CN110145117A - A kind of ruggedized construction of ultra-long and ultra-thick core tube template - Google Patents
A kind of ruggedized construction of ultra-long and ultra-thick core tube template Download PDFInfo
- Publication number
- CN110145117A CN110145117A CN201811515180.1A CN201811515180A CN110145117A CN 110145117 A CN110145117 A CN 110145117A CN 201811515180 A CN201811515180 A CN 201811515180A CN 110145117 A CN110145117 A CN 110145117A
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- China
- Prior art keywords
- ultra
- nut
- side template
- steel
- template
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- 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
- 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
- E04G11/085—End form panels for walls
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of ruggedized constructions of ultra-long and ultra-thick core tube template, side template (2) including being located at shear wall (1) two sides, the side template of shear wall two sides is buckled (4) with the steel pipe on the outside of side template through Screw arbor with nut at both-ends (3) and is connect, Screw arbor with nut at both-ends both ends are equipped with nut (5), by tightening on the back cord (7) that a pair of of parallel steel tube (6) is pressed on the outside of side template by nut；One group of steel tie (8) is being equipped with along shear wall length direction, steel tie both ends and connecting screw (9) are welded, Side Template (10) of the connecting screw through shear wall both ends is buckled with the steel pipe on the outside of Side Template to be connect, it is screwed with nut on the external screw thread of connecting screw, by tightening on the back cord that a pair of of parallel steel tube is pressed on the outside of Side Template by nut.The present invention solves the problems, such as that common Screw arbor with nut at both-ends length is not able to satisfy ultra-long and ultra-thick Core Walls Structure shear wall Side Template concreting side pressure.
Description
Technical field
The present invention relates to a kind of ruggedized constructions of ultra-long and ultra-thick core tube template, belong to technical field of building construction.
Background technique
As the development and construction industry of society are constantly progressive, building trade more and more high-rise Super High and overpass
Deng building.In super high-rise building, different use function and flexible use space are built to meet, is usually all designed framed
The Core Walls Structure of frame structure.As more and more Core Walls Structure super thick overlength superelevation mass concrete shear walls occur, and construction
The precision of scantling is required constantly to reinforce in work progress.The structure and construction method of existing shear wall formwork can not
Meet being precisely controlled for ultra-long and ultra-thick Core Walls Structure shearing wall size, it is easy to swollen mould phenomenon occur and occur, cause material and manpower
Waste, do not meet the theory requirement of green construction and sustainable development.
Summary of the invention
The object of the present invention is to provide a kind of ruggedized constructions of ultra-long and ultra-thick core tube template, according in shear wall
Thickness length direction in shear wall increases reinforced drawknot bar, side pressure of the shear wall inner concrete to template when being poured with meeting
Power prevents swollen mould phenomenon and occurs, thus overcome the deficiencies in the prior art.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of ruggedized construction of ultra-long and ultra-thick core tube template of the invention, the side template including being located at shear wall two sides, shearing
The side template of wall two sides is buckled with the steel pipe on the outside of side template through Screw arbor with nut at both-ends and is connect, and Screw arbor with nut at both-ends both ends are equipped with nut, by twisting
A pair of of parallel steel tube is pressed on the back cord on the outside of side template by tight nut；One group of drawknot steel is being equipped with along shear wall length direction
Muscle, steel tie both ends and connecting screw weld, Side Template of the connecting screw through shear wall both ends and the steel on the outside of Side Template
Pipe thread connects, and is screwed with nut on the external screw thread of connecting screw, and a pair of of parallel steel tube is pressed on the outside of Side Template by tightening nut
Back cord on.
In aforementioned structure, the long reinforcing bar both ends welding Chong Die with connecting screw, overlap length is not less than 100mm；Using
Two-sided welding mode connects.
In aforementioned structure, the connecting screw length buckles thickness not less than Side Template, back cord and steel pipe and parallel steel tube is straight
The sum of diameter.
In aforementioned structure, the steel tie diameter is not less than 16mm.
In aforementioned structure, the nut is cast steel nut.
By adopting the above-described technical solution, the present invention, which solves common Screw arbor with nut at both-ends length, is not able to satisfy ultra-long and ultra-thick core
The problem of heart cylinder shear wall Side Template concreting side pressure, fixation of the present invention, high reliablity；It is being poured using the present invention
The phenomenon that process and vibration tamp process are not in swollen mould can effectively avoid concrete waste and artificial using the present invention
The human and material resources of processing wastes.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
In the figure, it is marked as 1- shear wall, 2- side template, 3- Screw arbor with nut at both-ends, 4- steel pipe are buckled, 5- nut, 6- parallel steel tube, 7-
Back cord, 8- steel tie, 9- connecting screw, 10- Side Template.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples.
The ruggedized construction of a kind of ultra-long and ultra-thick core tube template of the invention, as shown in Figure 1, including being located at 1 liang of shear wall
The side template 2 of side, the side template 2 of 1 two sides of shear wall is buckled 4 with the steel pipe in 2 outside of side template through Screw arbor with nut at both-ends 3 and is connect, to drawing spiral shell
3 both ends of bar are equipped with nut 5, and a pair of of parallel steel tube 6 is pressed on the back cord 7 in 2 outside of side template by tightening nut 5；It is cut on edge
1 length direction of power wall is equipped with one group of steel tie 8, and 8 both ends of steel tie and connecting screw 9 weld, and connecting screw 9 is through shearing
The Side Template 10 at 1 both ends of wall is buckled 4 with the steel pipe in 10 outside of Side Template and is connect, and nut 5 is screwed on the external screw thread of connecting screw 9, is led to
It crosses and tightens on the back cord 7 that a pair of of parallel steel tube 6 is pressed on the outside of Side Template 10 by nut 5.8 both ends of steel tie and connecting screw 9
Overlapping welding, overlap length are not less than 100mm；It is connected using two-sided welding mode.9 length of connecting screw is not less than Side Template
10, back cord 7 and steel pipe buckle 4 thickness and 6 diameter of parallel steel tube and.8 diameter of steel tie is not less than 16mm.Nut 5 is cast steel
Nut.
Embodiment
The ruggedized construction of ultra-long and ultra-thick core tube template, including nut 5, connecting screw 9, steel tie 8.Steel tie 8
The large volume concrete structural size that length is required according to construction drawing is selected.The diameter of steel tie 8 is not less than 16mm.
Steel tie 8 and connecting screw 9 are attached using Chong Die welding, and when welding uses two-sided welding mode, it is ensured that welding is reliably
Property.Nut 5 is threaded together the fastener as parallel steel tube 6 using the connecting screw 9 of cast steel nut and end.
Claims (5)
1. a kind of ruggedized construction of ultra-long and ultra-thick core tube template, the side template (2) including being located at shear wall (1) two sides, shearing
The side template (2) of wall (1) two sides is buckled (4) with the steel pipe on the outside of side template (2) through Screw arbor with nut at both-ends (3) and is connect, Screw arbor with nut at both-ends (3) two
End is equipped with nut (5), by tightening on the back cord (7) that a pair of of parallel steel tube (6) is pressed on the outside of side template (2) by nut (5)；Its
It is characterized in that: being equipped with one group of steel tie (8), steel tie (8) both ends and connecting screw along shear wall (1) length direction
(9) it welds, steel pipe of the connecting screw (9) on the outside of the Side Template (10) at shear wall (1) both ends and Side Template (10) buckles (4) even
It connects, nut (5) is screwed on the external screw thread of connecting screw (9), a pair of of parallel steel tube (6) is pressed in end mould by tightening nut (5)
On back cord (7) on the outside of plate (10).
2. the ruggedized construction of ultra-long and ultra-thick core tube template according to claim 1, it is characterised in that: the steel tie
(8) both ends welding Chong Die with connecting screw (9), overlap length are not less than 100mm；It is connected using two-sided welding mode.
3. the ruggedized construction of ultra-long and ultra-thick core tube template according to claim 1, it is characterised in that: the connecting screw
(9) length not less than Side Template (10), back cord (7) and steel pipe buckle (4) thickness and parallel steel tube (6) diameter and.
4. the ruggedized construction of ultra-long and ultra-thick core tube template according to claim 1, it is characterised in that: the steel tie
(8) diameter is not less than 16mm.
5. the ruggedized construction of ultra-long and ultra-thick core tube template according to claim 1, it is characterised in that: the nut (5) is
Cast steel nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811515180.1A CN110145117A (en) | 2018-12-12 | 2018-12-12 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811515180.1A CN110145117A (en) | 2018-12-12 | 2018-12-12 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110145117A true CN110145117A (en) | 2019-08-20 |
Family
ID=67588426
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811515180.1A Pending CN110145117A (en) | 2018-12-12 | 2018-12-12 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110145117A (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB258391A (en) * | 1925-07-29 | 1926-09-23 | Arthur Francis | An improved device for spacing and locking shuttering for concrete walls and buildings |
| JP2002021165A (en) * | 2000-07-06 | 2002-01-23 | Shingo Takakuwa | Fixing method and structure for form |
| WO2013026302A1 (en) * | 2011-08-23 | 2013-02-28 | 中国葛洲坝集团股份有限公司 | Framework corner positioning device and method |
| CN103061358A (en) * | 2013-01-14 | 2013-04-24 | 中国建筑第八工程局有限公司 | Construction method of one-side form bracing for underground structure sidewalls |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN105648932A (en) * | 2014-11-11 | 2016-06-08 | 五冶集团上海有限公司 | Fixing device for road reinforced concrete box culvert end formwork and use method of fixing device |
| CN205476441U (en) * | 2016-02-23 | 2016-08-17 | 中建八局第三建设有限公司 | Concrete wall template structure |
| CN205531311U (en) * | 2016-01-22 | 2016-08-31 | 中国建筑一局(集团)有限公司 | Shear force wall end template reinforcing apparatus |
| CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
| CN205935675U (en) * | 2016-08-22 | 2017-02-08 | 陕西建工第一建设集团有限公司 | Shaped steel concrete structure template sleeve screw rod drawknot structure |
| CN106988485A (en) * | 2017-04-21 | 2017-07-28 | 江苏扬州建工建设集团有限公司 | The construction method of structural transition layer Shaped Steel concrete beam |
| CN206681374U (en) * | 2017-04-18 | 2017-11-28 | 江苏省华建建设股份有限公司 | The oblique short screw of super thick overlength shear wall corner form bracing system is to drawing device |
| CN207260573U (en) * | 2017-08-01 | 2018-04-20 | 中国建筑一局(集团)有限公司 | Modular adjustable end cap template system |
| CN209397912U (en) * | 2018-12-12 | 2019-09-17 | 中建四局第六建筑工程有限公司 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
-
2018
- 2018-12-12 CN CN201811515180.1A patent/CN110145117A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB258391A (en) * | 1925-07-29 | 1926-09-23 | Arthur Francis | An improved device for spacing and locking shuttering for concrete walls and buildings |
| JP2002021165A (en) * | 2000-07-06 | 2002-01-23 | Shingo Takakuwa | Fixing method and structure for form |
| WO2013026302A1 (en) * | 2011-08-23 | 2013-02-28 | 中国葛洲坝集团股份有限公司 | Framework corner positioning device and method |
| CN103061358A (en) * | 2013-01-14 | 2013-04-24 | 中国建筑第八工程局有限公司 | Construction method of one-side form bracing for underground structure sidewalls |
| CN105648932A (en) * | 2014-11-11 | 2016-06-08 | 五冶集团上海有限公司 | Fixing device for road reinforced concrete box culvert end formwork and use method of fixing device |
| CN205153527U (en) * | 2015-10-27 | 2016-04-13 | 中建一局集团第三建筑有限公司 | End part plugging plate for shaped steel formwork |
| CN205531311U (en) * | 2016-01-22 | 2016-08-31 | 中国建筑一局(集团)有限公司 | Shear force wall end template reinforcing apparatus |
| CN205476441U (en) * | 2016-02-23 | 2016-08-17 | 中建八局第三建设有限公司 | Concrete wall template structure |
| CN106088580A (en) * | 2016-06-08 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of skin external corner |
| CN205935675U (en) * | 2016-08-22 | 2017-02-08 | 陕西建工第一建设集团有限公司 | Shaped steel concrete structure template sleeve screw rod drawknot structure |
| CN206681374U (en) * | 2017-04-18 | 2017-11-28 | 江苏省华建建设股份有限公司 | The oblique short screw of super thick overlength shear wall corner form bracing system is to drawing device |
| CN106988485A (en) * | 2017-04-21 | 2017-07-28 | 江苏扬州建工建设集团有限公司 | The construction method of structural transition layer Shaped Steel concrete beam |
| CN207260573U (en) * | 2017-08-01 | 2018-04-20 | 中国建筑一局(集团)有限公司 | Modular adjustable end cap template system |
| CN209397912U (en) * | 2018-12-12 | 2019-09-17 | 中建四局第六建筑工程有限公司 | A kind of ruggedized construction of ultra-long and ultra-thick core tube template |
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