CN110984561A - Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus - Google Patents
Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus Download PDFInfo
- Publication number
- CN110984561A CN110984561A CN201911016742.2A CN201911016742A CN110984561A CN 110984561 A CN110984561 A CN 110984561A CN 201911016742 A CN201911016742 A CN 201911016742A CN 110984561 A CN110984561 A CN 110984561A
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- Prior art keywords
- cast
- reinforced concrete
- place reinforced
- template
- mountain
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- Pending
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- 238000010276 construction Methods 0.000 title claims abstract description 26
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 8
- 238000009415 formwork Methods 0.000 title claims description 14
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 4
- 238000009434 installation Methods 0.000 abstract description 7
- 230000007547 defect Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 4
- 238000010923 batch production Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
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- 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
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 provides a reinforcing device for an end socket of a cast-in-place reinforced concrete shear wall construction template, and belongs to the technical field of road construction. The cast-in-place reinforced concrete shear wall construction template end reinforcing device comprises a thick-tooth screw rod, a fastening nut, a mountain-shaped piece and a fixing piece. The invention has simple manufacture, convenient operation, batch production in factories and high installation speed, can effectively save the installation time in the construction process of the cast-in-place reinforced concrete wall template, has enough strength, rigidity and stability, ensures no deformation and no damage in the construction, and overcomes the defects of the prior art of supporting and fixing the end template of the concrete wall of the template engineering.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a reinforcing device for an end socket of a cast-in-place reinforced concrete shear wall construction template.
Background
The formwork work refers to a construction system of a newly cast concrete-formed formwork and a supporting formwork, in which a construction portion contacting concrete and controlling a predetermined size, shape, and position is called a formwork, and a bar, a truss, a link, a metal attachment, a working bridge, etc. supporting the formwork constitute the supporting system. Form work is a temporary structure in concrete construction.
The template has enough strength, rigidity and stability, and can be guaranteed not to deform or damage in construction. The templates ensure correct shape and size and mutual positioning of the components. In the construction process of the concrete wall end template, the structure is simple, the support and the disassembly are convenient, the deformation in the construction can be guaranteed, and the construction is difficult without damage. At present, the concrete wall end formwork in the formwork engineering is mainly fixed by fasteners or by butt bracing and inclined bracing in the supporting and fixing mode. The fastener fixed mode is because reinforced structure is more complicated, props up and tears the difficulty open, and because fastener component geometry reason, stupefied the existence gap with the template back of the body, need adopt the wood wedge to wedge tightly. The fixing mode of the diagonal bracing and the inclined bracing is limited by the field.
Disclosure of Invention
In order to solve the problems in the prior art, the invention provides the template reinforcing device for the cast-in-place reinforced concrete shear wall construction template end, which has the advantages of simple structure, convenient support and disassembly, sufficient strength, rigidity and stability, no deformation and no damage in construction, and overcomes the defects of the existing template engineering concrete wall end template in the supporting and fixing technology.
The technical scheme adopted by the invention for solving the technical problems is as follows:
the utility model provides a cast-in-place reinforced concrete shear force wall construction template end reinforcing apparatus, includes coarse thread screw rod, fastening nut, chevron shape piece and mounting on all be provided with the through-hole that supplies coarse thread screw rod to pass, the chevron shape piece is installed in coarse thread screw rod one end, the mounting is installed at the other end of coarse thread screw rod, coarse thread screw rod both ends all are provided with the fastening nut who is used for locking chevron shape piece and mounting, fastening nut and coarse thread screw rod threaded connection.
Furthermore, the through hole on the fixing piece is a waist-shaped hole.
Preferably, the fixing piece is provided with an opening for connecting the fixing piece with the end double steel pipe back edge of the concrete wall.
Furthermore, the inner end surface of the mountain-shaped component is of a mountain-shaped structure.
The invention has the beneficial effects that:
the invention has simple manufacture, convenient operation, batch production in factories and high installation speed, can effectively save the installation time in the construction process of the cast-in-place reinforced concrete wall template, has enough strength, rigidity and stability, ensures no deformation and no damage in the construction, and overcomes the defects of the prior art of supporting and fixing the end template of the concrete wall of the template engineering.
Drawings
FIG. 1 is a schematic view of the installation of the present invention;
FIG. 2 is a front view of the present invention;
FIG. 3 is a left side view of the present invention;
fig. 4 is a rear view of the present invention.
In the figure, 1-fixing piece, 2-fastening bolt, 3-thick screw, 4-mountain-shaped piece, 5-concrete wall, 6-double steel pipe and 7-double steel pipe horizontal back ridge.
Detailed Description
The technical solution of the present invention is further described in detail below with reference to the embodiments and the accompanying drawings.
As shown in fig. 1-4, a cast-in-place reinforced concrete wall 5 formwork engineering end reinforcement device comprises a coarse thread screw 3, a fastening nut 2, a mountain-shaped member 4 and a fixing member 1, wherein the mountain-shaped member 4 and the fixing member 1 are respectively provided with a through hole for the coarse thread screw 3 to pass through, and the inner end surface of the mountain-shaped member 4 is of a structure shaped like a Chinese character 'shan' and is installed at one end of the coarse thread screw 3. The fixing part 1 is arranged at the other end of the thick-tooth screw rod 3, the fixing part 1 is formed by punching or cutting a 10mm thick steel plate, an opening for connecting the fixing part 1 with the end double-steel-pipe back ridge of the concrete wall 5 is formed in the fixing part 1, the two ends of the thick-tooth screw rod 3 are respectively provided with a fastening nut 2 for locking the mountain-shaped part 4 and the fixing part 1, the fastening nuts 2 are in threaded connection with the thick-tooth screw rod 3, when in connection, one end of the thick-tooth screw rod 3 is in buckled connection with the double-steel-pipe 6 of the concrete wall 5 through the opening of the fixing part 1, the through hole in the fixing part 1 is a waist-shaped hole, the left and right positions of the fixing part 1 on the thick-tooth screw rod 3 can be adjusted through the waist-shaped hole, the opening of the fixing part 1 is guaranteed to be clamped with the double-steel-pipe 6 all the time, the other end of the thick-tooth screw rod 3 is, when the adjustable soil mixing wall is used, the distance between the mountain-shaped part 4 and the fixing part 1 can be adjusted according to the width of the soil mixing wall, the distance between the mountain-shaped part and the fixing part can be adjusted by adjusting the screwing-in distance of the fastening nut 2, and the adjustable soil mixing wall is convenient to use.
The invention has simple manufacture, convenient operation, batch production in factories and high installation speed, can effectively save the installation time in the construction process of the cast-in-place reinforced concrete wall 5 template, has enough strength, rigidity and stability, ensures no deformation and no damage in the construction, and overcomes the defects of the prior template engineering concrete wall 5 end template in the supporting and fixing technology.
The installation process of the invention is as follows:
during the connection, thick tooth screw rod 3 one end is passed through the arc opening of mounting 1 and is connected with the 6 buckles of two steel pipes of concrete wall 5, the through-hole on the mounting 1 is waist type hole, can realize the adjustment of the left and right sides position of mounting 1 on thick tooth screw rod 3 through waist type hole, guarantee that the arc opening of mounting 1 all the time with the chucking of 6 buckles of two steel pipes, thick tooth screw rod 3 other end passes through the horizontal back of the body arris 7 of the two steel pipes in end of chevron shape 4 and concrete wall 5 and is connected, connect the completion back, the fastening nut 2 at 3 both ends of locking thick tooth screw rod can.
Finally, it is noted that the above-mentioned preferred embodiments illustrate rather than limit the invention, and that, although the invention has been described in detail with reference to the above-mentioned preferred embodiments, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the scope of the invention as defined by the appended claims.
Claims (4)
1. The cast-in-place reinforced concrete shear wall construction template end reinforcing device is characterized by comprising a coarse-pitch screw, a fastening nut, a mountain-shaped piece and a fixing piece, wherein through holes for the coarse-pitch screw to pass through are formed in the mountain-shaped piece and the fixing piece, the mountain-shaped piece is installed at one end of the coarse-pitch screw, the fixing piece is installed at the other end of the coarse-pitch screw, fastening nuts used for locking the mountain-shaped piece and the fixing piece are arranged at two ends of the coarse-pitch screw, and the fastening nuts are in threaded connection with the coarse-pitch screw.
2. The cast-in-place reinforced concrete shear wall construction formwork end reinforcement device of claim 1, characterized in that: the through hole on the fixing piece is a waist-shaped hole.
3. The cast-in-place reinforced concrete shear wall construction formwork end reinforcement device of claim 2, characterized in that: the fixing piece is provided with an opening for connecting the fixing piece with the end double steel pipe back edge of the concrete wall.
4. The cast-in-place reinforced concrete shear wall construction formwork end reinforcement device of claim 1, characterized in that: the inner end surface of the mountain-shaped piece is of a mountain-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911016742.2A CN110984561A (en) | 2019-10-24 | 2019-10-24 | Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911016742.2A CN110984561A (en) | 2019-10-24 | 2019-10-24 | Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110984561A true CN110984561A (en) | 2020-04-10 |
Family
ID=70082265
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911016742.2A Pending CN110984561A (en) | 2019-10-24 | 2019-10-24 | Cast-in-place reinforced concrete shear wall construction formwork end reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110984561A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576865A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | sloping wall panel |
| CN112900845A (en) * | 2021-01-28 | 2021-06-04 | 晟通科技集团有限公司 | Template reinforcing device and template system |
| CN113482168A (en) * | 2021-08-09 | 2021-10-08 | 晟通科技集团有限公司 | Connecting piece and template system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1137725A (en) * | 1966-07-12 | 1968-12-27 | Outinord Sa Ets | Improvements in or relating to form work for casting concrete |
| CN203034796U (en) * | 2013-02-04 | 2013-07-03 | 中天建设集团有限公司 | Reinforced device of shear wall end formwork |
| FR3039576A1 (en) * | 2015-07-30 | 2017-02-03 | Pino Tornatore | FORMING HOLDING DEVICE FOR BUILDING ELEMENT, BUILDING ELEMENT PROVIDED WITH SAID DEVICE AND FORMWORKING METHOD USING SAID DEVICE |
| CN206245744U (en) * | 2016-12-07 | 2017-06-13 | 福建建工集团有限责任公司 | A kind of shear wall end head formwork reinforces combined threaded rod |
| CN207420025U (en) * | 2017-09-25 | 2018-05-29 | 中国建筑第二工程局有限公司 | Shear wall's head template reinforcing assembly and shear wall template reinforced structure |
| CN209293427U (en) * | 2018-11-29 | 2019-08-23 | 中信国安建工集团有限公司 | A kind of centering type is to tensing fixing bolt external member |
-
2019
- 2019-10-24 CN CN201911016742.2A patent/CN110984561A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1137725A (en) * | 1966-07-12 | 1968-12-27 | Outinord Sa Ets | Improvements in or relating to form work for casting concrete |
| CN203034796U (en) * | 2013-02-04 | 2013-07-03 | 中天建设集团有限公司 | Reinforced device of shear wall end formwork |
| FR3039576A1 (en) * | 2015-07-30 | 2017-02-03 | Pino Tornatore | FORMING HOLDING DEVICE FOR BUILDING ELEMENT, BUILDING ELEMENT PROVIDED WITH SAID DEVICE AND FORMWORKING METHOD USING SAID DEVICE |
| CN206245744U (en) * | 2016-12-07 | 2017-06-13 | 福建建工集团有限责任公司 | A kind of shear wall end head formwork reinforces combined threaded rod |
| CN207420025U (en) * | 2017-09-25 | 2018-05-29 | 中国建筑第二工程局有限公司 | Shear wall's head template reinforcing assembly and shear wall template reinforced structure |
| CN209293427U (en) * | 2018-11-29 | 2019-08-23 | 中信国安建工集团有限公司 | A kind of centering type is to tensing fixing bolt external member |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576865A (en) * | 2020-05-28 | 2020-08-25 | 晟通科技集团有限公司 | sloping wall panel |
| CN112900845A (en) * | 2021-01-28 | 2021-06-04 | 晟通科技集团有限公司 | Template reinforcing device and template system |
| CN113482168A (en) * | 2021-08-09 | 2021-10-08 | 晟通科技集团有限公司 | Connecting piece and template system |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
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| RJ01 | Rejection of invention patent application after publication | ||
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Application publication date: 20200410 |