CN112681731A - Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template - Google Patents
Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template Download PDFInfo
- Publication number
- CN112681731A CN112681731A CN202011502658.4A CN202011502658A CN112681731A CN 112681731 A CN112681731 A CN 112681731A CN 202011502658 A CN202011502658 A CN 202011502658A CN 112681731 A CN112681731 A CN 112681731A
- Authority
- CN
- China
- Prior art keywords
- template
- cast
- mounting
- concrete beam
- place concrete
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 59
- 239000004567 concrete Substances 0.000 title claims abstract description 40
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000009434 installation Methods 0.000 claims abstract description 24
- 238000009415 formwork Methods 0.000 claims description 25
- 230000002787 reinforcement Effects 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 8
- 230000007306 turnover Effects 0.000 abstract description 6
- 239000002023 wood Substances 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000010408 sweeping Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to the field of cast-in-place construction equipment for civil and architectural construction, in particular to a structure and a method for mounting a triangular reinforcing member for a cast-in-place concrete beam template, wherein the structure and the method are simpler and more convenient to mount, lower in cost and better in forming effect. The invention can save the engineering cost and reduce the construction period, and simultaneously greatly improves the impression quality of the concrete. The template installation reinforcing member fully utilizes the effective combination of the triangular stability of the reinforcing rod piece and the frame body, and achieves the effect of quickly reinforcing the cast-in-place concrete beam template by using less turnover materials. The method is particularly suitable for pouring occasions with the height range of the cast-in-place concrete beam of 600 mm-1000 mm.
Description
Technical Field
The invention relates to the field of cast-in-place construction equipment for civil construction, in particular to a structure and a method for mounting a triangular reinforcing member on a cast-in-place concrete beam template.
Background
In the construction industry of China, a reinforced concrete cast-in-place structure occupies a dominant position in all structural forms, wherein a cast-in-place reinforced concrete beam is a main horizontal bearing member of the reinforced concrete cast-in-place structure. Taking the frame structure as an example, the function is to transmit the load of the plate surface to the beam, and then the load is transmitted to the column or the wall by the beam. The construction quality of the cast-in-place beam and the speed of the construction progress are closely related to the selected revolving material, the construction method, the reinforcing member and the like.
At present, the templates used for the forming of the cast-in-place reinforced concrete in China mainly comprise: wooden templates, steel-wood templates, plywood templates, plastic templates, glass fiber reinforced plastic templates, aluminum alloy templates and the like. Among all the forms, the wooden form has the most advantages: (1) the raw materials are wide in source, local materials are easy to obtain, and the production cost is low; (2) the material is light, and the transportation cost is low; (3) the density is low, and the labor intensity of workers is low; (4) the processing machine is simple and easy to cut; (5) the turnover frequency is many, the price is low. Therefore, the wood formwork is widely popularized in building construction. But because of its low rigidity, in order to guarantee cast-in-place concrete shaping quality, need to combine other material and reinforcement to improve its rigidity and integrality.
The cast-in-place concrete beam wooden form reinforcing member is a split screw which is widely adopted at present. The counter-pulling screw implementation steps of the cast-in-place concrete beam wood formwork are as follows: firstly, mounting a beam bottom die and a beam left side template according to a designed position; secondly, beam steel bars are installed; thirdly, mounting a right side of the beam and a plate bottom template; fourthly, drilling holes in the templates on the two sides of the beam; fifthly, penetrating PVC counter-pull screw sleeves; sixthly, threading the counter-pulling screw rod and reinforcing. The application of the counter-pulling screw has the following defects: (1) the cost of measures is increased: 3-type buckles, nuts, PVC sleeves and horizontal reinforcing steel pipes; (2) the process is multiple: drilling a hole in the wood template, penetrating a PVC sleeve, penetrating a split screw and fastening; (3) a split screw dismantling process is added during dismantling; (4) the wood template is drilled, so that the turnover frequency of the template is reduced; (5) when concrete is poured, slurry is easy to flow at the drill hole, and the appearance effect of the concrete surface is influenced; (6) and the outer vertical face boundary beam needs to perform waterproof plugging on the tension screw rod hole.
Disclosure of Invention
The technical problem to be solved by the invention is to provide a structure and a method for mounting a triangular reinforcing member for a cast-in-place concrete beam template, which have the advantages of simpler and more convenient mounting, lower cost and better forming effect.
The technical scheme adopted by the invention for solving the technical problems is as follows: a triangular reinforcing part structure for mounting a cast-in-place concrete beam template comprises at least two template mounting reinforcing parts formed by triangular reinforcing main parts, height adjusting parts and fastening parts, wherein the template mounting reinforcing parts are fixedly arranged on a frame body through the fastening parts, and a concrete beam template is tightly attached to and arranged between the template mounting reinforcing parts.
Further, the height adjusting member is slidably disposed on the triangular reinforcing main member.
Furthermore, a detachable connecting structure is arranged between the fastener and the horizontal rod.
Further, the rack body is a horizontal rod.
Further, the method for installing the triangular reinforcing member structure on the cast-in-place concrete beam template comprises the following steps: a. firstly, a beam bottom and a beam left side template are installed at a designed position, wherein the beam left side template is tightly attached to a template installation reinforcing member which is fixedly arranged on a frame body through a fastening member; b. mounting beam steel bars; c. mounting a beam right side template, wherein the beam right side template is tightly attached to another template mounting reinforcing member, and the template mounting reinforcing member is fixedly arranged on a frame body through a fastening member; d. and (6) installing a bottom template.
Further, in step a, the formwork installation reinforcing member is fixedly arranged on the horizontal rod through a fastener.
Further, in step c, the formwork installation reinforcing member is fixedly arranged on the horizontal rod through a fastener.
The invention has the beneficial effects that: the invention firstly saves the fixed structure mode of the counter-pulling screw, effectively overcomes the defect of the counter-pulling screw of the cast-in-place concrete beam wood template, and has the advantages of more simplicity and convenience, lower cost and better molding effect during actual installation. The invention can save the engineering cost and reduce the construction period, and simultaneously greatly improves the impression quality of the concrete. The template installation reinforcing member fully utilizes the effective combination of the triangular stability of the reinforcing rod piece and the frame body, and achieves the effect of quickly reinforcing the cast-in-place concrete beam template by using less turnover materials. The method is particularly suitable for pouring occasions with the height range of the cast-in-place concrete beam of 600 mm-1000 mm.
Drawings
Fig. 1 is a schematic structural diagram of the beam bottom and the left side template of the beam.
Fig. 2 is a schematic structural view of the reinforcing bars of the installation beam of the present invention.
Fig. 3 is a schematic structural view of the right formwork of the installation beam of the present invention.
Fig. 4 is a schematic structural view of the bottom template of the mounting plate of the present invention.
Fig. 5 is a schematic structural view of the concrete beam molding of the present invention.
Fig. 6 is a schematic structural view of a triangular reinforcing main part of the present invention.
Fig. 7 is a schematic view of the structure of the height adjusting member of the present invention.
FIG. 8 is a schematic structural view of the fastener of the present invention.
Fig. 9 is a schematic view of a conventional installation structure of a counter screw.
Fig. 10 is a schematic structural view of a concrete beam molding of a conventional counter screw.
Labeled as: the floor sweeping device comprises an original counter-pulling screw hole 1, a counter-pulling screw 11, an original concrete beam 2, concrete beam reinforcing steel bars 21, a triangular reinforcing main part 31, a height adjusting part 32, a fastening part 33, a vertical rod 4, a horizontal rod 5, a sweeping rod 6, a concrete beam 7, beam reinforcing steel bars 71 and a plate bottom template 72.
Detailed Description
The invention is further described below with reference to the accompanying drawings.
The structure of the triangular reinforcing member for formwork installation of the cast-in-place concrete beam shown in fig. 1 to 8 comprises at least two formwork installation reinforcing members consisting of a triangular reinforcing main member 31, a height adjusting member 32 and a fastening member 33, wherein the formwork installation reinforcing members are fixedly arranged on a frame body through the fastening member 33, and the concrete beam formwork is tightly arranged between the formwork installation reinforcing members. Generally, the frame body is preferably a horizontal bar 5.
In practical use, the method for mounting the triangular reinforcing member on the cast-in-place concrete beam template comprises the following steps: a. firstly, a beam bottom and a beam left side template are installed at a designed position, wherein the beam left side template is tightly attached to a template installation reinforcing member which is fixedly arranged on a frame body through a fastener 33; b. mounting beam reinforcements 71; c. mounting a beam right side template, wherein the beam right side template is tightly attached to another template mounting reinforcing member, and the template mounting reinforcing member is fixedly arranged on a frame body through a fastening member 33; d. the bottom form 72 is mounted. When the invention is actually used, the installation is simpler and more convenient, the cost is lower and the forming effect is better. The formwork installation reinforcing member can save engineering cost and reduce construction period, and greatly improves the appearance and quality of concrete. The reinforcing member fully utilizes the effective combination of the triangular stability of the reinforcing rod piece and the frame body, and achieves the effect of quickly reinforcing the cast-in-place concrete beam template by using less turnover materials. Generally, for convenience in fixing, it is preferable that the formwork mounting reinforcement is fixedly provided on the horizontal bars 5 by the fasteners 33 in step a, and it is preferable that the formwork mounting reinforcement is fixedly provided on the horizontal bars 5 by the fasteners 33 in step c.
In order to further improve the adaptability of the height adjusting member 32 to different use height environments, it is preferable that the height adjusting member 32 is slidably disposed on the triangular reinforcing main member 31. As shown in fig. 1, the height adjustment members 32 can slide generally up and down the triangular reinforcing main member 31 to better match the height of the formwork supported thereby, thereby providing sufficient support. Preferably, the fasteners 33 are removably connected to the horizontal rods 5, since the formwork mounting reinforcement is removed after bracing.
The invention can save the engineering cost and reduce the construction period, and simultaneously greatly improves the impression quality of the concrete. The template installation reinforcing member fully utilizes the effective combination of the triangular stability of the reinforcing rod piece and the frame body, achieves the effect of quickly reinforcing the cast-in-place concrete beam template by using less turnover materials, and has the advantages of obvious technical advantages and wide market popularization prospect.
Claims (7)
1. Cast-in-place concrete beam template installation triangle-shaped reinforcement structure, its characterized in that: the formwork installation reinforcing part comprises a triangular reinforcing main part (31), a height adjusting part (32) and fasteners (33), wherein the number of the formwork installation reinforcing parts is at least two, the formwork installation reinforcing parts are fixedly arranged on a frame body through the fasteners (33), and a concrete beam formwork is tightly attached to and arranged between the formwork installation reinforcing parts.
2. A cast-in-place concrete beam formwork mounting triangular reinforcement structure according to claim 1, wherein: the height adjusting piece (32) is slidably arranged on the triangular reinforcing main piece (31).
3. A cast-in-place concrete beam formwork mounting triangular reinforcement structure according to claim 1 or 2, wherein: the fastener (33) and the horizontal rod (5) are in a detachable connection structure.
4. A cast-in-place concrete beam formwork mounting triangular reinforcement structure according to claim 1 or 2, wherein: the frame body is a horizontal rod (5).
5. A method of installing a triangular reinforcement structure using a cast-in-place concrete beam form of claim 1, comprising the steps of:
a. firstly, a beam bottom and a beam left side template are installed at a designed position, wherein the beam left side template is tightly attached to a template installation reinforcing member, and the template installation reinforcing member is fixedly arranged on a frame body through a fastening member (33);
b. mounting beam reinforcements (71);
c. mounting a beam right side template, wherein the beam right side template is tightly attached to another template mounting reinforcing member, and the template mounting reinforcing member is fixedly arranged on a frame body through a fastening member (33);
d. and a bottom template (72) of the mounting plate.
6. A cast-in-place concrete beam formwork mounting triangular reinforcement structure of claim 5, characterized in that: in the step a, the template mounting reinforcing member is fixedly arranged on the horizontal rod (5) through a fastener (33).
7. A cast-in-place concrete beam formwork mounting triangular reinforcement structure of claim 5, characterized in that: in the step c, the template mounting reinforcing member is fixedly arranged on the horizontal rod (5) through a fastener (33).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011502658.4A CN112681731A (en) | 2020-12-17 | 2020-12-17 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011502658.4A CN112681731A (en) | 2020-12-17 | 2020-12-17 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112681731A true CN112681731A (en) | 2021-04-20 |
Family
ID=75449564
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011502658.4A Pending CN112681731A (en) | 2020-12-17 | 2020-12-17 | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112681731A (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202073313U (en) * | 2011-04-29 | 2011-12-14 | 山东新港国际模板工程技术有限公司 | Beam fixture |
| CN204899217U (en) * | 2015-07-17 | 2015-12-23 | 云南建工集团有限公司 | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour |
| CN205822787U (en) * | 2016-06-13 | 2016-12-21 | 中建海峡建设发展有限公司 | Cast-in-place shear wall formwork reinforcement assembly |
| CN206233573U (en) * | 2016-11-11 | 2017-06-09 | 河南六建建筑集团有限公司 | A kind of beam die plate reinforcing device |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| CN208184230U (en) * | 2018-04-14 | 2018-12-04 | 山西二建集团有限公司 | Self-stabilising combined triangular frame single side formwork system |
| CN110453915A (en) * | 2019-09-05 | 2019-11-15 | 三一筑工科技有限公司 | The template tooling and its application method of superposed column Cast-in-Situ Segment |
| CN209704019U (en) * | 2019-01-23 | 2019-11-29 | 深圳市润飞建筑劳务有限公司 | A kind of bracing means of shear wall formwork |
| CN211923513U (en) * | 2020-04-09 | 2020-11-13 | 中建八局第四建设有限公司 | Can have enough to meet need template to prop up and establish reinforcement instrument |
-
2020
- 2020-12-17 CN CN202011502658.4A patent/CN112681731A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202073313U (en) * | 2011-04-29 | 2011-12-14 | 山东新港国际模板工程技术有限公司 | Beam fixture |
| CN204899217U (en) * | 2015-07-17 | 2015-12-23 | 云南建工集团有限公司 | Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour |
| CN205822787U (en) * | 2016-06-13 | 2016-12-21 | 中建海峡建设发展有限公司 | Cast-in-place shear wall formwork reinforcement assembly |
| CN206233573U (en) * | 2016-11-11 | 2017-06-09 | 河南六建建筑集团有限公司 | A kind of beam die plate reinforcing device |
| CN107558730A (en) * | 2017-08-29 | 2018-01-09 | 中国建筑第八工程局有限公司 | The formwork support method and support system of Super High girder with rolled steel section en cased in concrete |
| CN208184230U (en) * | 2018-04-14 | 2018-12-04 | 山西二建集团有限公司 | Self-stabilising combined triangular frame single side formwork system |
| CN209704019U (en) * | 2019-01-23 | 2019-11-29 | 深圳市润飞建筑劳务有限公司 | A kind of bracing means of shear wall formwork |
| CN110453915A (en) * | 2019-09-05 | 2019-11-15 | 三一筑工科技有限公司 | The template tooling and its application method of superposed column Cast-in-Situ Segment |
| CN211923513U (en) * | 2020-04-09 | 2020-11-13 | 中建八局第四建设有限公司 | Can have enough to meet need template to prop up and establish reinforcement instrument |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209774973U (en) | Stair mould integration equipment of vibrating | |
| CN108894488A (en) | A kind of construction method of Novel section steel keel steel and wood composite template | |
| CN110725542A (en) | Concrete building aluminum formwork structure installation system and construction method | |
| CN106368430A (en) | Aluminum formwork installation process | |
| CN109252879A (en) | A kind of vcehicular tunnel gutter liner tool-typed formwork and construction method | |
| CN112681731A (en) | Structure and method for mounting triangular reinforcing piece on cast-in-place concrete beam template | |
| CN212535063U (en) | Self-supporting detachable steel bar truss floor bearing plate | |
| CN110424731B (en) | Cast-in-place end post template combined type reinforcing device with assembly type structure and implementation method | |
| CN212336719U (en) | Sinking type toilet hanging mould structure | |
| CN211114819U (en) | Used can have enough to meet need design mould of construction of sinking room | |
| CN204691227U (en) | Reinforced aluminium-plastic composite structure multilayer hollow construction formwork | |
| CN217151237U (en) | Bay window aluminum die | |
| CN209163831U (en) | A kind of vcehicular tunnel gutter liner tool-typed formwork | |
| CN205036081U (en) | Aluminum alloy template is chevron shape reinforcement member for system | |
| CN213927514U (en) | Plug for two end parts of oppositely-pulling screw rod of building template | |
| CN213115520U (en) | Concrete turn-ups reinforcement tool | |
| CN211058144U (en) | Integral prefabricating and forming structure for embedded part and core cylinder reinforcing mesh of tower crane | |
| CN211312114U (en) | Found along stone concrete back and integrative casting die of sleeper beam | |
| CN107718242A (en) | A kind of prefabricated panel for concrete prefabricated element production line positions hole tool | |
| CN209261221U (en) | Closing composite type stairway die | |
| CN221646390U (en) | Concrete outer wall window hole formwork | |
| CN110565951A (en) | Recyclable shaping mold for construction of sinking room and construction method | |
| CN110965774A (en) | Concrete stair formwork and erecting method thereof | |
| CN221778992U (en) | Detachable template device for pouring of connecting nodes of assembled shear wall | |
| CN219365465U (en) | Floor thickness control device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20210420 |
|
| RJ01 | Rejection of invention patent application after publication |