CN108590166B - Assembled cast-in-place concrete shear wall template system - Google Patents
Assembled cast-in-place concrete shear wall template system Download PDFInfo
- Publication number
- CN108590166B CN108590166B CN201810624334.4A CN201810624334A CN108590166B CN 108590166 B CN108590166 B CN 108590166B CN 201810624334 A CN201810624334 A CN 201810624334A CN 108590166 B CN108590166 B CN 108590166B
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- CN
- China
- Prior art keywords
- nut
- cushion block
- steel truss
- type steel
- template
- 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.)
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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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
- E04G17/0657—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts fully recoverable
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- 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)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The present invention provides a kind of assembled cast-in-place concrete shear wall template systems, including the C-type steel truss connected and composed by several C-type steels and horizontal reinforcement.Through-hole is equipped on two edge-on sides of the porous C fashioned iron, rivet nut is installed in the through-hole, it further include the Screw arbor with nut at both-ends and cover the sealing cushion block on Screw arbor with nut at both-ends that one end can screw in rivet nut, the sealing cushion block includes inside and outside two parts, interior sealing block portion is made of three sections of sleeves that outer diameter is gradually reduced from inside to outside and outermost one section upper with external screw thread, and outer waterstop pad block portion is divided into nut.The present invention realizes application of the detachable template in assembled architecture; and C-type steel truss is due to the design use of protective layer cushion block; C-type steel truss can replace the vertical reinforcement of all or part of concrete shear force wall, ensure that the quality of assembled in-situ concrete wall while reducing cost.
Description
Technical field
The present invention relates to a kind of wall form system of building, especially a kind of concrete shear force wall wall form
System.
Background technique
Applicant exempts from demoulding wall form system and conducts in-depth research, it was also proposed that some relevant patent applications.
Research and develop before it is some exempt from demoulding wall form system, C-type steel truss, can only be as exempting to tear open due to not having concrete cover
The skeleton of wall form plays support fixed function.Exempt from the cement fibrolite plate torn open to exempt from as inside wall or outside wall
Form removal, it is possible to which unsticking causes board wall to separate.
Summary of the invention
The purpose of the present invention is to provide one kind to form protective layer to C-type steel truss, protects while reducing cost
Demonstrate,prove the assembled cast-in-place concrete shear wall template system of the quality of assembled wall.
The object of the present invention is achieved like this: including the C-type steel purlin connected and composed by porous C fashioned iron and horizontal reinforcement
Frame is equipped with through-hole on two edge-on sides of the porous C fashioned iron, installs rivet nut in the through-hole, further include that one end can
Screw in rivet nut in Screw arbor with nut at both-ends and cover the sealing cushion block on Screw arbor with nut at both-ends, the sealing cushion block includes inside and outside two
Point, interior sealing block portion is made of three sections of sleeves that outer diameter is gradually reduced from inside to outside and outermost one section is upper with outer spiral shell
Line, outer waterstop pad block portion are divided into nut.
The present invention may also include:
1. the outer surface of most interior one section of sealing cushion block is in a circular table shape in.
2. being also connected with vertical reinforcement on porous C fashioned iron, the density of vertical reinforcement is lower than the density of horizontal reinforcement.
3. inner template and exterior sheathing is respectively set in the inside and outside of C-type steel truss, it is distributed with and runs through in inner template and exterior sheathing
The interlude in hole, interior sealing cushion block is through in through hole, and outer sealing cushion block is screwed on outermost one section of interior sealing cushion block, in internal model
The reinforcement flitch and square steel pipe of arranged crosswise are set outside plate and exterior sheathing, group is locked by template in the other end of Screw arbor with nut at both-ends
Inner template or exterior sheathing are fixed on C-type steel truss by part.
Porous C steel truss is transformed in the present invention, cooperates the Screw arbor with nut at both-ends that can be dismantled repeatedly and external member.It will be traditional
The construction technology of wall inner and outer template upgrades, and not only makes finished product wall quality more stable, realizes detachable template and assembling
Application in formula building, and C-type steel truss, due to the design use of protective layer cushion block, C-type steel can replace all or part of
Concrete shear force wall vertical reinforcement ensure that the quality of assembled wall while reducing cost.
Detailed description of the invention
Fig. 1 is the assembling schematic diagram (not including vertical reinforcement) of C-type steel truss and rivet nut.
Fig. 2 is the cross-sectional view of Fig. 1.
Fig. 3 is the assembling schematic diagram (including vertical reinforcement) of C-type steel truss and rivet nut.
Fig. 4 is general structure schematic diagram.
Fig. 5 is the cross-sectional view of Fig. 4.
Fig. 6 is the structural schematic diagram for the concrete shear force wall to be formed.
Specific embodiment
The invention will be further described for citing with reference to the accompanying drawing.
Fig. 1-Fig. 2 is first combined, C-type steel truss is formed by welding by porous C fashioned iron 1 and horizontal reinforcement 2, porous C fashioned iron is complete
Instead of vertical reinforcement, it wherein is equipped with through-hole on the edge-on side of the two of porous C fashioned iron, rivet nut 3 is installed in through-holes.It ties again
Close Fig. 4-Fig. 5, further include Screw arbor with nut at both-ends 20 and sealing cushion block, sealing cushion block includes inside and outside two parts, interior sealing block portion 4 by
Three sections of sleeves that outer diameter is gradually reduced from inside to outside are constituted and outermost one section upper with external screw thread, and outer sealing block portion 5 is
One end of nut, Screw arbor with nut at both-ends screws in rivet nut, and outer sealing block portion covers on Screw arbor with nut at both-ends, inner template 6 and external mold
Through hole is distributed on plate 7, inner template and exterior sheathing are respectively arranged at the two sides of C-type steel truss, the interlude of interior sealing cushion block
It is through in the through hole in template, outer sealing cushion block is screwed on outermost one section of the screw thread of interior sealing cushion block, in inner template and outside
Arranged crosswise is set outside template and reinforces flitch 8 and square steel pipe 9, is incited somebody to action in the other end of Screw arbor with nut at both-ends by template locked component 10
Inner template or exterior sheathing are fixed on C-type steel truss.
In conjunction with Fig. 6, the outer surface of interior sealing block portion is in three sections of stepped constructions in the present invention, and most interior one section makes mould
Certain spacing is reserved between plate and C-type steel truss, main supporting course 12 is formed after casting concrete among C-type steel truss, in C
Steel truss two sides are formed and main supporting course integral external protection 14 and inner protective layer 13.
On the basis of the above embodiment, the present invention can have following improvement project:
1. the outer surface of most interior one section of interior sealing cushion block is in a circular table shape.It is more convenient for interior sealing cushion block in this way from mixed
It is detached from solidifying protective soil layer.Thermal insulation mortar 15 is filled in the groove after being detached from concrete cover in sealing cushion block.
2. combine Fig. 3, it is connected with vertical steel on porous C fashioned iron, 11, the density of vertical reinforcement is close lower than horizontal reinforcement
Degree, porous C fashioned iron replace part vertical reinforcement.
Preparation process of the invention are as follows:
(1) it is punched on the stile of porous C fashioned iron two sides according to template installation requirement.
(2) rivet nut is installed in porous C fashioned iron punch position.
(3) with porous C fashioned iron according to the shape for being related to requiring to be assembled into the wall body constructions such as straight panel, right angle, T-type, by structure
It calculates and requires to weld concrete wall horizontal reinforcement in porous C steel truss outer ledge, by Structure Calculation demand in c-type truss
Between arrange vertical reinforcement.
(4) wall inner and outer template is pressed corresponding porous C steel truss stile position of opening and is punched, installation template sealing cushion block,
It can prevent concrete mortar leakage from playing the role of protective layer cushion block again.
(5) Screw arbor with nut at both-ends is passed through the sealing cushion block in template by inner and outer template and the device to hole bit combination of C-type steel truss bars net
Hole is screwed into the rivet nut on C-type steel truss.Last installation template fixed flitch, steel pipe, lock steel with suite of tools
Pipe
(6) after combining lifting, the casting concrete in cavity.
(7) steel pipe and attachment fastener are finally removed, screw rod is unloaded, removes template, clog thermal insulation mortar in metope hole.
Claims (3)
1. a kind of assembled cast-in-place concrete shear wall template system, including structure is connect with horizontal reinforcement by several porous C fashioned iron
At C-type steel truss staking is installed in the through-hole it is characterized in that: being equipped with through-hole on two edge-on sides of the porous C fashioned iron
Nut further includes the Screw arbor with nut at both-ends that can screw in rivet nut of one end and covers the sealing cushion block on Screw arbor with nut at both-ends, it is described only
Water cushion block includes inside and outside two parts, and interior sealing block portion is made of and outermost three sections of sleeves that outer diameter is gradually reduced from inside to outside
One section it is upper have external screw thread, outer waterstop pad block portion is divided into nut, and inner template and external mold is respectively set in the inside and outside of C-type steel truss
Through hole is distributed on plate, inner template and exterior sheathing, the interlude of interior sealing cushion block is through in through hole, and outer sealing cushion block is screwed in
On outermost one section of interior sealing cushion block, the reinforcement flitch and square steel pipe of arranged crosswise are set outside inner template and exterior sheathing,
Inner template or exterior sheathing are fixed on C-type steel truss by the other end of screw rod by template locked component.
2. assembled cast-in-place concrete shear wall template system according to claim 1, it is characterized in that: interior sealing cushion block
One section most interior of outer surface is in a circular table shape.
3. assembled cast-in-place concrete shear wall template system according to claim 1 or 2, it is characterized in that: porous C fashioned iron
On be also connected with vertical reinforcement, the density of vertical reinforcement is lower than the density of horizontal reinforcement.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810624334.4A CN108590166B (en) | 2018-06-16 | 2018-06-16 | Assembled cast-in-place concrete shear wall template system |
| RU2020133142A RU2748100C1 (en) | 2018-06-16 | 2018-09-28 | Formworking system for premium-monolithic concrete walls - diaphragm of rigidity |
| PCT/CN2018/108248 WO2019237575A1 (en) | 2018-06-16 | 2018-09-28 | Assembled cast-in-place concrete shear wall template system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810624334.4A CN108590166B (en) | 2018-06-16 | 2018-06-16 | Assembled cast-in-place concrete shear wall template system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108590166A CN108590166A (en) | 2018-09-28 |
| CN108590166B true CN108590166B (en) | 2019-08-06 |
Family
ID=63627986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810624334.4A Active CN108590166B (en) | 2018-06-16 | 2018-06-16 | Assembled cast-in-place concrete shear wall template system |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN108590166B (en) |
| RU (1) | RU2748100C1 (en) |
| WO (1) | WO2019237575A1 (en) |
Families Citing this family (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109577538B (en) * | 2018-12-12 | 2020-05-05 | 湖南易兴建筑有限公司 | Roof construction method |
| CN109653405B (en) * | 2019-02-01 | 2024-06-21 | 王胜勇 | Template device and supporting method for concrete partition wall, floor and disassembly-free panel |
| CN110512860A (en) * | 2019-09-19 | 2019-11-29 | 武汉悉道建筑科技有限公司 | A kind of reinforcing bar integrated template system and preparation method thereof |
| CN113585754A (en) * | 2021-08-06 | 2021-11-02 | 江苏通平建设工程有限公司 | Syllogic stagnant water screw rod convenient to loading and unloading |
| CN113718990A (en) * | 2021-09-09 | 2021-11-30 | 广东博智林机器人有限公司 | Industrialized bearing wall, industrialized non-bearing wall and manufacturing method thereof |
| CN113818684A (en) * | 2021-09-23 | 2021-12-21 | 上海建工七建集团有限公司 | Shear wall template system and using method thereof |
| CN114086758B (en) * | 2021-11-25 | 2023-04-04 | 北京住总集团有限责任公司工程总承包二部 | Loose-spliced bare concrete arc wall formwork and installation method thereof |
| CN115288423A (en) * | 2022-08-08 | 2022-11-04 | 中建八局第四建设有限公司 | Reinforcing construction method for stair shear wall template |
| CN115262954A (en) * | 2022-08-19 | 2022-11-01 | 中国建筑第二工程局有限公司 | Construction method of novel shear wall steel back ridge supporting system |
| CN115492379B (en) * | 2022-09-29 | 2023-09-12 | 中建八局科技建设有限公司 | Prefabricated Liang Waigua line support frame and construction method thereof |
| CN115506622B (en) * | 2022-10-11 | 2023-06-23 | 江苏海洋大学 | Construction method for embedded angle steel pull rod combined sleeve piece reinforced brick masonry wall |
| CN116464203B (en) * | 2023-05-16 | 2023-12-05 | 中铁十一局集团有限公司 | Construction process of cast-in-situ floor slab embedded PVC water stop joint |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1767130A1 (en) * | 1990-08-13 | 1992-10-07 | Нижегородский инженерно-строительный институт им.В.П.Чкалова | Traveling formwork |
| EA007114B1 (en) * | 2005-05-04 | 2006-06-30 | Научно-Исследовательское И Экспериментально-Проектное Республиканское Унитарное Предприятие "Институт Белниис" | High-rise building |
| CN201362961Y (en) * | 2009-03-03 | 2009-12-16 | 吴兵 | Split-type opposite-drawing screw rod |
| KR200457704Y1 (en) * | 2009-04-07 | 2011-12-29 | 세일산업(주) | One-body type concrete form panel |
| CN103114722A (en) * | 2013-02-04 | 2013-05-22 | 中天建设集团有限公司 | Three-sectional water stopping screw for basement exterior wall |
| WO2016064005A1 (en) * | 2014-10-23 | 2016-04-28 | 박건희 | Mold assembly provided with gap maintaining member easily coupled thereto and separated therefrom |
| KR20180025641A (en) * | 2016-09-01 | 2018-03-09 | 박상목 | Mold steel supporter |
| CN106522406A (en) * | 2016-11-18 | 2017-03-22 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembly type cast-in-place concrete exterior thermal insulation wall steel skeleton framework system and connecting piece |
| CN107558731A (en) * | 2017-09-29 | 2018-01-09 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
| CN208586892U (en) * | 2018-06-16 | 2019-03-08 | 哈尔滨鸿盛建筑材料制造股份有限公司 | Assembled steel skeleton template |
-
2018
- 2018-06-16 CN CN201810624334.4A patent/CN108590166B/en active Active
- 2018-09-28 WO PCT/CN2018/108248 patent/WO2019237575A1/en active Application Filing
- 2018-09-28 RU RU2020133142A patent/RU2748100C1/en active
Also Published As
| Publication number | Publication date |
|---|---|
| RU2748100C1 (en) | 2021-05-19 |
| WO2019237575A1 (en) | 2019-12-19 |
| CN108590166A (en) | 2018-09-28 |
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