CN109457956A - A kind of die-filling method and structure of the construction of deformation joint - Google Patents
A kind of die-filling method and structure of the construction of deformation joint Download PDFInfo
- Publication number
- CN109457956A CN109457956A CN201811480214.8A CN201811480214A CN109457956A CN 109457956 A CN109457956 A CN 109457956A CN 201811480214 A CN201811480214 A CN 201811480214A CN 109457956 A CN109457956 A CN 109457956A
- Authority
- CN
- China
- Prior art keywords
- main reinforcement
- flitch
- deformation joint
- muscle
- die
- 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
Links
- 238000010276 construction Methods 0.000 title claims abstract description 19
- 238000000034 method Methods 0.000 title claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 60
- 230000002787 reinforcement Effects 0.000 claims abstract description 59
- 238000009415 formwork Methods 0.000 claims abstract description 14
- 238000009434 installation Methods 0.000 claims abstract description 7
- 238000005266 casting Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000002023 wood Substances 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000006073 displacement reaction Methods 0.000 abstract description 5
- 238000005336 cracking Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 description 6
- 238000011900 installation process Methods 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- 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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
A kind of die-filling method and structure of the construction of deformation joint, it is intended to overcome when formwork pours at deformed concrete crack in the prior art, main reinforcement is displaced because of external force, later period is easy cracking, forms breakthrough, the shortcomings that influencing structural quality, a kind of die-filling method of construction of deformation joint is provided, the template installation of deformation joint when for after-pouring, the following steps are included: A, in deformation joint assembled formwork, temporary support is installed；B, the card muscle flitch for being equipped with arc-shaped slot is fixedly mounted in the template described in step A, card muscle flitch and main reinforcement are clamped；C, template described in step B and casting concrete are reinforced.A kind of die-filling structure of construction of deformation joint is also provided, the main reinforcement including template and deformation joint further includes card muscle flitch, and the card muscle flitch is equipped with arc-shaped slot corresponding with main reinforcement size, and card muscle flitch is fixedly mounted in template to be clamped with main reinforcement.The present invention solves the problems, such as main reinforcement displacement, reduces security risk, and the concrete structure equipped with deformation joint is suitble to use.
Description
Technical field
The present invention relates to the realm of building construction more particularly to a kind of die-filling method and structure of the construction of deformation joint.
Background technique
Due to the influence of the factors such as temperature change, uneven settlement of foundation, so that building is deformed or is destroyed, therefore setting
Timing can stitch prearrangement of deformation amount on building.When after-pouring deformation joint, in formwork reinforcement and concreting process, deformation joint
The main reinforcement at place causes the reinforcing bar of the inside concrete of after-pouring to be unevenly distributed, because external force is easy to happen displacement so as to cause the later period
It is easy cracking, forms breakthrough, influence structural quality, there is security risk.
Summary of the invention
When being poured the present invention overcomes formwork at deformed concrete crack in the prior art, main reinforcement because external force is displaced,
Cause the plain concrete spacing between the reinforcing bar of part excessive, the later period is easy cracking, forms breakthrough, influences lacking for structural quality
Point provides a kind of die-filling method and structure of construction of deformation joint.
The present invention realize first invention purpose the technical solution adopted is that: a kind of die-filling method of the construction of deformation joint, use
Template installation at deformed concrete crack, comprising the following steps:
A, in deformation joint assembled formwork, temporary support is installed；
B, the card muscle flitch for being equipped with arc-shaped slot is fixedly mounted in the template described in step A, card muscle flitch and main reinforcement are clamped；
C, template described in step B and casting concrete are reinforced.
Further, fixed installation card muscle flitch described in step B is to add together laterally wood again on the outside of card muscle flitch
Side, card muscle flitch are fixedly connected by nail with lateral flitch.
It further, further include installation ladder muscle, ladder muscle in one group of main reinforcement of deformation joint in the step A
It is erected between main reinforcement and by steel wire and main reinforcement binding and fixing, assembled formwork again after ladder muscle and main reinforcement fix.
Further, the ladder muscle is welded molding according to the arrangement situation of main reinforcement.
The present invention realize the second goal of the invention the technical solution adopted is that: a kind of die-filling structure of the construction of deformation joint, packet
The main reinforcement for including template and deformation joint further includes card muscle flitch, and the card muscle flitch is equipped with corresponding with main reinforcement size
Arc-shaped slot, card muscle flitch is fixedly mounted in template to be clamped with main reinforcement.
Further, arc-shaped slot there are two being set on the card muscle lumps of wood.
It further, further include ladder muscle, the size of the ladder muscle and the arrangement position of main reinforcement are corresponding, ladder muscle
It is erected between main reinforcement and is fixedly connected by steel wire with main reinforcement.
The beneficial effects of the present invention are: limit is fixed to main reinforcement by card muscle flitch in the present invention, effectively avoid
Main reinforcement is displaced in reinforcing template and concreting process, while also acting as time stupefied, the enhancing mould of formwork reinforcement system
The support of plate.Ladder muscle is bundled in main reinforcement before template installation, can avoid that main reinforcement displacement occurs in template installation process.The present invention
Solves the problems, such as main reinforcement displacement, the reinforcing bar of the inside concrete of after-pouring is uniformly distributed, and reduces security risk.
The invention will be further described with specific embodiment with reference to the accompanying drawing.
Detailed description of the invention
Accompanying drawing 1 is the structural representation of the present invention.
In attached drawing, 1 be template, 2 be main reinforcement, 3 be card muscle flitch, 3-1 is arc-shaped slot, 4 is lateral flitch, 5 is ladder
Muscle, 6 are concrete.
Specific embodiment
The die-filling method of construction of a kind of deformation joint of the present embodiment, for the template installation at deformed concrete crack, packet
Include following steps:
A, in deformation joint assembled formwork, temporary support is installed.Template is by multilayer composite sheet assembly in bulk, after assembled, plate stitch table
It is pasted with adhesive tape in face.Vertical back cord and lateral back cord are installed, and reinforced with Screw arbor with nut at both-ends, the steel pipe of end is locked with fastener.
Main reinforcement is caused to shift when to prevent assembled formwork, the present embodiment preferably installs ladder muscle in one group of main reinforcement of deformation joint,
Ladder ledges is located between main reinforcement and by steel wire and main reinforcement binding and fixing, assembled formwork again after ladder muscle and main reinforcement fix.
Ladder muscle is welded molding according to the arrangement situation of main reinforcement, is processed as far as possible using live waste material reinforcing bar, material-saving environmental；
B, the card muscle flitch for being equipped with arc-shaped slot is fixedly mounted in the template described in step A, card muscle flitch and main reinforcement are clamped.One
Two arc-shaped slots are set on a card muscle flitch, two main reinforcements can be blocked simultaneously.It is again plus laterally wooden together on the outside of card muscle flitch
Side prevents card muscle flitch from shifting, and card muscle flitch is fixedly connected by nail with lateral flitch.Card muscle flitch can both play fixed steel
The effect of muscle, and may act as the secondary stupefied of formwork reinforcement system, enhance the support of template.
C, template described in step B and casting concrete are reinforced.
As shown in Fig. 1, the die-filling structure of construction of a kind of deformation joint of the present embodiment, including template 1 and deformation joint
Main reinforcement 2, further include card muscle flitch 3.The card muscle flitch 3 is equipped with arc-shaped slot 3-1 corresponding with 2 size of main reinforcement.
Card muscle flitch 3 is mounted in template 1 by fixed lateral flitch 4 and is clamped with main reinforcement 2.The present embodiment is preferably on the card muscle lumps of wood 3
If there are two arc-shaped slot 3-1.The setting position of two arc-shaped slot 3-1 is corresponding with the arrangement position of adjacent main reinforcement 2.
To prevent that the displacement of main reinforcement 2 occurs in 1 installation process of template, the present embodiment preferably further includes ladder muscle 5, described
The size of ladder muscle 5 is corresponding with the arrangement position of main reinforcement 2.Ladder ledges 5 is located between main reinforcement 2 and by steel wire and main reinforcement 2
It is fixedly connected.
When implementing construction, firstly, bundling ladder muscle 5 in main reinforcement 2；Then, temporary support is installed in assembled formwork 1；So
Afterwards, one group of card muscle flitch 3 is installed in template 1, card muscle flitch 3 and main reinforcement 2 are clamped and are fixed on template 1 by lateral flitch 4
On；Finally, reinforcing template 1 and casting concrete 6.
Claims (7)
1. a kind of die-filling method of the construction of deformation joint, for the template installation at deformed concrete crack, which is characterized in that including
Following steps:
A, in deformation joint assembled formwork, temporary support is installed；
B, the card muscle flitch for being equipped with arc-shaped slot is fixedly mounted in the template described in step A, card muscle flitch and main reinforcement are clamped；
C, template described in step B and casting concrete are reinforced.
2. a kind of die-filling method of construction of deformation joint according to claim 1, which is characterized in that consolidate described in step B
Dingan County's muscle flitch that is loaded is that lateral flitch, card muscle flitch are solid by nail and lateral flitch again plus together on the outside of card muscle flitch
Fixed connection.
3. a kind of die-filling method of construction of deformation joint according to claim 1, which is characterized in that in the step A,
It further include that ladder muscle is installed in one group of main reinforcement of deformation joint, ladder ledges is located between main reinforcement and is tied up by steel wire and main reinforcement
It pricks and fixes, assembled formwork again after ladder muscle and main reinforcement fix.
4. a kind of die-filling method of construction of deformation joint according to claim 3, which is characterized in that the ladder muscle root
Molding is welded according to the arrangement situation of main reinforcement.
5. a kind of die-filling structure of the construction of deformation joint, the main reinforcement including template and deformation joint, which is characterized in that further include card
Muscle flitch (3), the card muscle flitch (3) are equipped with arc-shaped slot (3-1) corresponding with main reinforcement (2) size, card muscle flitch
(3) it is fixedly mounted on template (1) and is clamped with main reinforcement (2).
6. a kind of die-filling structure of construction of deformation joint according to claim 5, which is characterized in that the card muscle lumps of wood
(3) there are two being set on arc-shaped slot (3-1).
7. a kind of die-filling structure of construction of deformation joint according to claim 5, which is characterized in that further include ladder muscle
(5), the size of the ladder muscle (5) is corresponding with the arrangement position of main reinforcement (2), and ladder muscle (5) is erected between main reinforcement (2)
And it is fixedly connected by steel wire with main reinforcement (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811480214.8A CN109457956A (en) | 2018-12-05 | 2018-12-05 | A kind of die-filling method and structure of the construction of deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811480214.8A CN109457956A (en) | 2018-12-05 | 2018-12-05 | A kind of die-filling method and structure of the construction of deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109457956A true CN109457956A (en) | 2019-03-12 |
Family
ID=65612507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811480214.8A Pending CN109457956A (en) | 2018-12-05 | 2018-12-05 | A kind of die-filling method and structure of the construction of deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109457956A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030585A (en) * | 2022-06-30 | 2022-09-09 | 成都建工第二建筑工程有限公司 | Construction structure and method for initiating seam of ultra-long water pool structure |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000562U (en) * | 2011-01-21 | 2011-10-05 | 中国三冶集团有限公司第二建筑工程公司 | Multifunctional limiting device for shear wall |
| CN202658625U (en) * | 2012-06-01 | 2013-01-09 | 中国三冶集团有限公司第二建筑工程公司 | Post-cast strip limiting device of reinforced concrete bottom plate |
| CN202755468U (en) * | 2012-06-08 | 2013-02-27 | 福建省泷澄建设集团有限公司 | Complete deformation joint with steel side chloroprene rubber water stop |
| CN202882226U (en) * | 2012-07-18 | 2013-04-17 | 中国建筑第五工程局有限公司 | Horizontal ladder bar |
| CA2816154A1 (en) * | 2013-05-17 | 2014-11-17 | Sylvain Ross | Suspended accurate placement system hanger for rebar |
| CN106605032A (en) * | 2014-02-06 | 2017-04-26 | Srg Ip私人有限公司 | Connector for use in forming joints |
| CN206319592U (en) * | 2016-12-21 | 2017-07-11 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side plugging structure |
| CN206554288U (en) * | 2017-02-22 | 2017-10-13 | 中建八局第四建设有限公司 | A kind of waterstop positioner |
| CN206721936U (en) * | 2017-04-19 | 2017-12-08 | 中建一局集团第二建筑有限公司 | The waterproof construction system at underground pipe gallery expansion joint |
| CN209384646U (en) * | 2018-12-05 | 2019-09-13 | 深圳市天健坪山建设工程有限公司 | A kind of die-filling structure of the construction of deformation joint |
-
2018
- 2018-12-05 CN CN201811480214.8A patent/CN109457956A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202000562U (en) * | 2011-01-21 | 2011-10-05 | 中国三冶集团有限公司第二建筑工程公司 | Multifunctional limiting device for shear wall |
| CN202658625U (en) * | 2012-06-01 | 2013-01-09 | 中国三冶集团有限公司第二建筑工程公司 | Post-cast strip limiting device of reinforced concrete bottom plate |
| CN202755468U (en) * | 2012-06-08 | 2013-02-27 | 福建省泷澄建设集团有限公司 | Complete deformation joint with steel side chloroprene rubber water stop |
| CN202882226U (en) * | 2012-07-18 | 2013-04-17 | 中国建筑第五工程局有限公司 | Horizontal ladder bar |
| CA2816154A1 (en) * | 2013-05-17 | 2014-11-17 | Sylvain Ross | Suspended accurate placement system hanger for rebar |
| CN106605032A (en) * | 2014-02-06 | 2017-04-26 | Srg Ip私人有限公司 | Connector for use in forming joints |
| CN206319592U (en) * | 2016-12-21 | 2017-07-11 | 中国建筑第四工程局有限公司 | A kind of post-cast strip concrete side plugging structure |
| CN206554288U (en) * | 2017-02-22 | 2017-10-13 | 中建八局第四建设有限公司 | A kind of waterstop positioner |
| CN206721936U (en) * | 2017-04-19 | 2017-12-08 | 中建一局集团第二建筑有限公司 | The waterproof construction system at underground pipe gallery expansion joint |
| CN209384646U (en) * | 2018-12-05 | 2019-09-13 | 深圳市天健坪山建设工程有限公司 | A kind of die-filling structure of the construction of deformation joint |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115030585A (en) * | 2022-06-30 | 2022-09-09 | 成都建工第二建筑工程有限公司 | Construction structure and method for initiating seam of ultra-long water pool structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190312 |
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| RJ01 | Rejection of invention patent application after publication |