horizon bars 301,302 are fixedly connected with the default reinforcing bar of floor to determine the position of wall respectively.Generally use
The mode of steel wire lashing carries out bar connecting, can set multiple junctions as needed, for example, each horizon bar settable 2
At to 3 and floor bar connecting.By the connection of horizon bar and the default reinforcing bar of floor, the position of fixing support rack, also
It is the position for securing the wall that will be poured into a mould.There is concrete floor slab placement cope plate 7 upper and lower part that floor presets reinforcing bar respectively
With lower template 8, concrete floor slab placement space is formed between cope plate 7 and lower template 8.The inner bracing piece 304 that is vertically arranged, outer support
Bar 305 is used for the thickness for controlling wall.As shown in figure 1, modular unit includes the inner template being arranged between two inner bracing pieces
1, and the exterior sheathing 2 being arranged between two outer support bars, the outer surface of inner template 1 is provided with multiple tracks and reinforced with interior grit, Fig. 1
In grit 401,402 in twice are only shown, the outer surface of exterior sheathing 2 is provided with multiple tracks reinforcing perimeter beams, two is only shown in Fig. 1
Road perimeter beams 501,502.Wherein, the interior grit 402 of the bottom of inner template 1 is arranged on outer surface and the inner bracing piece of inner template 1
Between 306, support locking inner template；The perimeter beams 502 of the bottom of exterior sheathing 2 are arranged on outer surface and the outer support of exterior sheathing 2
Between bar 305, support locking exterior sheathing.Concreting space is formed between inner template and exterior sheathing.Can from Fig. 1
Go out, horizon bar 301 and 302 forms floor plus protective layer, and the thickness of perimeter beams 502 is equal to outer branch plus the thickness of exterior sheathing 2
The distance between strut 303 and 305, the distance between inner template 1 and exterior sheathing 2 are the thickness of wall.
The apparatus structure of the present invention is simple, by adding the locking member of support frame and modular unit top, shuttering supporting
System has reached indeformable, position is fixed, solve lower mouth easily rise film, it is suitable for reading inside contract, wall shift the problems such as, ensure that this
On return the construction quality of wall.
In one alternate embodiment, on the top for the wall that will be poured into a mould, that is, inner template 1 and exterior sheathing 2 is upper
Portions, inner template and exterior sheathing are locked using locking member 6, limit the upper deformation of modular unit, prevent cast wall it is upper
There is dimensional discrepancy in portion.Alternatively, in the present embodiment, plank of the width for 100mm is used, certainly, locking member 6 can also
Using other materials and shape, as long as inner template and exterior sheathing can be locked.Locking member passes through in inner template top
The perimeter beams on grit and exterior sheathing top fix inner template and exterior sheathing, as shown in figure 1, one end of locking member 6 and interior enclosing
Beam 401 is fixedly connected, and the other end of locking member 6 is fixedly connected with perimeter beams 501, so as to limit inner template, exterior sheathing it is upper
Portion deforms when pouring into a mould concrete.
In one alternate embodiment, in construction, by the length side of multiple support frames and locking member along wall construction
To arranged for interval, the spacing that the present embodiment uses is 800mm, according to the intensity size of support frame, can adjust the spacing, but
Away from not preferably greater than 1000mm.As shown in figure 3,9 wall to be formed after cast in figure, along the length direction interval cloth of wall construction
Support frame 3 and locking member 6 are put, support frame 3 fixes modular unit, so as to form the casting space of wall 9, and tight lock part
Part 6 locks the top of modular unit, ensures that the upper dimension of wall 9 is not overproof.
In one alternate embodiment, there is corrosion in the position to prevent the lower template 8 of support frame and floor from contacting, is welding
After having connect support frame, the lower end point of pair of interior support bar 304,306 and two outer support bars 303,305 carries out antirust treatment.
In one alternate embodiment, inner bracing piece, outer support bar are all more than or equal to 100mm beyond horizon bar 301 upwards
Distance, so as to ensure to inner template and exterior sheathing support locking.
According to another aspect of the present invention, there is provided a kind of flashing wall form erection method, comprise the following steps：
According to the size of wall and floor, support frame is made, the support frame has different two of the height for being arranged on bottom
The horizon bar of individual horizontal direction, and two inner bracing pieces, the two outer support bars being vertically arranged；
By support frame along wall length direction arranged for interval on the default reinforcing bar of floor, and by two horizon bars and floor
Default reinforcing bar be fixedly connected, so that it is determined that the position of wall；
The upper and lower part that reinforcing bar is preset in floor sets concrete floor slab placement cope plate and lower template respectively, in cope plate and
Concrete floor slab placement space is formed between lower template, inner template is installed between two inner bracing pieces, pacified between two outer support bars
Exterior sheathing is filled, the outer surface of inner template is provided with the interior grit of multiple tracks reinforcing, and the outer surface of exterior sheathing is provided with multiple tracks and reinforces use
Perimeter beams, wall casting space is formed between inner template and exterior sheathing；
Wherein, the interior grit of the bottom of inner template is arranged between the outer surface of inner template and inner bracing piece, support lock
Tight inner template, the perimeter beams of the bottom of exterior sheathing are arranged between the outer surface of exterior sheathing and outer support bar, support locking is outer
Template；
Wall and floorslab concrete are poured simultaneously, complete construction.
In one alternate embodiment, the formwork erection method also includes setting multiple locking members, each locking member
Inner template and exterior sheathing are locked by the perimeter beams on interior grit and the exterior sheathing top on inner template top, prevent modular unit
Upper deformation, so as to ensure that the size on wall top is not overproof.
Device and method is installed by the flashing wall form of the present invention, adds the locking on support frame and modular unit top
Part, form bracing system has reached indeformable, position is fixed, solve lower mouth easily rise film, it is suitable for reading inside contract, wall displacement etc.
Problem, it ensure that the construction quality that wall is returned on this.
The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention, for those skilled in the art
For member, the present invention can have various modifications and variations.Any modification within the spirit and principles of the invention, being made,
Equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (7)
1. a kind of flashing wall form installs device, it is characterised in that including support frame (3) and modular unit,
Support frame as described above (3) is planar structure, including is arranged on two horizon bars of the different horizontal direction of height of bottom
(301,302) and two inner bracing pieces (304,306) being vertically arranged and two outer support bars (303,305), two levels
Bar (301,302) is fixedly connected with the default reinforcing bar of floor, so that it is determined that the position of walling body to be poured；
The modular unit includes being arranged on inner template (1) between two inner bracing pieces (304,306), be arranged on two outside prop up
Exterior sheathing (2) between strut (303,305), it is empty that concreting is formed between the inner template (1) and exterior sheathing (2)
Between, the outer surface of the inner template (1) is provided with multiple tracks and reinforced with interior grit, and the outer surface of the exterior sheathing (2) is provided with more
Road reinforcing perimeter beams,
Wherein, the interior grit (402) of the bottom of inner template (1) is arranged on the outside of the outer surface and inner template (1) of inner template (1)
Between inner bracing piece (306), between inner template (1) is clamped on into two inner bracing pieces (304,306), the bottom of exterior sheathing (2)
Perimeter beams (502) be arranged between the outer support bar (305) on the outside of the outer surface and exterior sheathing (2) of exterior sheathing (2), by external mold
Plate (2) is clamped between two outer support bars (303,305),
Wherein, the flashing wall form, which installs device, also includes locking member (6), the locking member (6) and inner template (1)
The interior grit (401) on top is fixedly connected with the upper end of the perimeter beams (501) on exterior sheathing (2) top, by inner template (1) and external mold
Plate (2) is locked, and prevents the upper deformation of modular unit.
2. device according to claim 1, it is characterised in that in construction, along the length direction compartment of terrain of wall construction
Arrange multiple support frames and multiple locking members.
3. device according to claim 2, it is characterised in that the distance between the multiple support frame is less than or equal to
The distance between 1000mm, the multiple locking member is less than or equal to 1000mm.
4. device according to claim 1, it is characterised in that the inner bracing piece (304,306), outer support bar (303,
305) height that higher horizon bar (301) is more than or equal to 100mm is higher by respectively.
5. device according to claim 1, it is characterised in that outer to the inner bracing piece (304,306) and two in advance
The lower end point of support bar (303,305) carries out antirust treatment.
6. device according to claim 1, it is characterised in that the default reinforcing bar of the horizon bar (301,302) and floor
It is fixedly connected using wire binding mode.
7. a kind of flashing wall form erection method, it is characterised in that comprise the following steps：
According to the size of wall and floor, support frame is made, the support frame be planar structure, with being arranged on the height of bottom not
Two horizon bars of same horizontal direction and two inner bracing pieces and two outer support bars being vertically arranged；
By support frame along wall length direction arranged for interval on the default reinforcing bar of floor, and by the pre- of two horizon bars and floor
If reinforcing bar is fixedly connected, so that it is determined that the position of walling body to be poured；
Inner template is installed between two inner bracing pieces, exterior sheathing is installed between two outer support bars, the inner template it is outer
Surface is provided with the interior grit of multiple tracks reinforcing, and the outer surface of the exterior sheathing is provided with multiple tracks reinforcing perimeter beams, described interior
Concreting space is formed between template and exterior sheathing,
Wherein, the interior grit of the bottom of inner template is arranged between the inner bracing piece on the outside of the outer surface and inner template of inner template,
Between inner template is clamped on into two inner bracing pieces, the perimeter beams of the bottom of exterior sheathing are arranged on outer surface and the external mold of exterior sheathing
Between outer support bar on the outside of plate, exterior sheathing is clamped between two outer support bars；
Wall and floorslab concrete are poured simultaneously, complete construction,
Wherein, the formwork erection method also includes the perimeter beams on interior grit and the exterior sheathing top on inner template top with withholding
Locking member in template upper end is fixedly connected, and so as to which inner template and exterior sheathing be locked, prevents the upper deformation of modular unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610065554.9A CN105735636B (en) | 2016-01-29 | 2016-01-29 | A kind of flashing wall form installs device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610065554.9A CN105735636B (en) | 2016-01-29 | 2016-01-29 | A kind of flashing wall form installs device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105735636A CN105735636A (en) | 2016-07-06 |
| CN105735636B true CN105735636B (en) | 2017-12-29 |
Family
ID=56247106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610065554.9A Active CN105735636B (en) | 2016-01-29 | 2016-01-29 | A kind of flashing wall form installs device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105735636B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108979142B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Hang mould and pour construction structures |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997026418A1 (en) * | 1996-01-17 | 1997-07-24 | M.I. | Structural system for erecting buildings, particularly single-family dwellings |
| CN203097282U (en) * | 2013-03-08 | 2013-07-31 | 中国建筑第七工程局有限公司 | Floorslab concrete ridge platform whole-pouring formwork support |
| CN103628684A (en) * | 2013-12-12 | 2014-03-12 | 中国建筑第八工程局有限公司 | Construction method for casting floor slab and shear wall simultaneously |
| CN203603470U (en) * | 2013-12-15 | 2014-05-21 | 山西四建集团有限公司 | Special tool for reinforcing independent concrete beam plate formwork |
| CN103967271A (en) * | 2014-05-27 | 2014-08-06 | 安徽华力建设集团有限公司 | Formwork combination reinforcing and supporting structure used in short-leg shear wall construction and construction method thereof |
| CN204311756U (en) * | 2014-12-10 | 2015-05-06 | 山西省工业设备安装有限公司 | Concrete bank platform template reinforcing fixture |
-
2016
- 2016-01-29 CN CN201610065554.9A patent/CN105735636B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1997026418A1 (en) * | 1996-01-17 | 1997-07-24 | M.I. | Structural system for erecting buildings, particularly single-family dwellings |
| CN203097282U (en) * | 2013-03-08 | 2013-07-31 | 中国建筑第七工程局有限公司 | Floorslab concrete ridge platform whole-pouring formwork support |
| CN103628684A (en) * | 2013-12-12 | 2014-03-12 | 中国建筑第八工程局有限公司 | Construction method for casting floor slab and shear wall simultaneously |
| CN203603470U (en) * | 2013-12-15 | 2014-05-21 | 山西四建集团有限公司 | Special tool for reinforcing independent concrete beam plate formwork |
| CN103967271A (en) * | 2014-05-27 | 2014-08-06 | 安徽华力建设集团有限公司 | Formwork combination reinforcing and supporting structure used in short-leg shear wall construction and construction method thereof |
| CN204311756U (en) * | 2014-12-10 | 2015-05-06 | 山西省工业设备安装有限公司 | Concrete bank platform template reinforcing fixture |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105735636A (en) | 2016-07-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100742577B1 (en) | Composite structural framing system | |
| JP2006322215A (en) | Foundation for facility | |
| JP2008274586A (en) | Pillar head construction method | |
| KR100893765B1 (en) | Supporting structure of slab form | |
| CN105735636B (en) | A kind of flashing wall form installs device and method | |
| CN217028064U (en) | Post-cast strip galvanized steel pipe support frame | |
| CN114382170B (en) | Construction method of upper prefabricated vertical component | |
| EP0054026A1 (en) | Lost formwork for use when casting concrete floors. | |
| CN113027132A (en) | Concrete stepped pouring method for subway slope section plate | |
| JPH11158813A (en) | Concrete pier constructing method | |
| KR101286155B1 (en) | Beam of steel framed reinforced precast concrete structure and, manufacturing methods for the same | |
| JPH0434161A (en) | Centrifugally molded hollow pc concrete column and column construction method | |
| JP6529379B2 (en) | Invert formwork | |
| JP2020186516A (en) | Method of constructing bridge railing | |
| JPH1136442A (en) | Method for constructing reinforced concrete structure and construction member | |
| CN220395203U (en) | Outer wall die block strutting arrangement | |
| JP3029908B2 (en) | Construction method of concrete structure | |
| JP2017197957A (en) | Mold system and construction method of concrete structure | |
| JP3519467B2 (en) | Construction method of basement and integrated foundation | |
| JPH0978836A (en) | Combined reinforcements for wall and beam and formation method of mold by use thereof | |
| JPS648145B2 (en) | ||
| JPS5926740B2 (en) | Foundation construction equipment | |
| JP2001317070A (en) | Permanent form framing method for cellular concrete | |
| JPH0266246A (en) | Insulating concrete with space truss and construction thereof | |
| KR20200048072A (en) | Built-up structure consisting of precast concrete column and steel beam and built-up method of the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |