CN106760936A - A kind of light-duty Assembled enclosing wall of post-tensioned prestressing - Google Patents
A kind of light-duty Assembled enclosing wall of post-tensioned prestressing Download PDFInfo
- Publication number
- CN106760936A CN106760936A CN201710059381.4A CN201710059381A CN106760936A CN 106760936 A CN106760936 A CN 106760936A CN 201710059381 A CN201710059381 A CN 201710059381A CN 106760936 A CN106760936 A CN 106760936A
- Authority
- CN
- China
- Prior art keywords
- enclosing wall
- module
- post
- wall column
- bed 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Fencing (AREA)
Abstract
The invention discloses a kind of light-duty Assembled enclosing wall of post-tensioned prestressing, it is made up of enclosing wall column, combination grade beam, fence, it is connected through standard module, post bed die the block bolt hole pre-buried with basic module after the preformed hole of deformed bar insertion capital module, fixed by fastening bolt, capital module, standard module, post bed die block and basic module are connected as a single entity, the U-shaped card that the two ends of combination grade beam are inserted into post bed die block is intraoral, the buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, is bolted.The invention also discloses a kind of construction method of the light-duty Assembled enclosing wall of post-tensioned prestressing.Using the technology of the present invention, enclosure wall realizes factorial praluction, and steady quality, construction and installation are convenient, component surface intensity is high, good endurance, repeats and utilizes, and each construction weight is light, a dead lift is facilitated to install, deformed bar is similar to external setting, torque spanner control prestressing force.
Description
Technical field is the present invention relates to a kind of light-duty industrialization product of concrete construction, and in particular to a kind of posttension in advance should
The light-duty Assembled enclosing wall of power.
The existing enclosure wall of background technology is typically manually built by laying bricks or stones using common brick, cement mortar, wet trade, it is necessary to set up scaffold,
Surface second such as is plastered at the operation；What enclosure wall column dimension did not caught up with modulus will also cut brick, cause waste material many, produce building waste to be difficult to locate
Reason, especially north of china in winter are cold, and the wet construction difficulty such as enclosure wall is built by laying bricks or stones, plasters is big, high cost.The day and night temperature in the north is led greatly
Cause is built enclosure wall by laying bricks or stones and is easily ftractureed.Wall does strip footing applying man-hour requirement, and excavation amount is big, long in time limit.In addition, use
Clay brick both damages farmland, and not environmentally, whole synthesis cost is higher.The simple fence in part uses lightgage steel joist, with plating
Zine plate does metope, and surface is covered with advertising cloth.Using such structure, although its construction is very fast, do not receive seasonal effect, cost not
Height, but its intensity is relatively low, and durability and wind loading rating are poor.
The content of the invention can realize batch production the invention discloses a kind of light-duty Assembled enclosing wall of post-tensioned prestressing, the enclosure wall
Production, steady quality, construction and installation are convenient；Component surface intensity is high, good endurance, repeats and utilizes；Each construction weight is light,
A dead lift is facilitated to install.
Technical scheme provided by the present invention is as follows：
A kind of light-duty Assembled enclosing wall of post-tensioned prestressing, is made up of enclosing wall column, combination grade beam, fence, the enclosing wall column by
Basic module, post bed die block, standard module, capital module, deformed bar composition, deformed bar insert the pre- of capital module
It is connected through standard module, post bed die the block bolt hole pre-buried with basic module after boxing out, is fixed by fastening bolt, by capital mould
Block, standard module, post bed die block and basic module are connected as a single entity, and combination grade beam is combined by 3 U-shaped beams, and back is installed in combination
Inverted U bears down on one, combine grade beam two ends be inserted into post bed die block U-shaped card it is intraoral, fence bottom buried plate successively with combine grade beam
Top inverted U bears down on one bolt hole correspondingly, is bolted.
The enclosing wall column bed die block perforate, tapping installs closed guard, the sealing of seam crossing weather proofing sealant.
The enclosing wall column, combination grade beam use high-strength concrete, intensity>=C30.
The deformed bar uses high tensile reinforcement, more than intensity grade III steel.
The invention also discloses a kind of construction method of the light-duty Assembled enclosing wall of post-tensioned prestressing, comprise the following steps：
1st, prefabricated enclosure wall unwrapping wire positioning；
2nd, at enclosing wall column excavation foundation to designed elevation；
3rd, the compacting of column foundation bottom surface is levelling；
The 4th, enclosing wall column basic module is installed；
The 5th, enclosing wall column bed die block is installed；
The 6th, enclosing wall column standard module is installed successively；
The 7th, enclosing wall column capital module 1 is installed；
8th, the preformed hole prestressed reinforcing bar of enclosing wall column capital module 1, deformed bar is solid downwards through each root module
Surely arrive in the pre-buried bolt hole of basic module；
9th, deformed bar is tightened in enclosing wall column bed die block tapping manual operations；
10th, enclosing wall column bed die block tapping installs closed guard, the sealing of seam crossing weather proofing sealant；
The 11st, enclosing wall column capital module 2,3 is installed successively；
12nd, the seam crossing weather proofing sealant of enclosing wall column capital module 1,2,3 sealing；
The 13rd, combination grade beam is installed successively in the U-shaped beam in enclosing wall column bed die block both sides；
14th, back installation inverted U bears down on one in combination；
The 15th, iron artistic fence is installed；The buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, tightens
Bolt is fixed.
The advantage of the invention is that：1st, existing enclosure wall is typically manually built by laying bricks or stones using common brick, cement mortar, 1800 enclosure walls high
Need about 200 pieces of bricks；11 pieces and 4 reinforcing bars of calibrated bolck are needed using this technology, when greatly reducing the number of components and installing
Between；2nd, the general masonry of cement mortar of existing enclosure wall, wet trade be, it is necessary to set up scaffold, the operation such as surface second is plastered；Using this
The complete dry operation of technology, still can be with normal construction in north of china in winter；3rd, existing enclosure wall is typically built by laying bricks or stones using common brick, enclosing wall column
What size did not caught up with modulus will also cut brick, cause waste material many, produce building waste to be difficult to process；There is no any useless using this technology
Material；4th, existing enclosure wall is typically built by laying bricks or stones using common brick, and only part common brick is recyclable after dismounting, and needs a large amount of artificial collections；Adopt
Be can be repeatedly utilized so that with all of component of this technology, environmental protection；5th, existing some assembling type fence in concrete, single component
Weight is big, and a dead lift is difficult, if increased many expenses using crane, and place to use environment would be restricted；Using this technology
Basic component about 65Kg, remaining component is respectively less than 50Kg；Two people can carrying and installation easily；6th, this patent enclosing wall column is than existing brick
Enclosing wall column comprehensive cost reduction by more than 35% is built, is reduced investment outlay；7th, this patent enclosing wall column is than existing brick enclosing wall column weight reduction
More than 45%, convenient construction；8th, this patent enclosing wall column is made of concrete, and intensity is high, good endurance, after wall is removed still
Can ensure that its face shaping and load-carrying properties are complete；9th, this patent combination beam, post are made of high-strength concrete, high tensile reinforcement,
Material usage is reduced, the intensity and durability of component is improve；10th, all steel members that expose of this patent combination beam, post are used
Galvanizing, scene will not destroy zinc coat, it is ensured that durability without welding；11st, this patent enclosing wall column calibrated bolck is using high-strength mixed
Solidifying soil, inside do not set reinforcing bar, convenient to make；12nd, this patent combination beam, post factorial praluction, scantling accurate positioning, it is ensured that
Quality；13rd, using three U-shaped beam combinations, shape is consistent, is easy to industrialized production for this patent combination beam；14th, this patent enclosure wall is fitted
For mountain region gradient ground, combination beam is solved by setting cushion block or adjustment embedded depth of foundation with post junction；15th, this patent prestressing force
Reinforcing bar is similar to external setting, and torque spanner control prestressing force is convenient and swift；16th, this patent any surface finish, smears without secondary
Ash.
Brief description of the drawings Fig. 1 is overall structure diagram of the invention；
Fig. 2 is exploded view of the invention；
Modular structure schematic diagram based on Fig. 3；
Fig. 4 is post bottom modular structure schematic diagram；
Fig. 5 is standard module construction schematic diagram；
Fig. 6 is the structural representation of capital module 1；
Fig. 7 is the structural representation of capital module 3；
Fig. 8 is the structural representation of capital module 3；
Fig. 9 is girder construction schematic diagram in combination；
Figure 10 is bar construction schematic diagram；
1, basic module in figure；2nd, post bed die block；3rd, standard module；4th, capital module 1；5th, capital module 2；6th, capital mould
Block 3；7th, grade beam is combined；8th, fence；9th, deformed bar.
A kind of light-duty Assembled enclosing wall of post-tensioned prestressing of specific embodiment, is made up of enclosing wall column, combination grade beam, fence,
The enclosing wall column is made up of basic module 1, post bed die block 2, standard module 3, capital module, deformed bar 9, deformed bar
It is connected through standard module 3, post bed die block 2 bolt hole pre-buried with basic module 1 after the preformed hole of 9 insertion capital modules, is passed through
Fastening bolt is fixed, and capital module, standard module 3, post bed die block 2 are connected as a single entity with basic module 1, and combination grade beam 7 is by 3
The combination of U-shaped beam, in combination back inverted U is installed and is beared down on one, combine grade beam 7 two ends be inserted into post bed die block 2 U-shaped card it is intraoral,
The buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, is bolted.
The post bed die block 2 perforate, tapping installs closed guard, the sealing of seam crossing weather proofing sealant.
The enclosing wall column, combination grade beam 7 use high-strength concrete, intensity>=C30.
The deformed bar uses high tensile reinforcement, more than intensity grade III steel.
The invention also discloses a kind of construction method of the light-duty Assembled enclosing wall of post-tensioned prestressing, comprise the following steps：
1st, prefabricated enclosure wall unwrapping wire positioning；
2nd, at enclosing wall column excavation foundation to designed elevation；
3rd, the compacting of column foundation bottom surface is levelling；
The 4th, enclosing wall column basic module is installed；
The 5th, enclosing wall column bed die block is installed；
The 6th, enclosing wall column standard module is installed successively；
The 7th, enclosing wall column capital module 1 is installed；
8th, the preformed hole prestressed reinforcing bar of enclosing wall column capital module 1, deformed bar is solid downwards through each root module
Surely arrive in the pre-buried bolt hole of basic module；
9th, deformed bar is tightened in enclosing wall column bed die block tapping manual operations；
10th, enclosing wall column bed die block tapping installs closed guard, the sealing of seam crossing weather proofing sealant；
The 11st, enclosing wall column capital module 2,3 is installed successively；
12nd, the seam crossing weather proofing sealant of enclosing wall column capital module 1,2,3 sealing；
The 13rd, combination grade beam is installed successively in the U-shaped beam in enclosing wall column bed die block both sides；
14th, back installation inverted U bears down on one in combination；
The 15th, iron artistic fence is installed；The buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, tightens
Bolt is fixed.
Claims (5)
1. the light-duty Assembled enclosing wall of a kind of post-tensioned prestressing, it is characterised in that：By enclosing wall column, combination grade beam (7), fence (8) group
Into the enclosing wall column is by basic module (1), post bed die block (2), standard module (3), capital module, deformed bar (9) group
Into through standard module, post bed die block and the pre-buried bolt hole of basic module after the preformed hole of deformed bar insertion capital module
Connection, is fixed by fastening bolt, and capital module, standard module, post bed die block and basic module are connected as a single entity, and combines grade beam
Combined by 3 U-shaped beams, back is installed inverted U and beared down on one in combination, the two ends for combining grade beam are inserted into the U-shaped card mouthful of post bed die block
Interior, the buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, is bolted.
2. the light-duty Assembled enclosing wall of post-tensioned prestressing according to claim 1, it is characterised in that：The post bed die block is opened
Hole, tapping installs closed guard, the sealing of seam crossing weather proofing sealant.
3. the light-duty Assembled enclosing wall of post-tensioned prestressing according to claim 1, it is characterised in that：The enclosing wall column, combination
Grade beam uses high-strength concrete, intensity>=C30.
4. the light-duty Assembled enclosing wall of post-tensioned prestressing according to claim 1, it is characterised in that：The deformed bar is adopted
With high tensile reinforcement, more than intensity grade III steel.
5. the construction method of the light-duty Assembled enclosing wall of a kind of post-tensioned prestressing, it is characterised in that：Comprise the following steps：
(1), prefabricated enclosure wall unwrapping wire positioning；
(2), at enclosing wall column excavation foundation to designed elevation；
(3), the compacting of column foundation bottom surface is levelling；
(4), enclosing wall column basic module is installed；
(5), enclosing wall column bed die block is installed；
(6), enclosing wall column standard module is installed successively；
(7), enclosing wall column capital module 1 is installed；
(8), the preformed hole prestressed reinforcing bar of enclosing wall column capital module 1, deformed bar is fixed downwards through each root module
To in the pre-buried bolt hole of basic module；
(9), deformed bar is tightened in enclosing wall column bed die block tapping manual operations；
(10), enclosing wall column bed die block tapping installs closed guard, the sealing of seam crossing weather proofing sealant；
(11), enclosing wall column capital module 2,3 is installed successively；
(12), the seam crossing weather proofing sealant of enclosing wall column capital module 1,2,3 sealing；
(13), combination grade beam is installed successively in the U-shaped beam in enclosing wall column bed die block both sides；
(14), back installation inverted U bears down on one in combination；
(15), iron artistic fence is installed；The buried plate bolt hole that bears down on one with back inverted U in combination successively in fence bottom is corresponding, tightens spiral shell
Bolt is fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710059381.4A CN106760936A (en) | 2017-01-24 | 2017-01-24 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710059381.4A CN106760936A (en) | 2017-01-24 | 2017-01-24 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106760936A true CN106760936A (en) | 2017-05-31 |
Family
ID=58942224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710059381.4A Pending CN106760936A (en) | 2017-01-24 | 2017-01-24 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106760936A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360828A (en) * | 2018-02-05 | 2018-08-03 | 北京城建八建设发展有限责任公司 | Parapet provisional protection structure |
| CN111593941A (en) * | 2020-05-14 | 2020-08-28 | 中国水利水电第八工程局有限公司 | Prefabricated quickly-assembled enclosing wall structure and construction method thereof |
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| CN2825851Y (en) * | 2005-10-17 | 2006-10-11 | 乔纪伦 | I-shaped and rowed I-shaped concrete enclosure post |
| KR20090075509A (en) * | 2008-01-04 | 2009-07-08 | 정종상 | An assembly type fence |
| CN201963021U (en) * | 2011-03-11 | 2011-09-07 | 辽宁大金重工股份有限公司 | Post-tensioning prestressing-force multi-section concrete wind-power generation tower frame |
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| CN104314362A (en) * | 2014-10-24 | 2015-01-28 | 张玉恒 | All-prefabricated fence |
| CN204457070U (en) * | 2015-01-22 | 2015-07-08 | 北京鼎创新型建材有限公司 | Regeneration concrete fence |
| CN105755952A (en) * | 2016-04-15 | 2016-07-13 | 柳州欧维姆机械股份有限公司 | Embedded elastic rubber bearing device and construction method of applying bearing device to connection between prefabricated concrete bridge pier and pile cap |
| CN205475729U (en) * | 2016-01-15 | 2016-08-17 | 卓达新材料科技集团有限公司 | Mounting structure of post and light steel combination beam in right angle |
| CN205475690U (en) * | 2016-01-15 | 2016-08-17 | 卓达新材料科技集团有限公司 | Mounting structure of post and light steel combination beam |
| CN106193662A (en) * | 2016-08-26 | 2016-12-07 | 云南建工钢结构股份有限公司 | A kind of metal structure frame that may move environment protection water closet for industrialization assembled |
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2017
- 2017-01-24 CN CN201710059381.4A patent/CN106760936A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2825851Y (en) * | 2005-10-17 | 2006-10-11 | 乔纪伦 | I-shaped and rowed I-shaped concrete enclosure post |
| KR20090075509A (en) * | 2008-01-04 | 2009-07-08 | 정종상 | An assembly type fence |
| CN201963021U (en) * | 2011-03-11 | 2011-09-07 | 辽宁大金重工股份有限公司 | Post-tensioning prestressing-force multi-section concrete wind-power generation tower frame |
| CN102808465A (en) * | 2012-08-08 | 2012-12-05 | 沈阳建筑大学 | Assembly connecting structure and assembly connecting method of assembled concrete frame and shear wall combination |
| CN104314362A (en) * | 2014-10-24 | 2015-01-28 | 张玉恒 | All-prefabricated fence |
| CN204457070U (en) * | 2015-01-22 | 2015-07-08 | 北京鼎创新型建材有限公司 | Regeneration concrete fence |
| CN205475729U (en) * | 2016-01-15 | 2016-08-17 | 卓达新材料科技集团有限公司 | Mounting structure of post and light steel combination beam in right angle |
| CN205475690U (en) * | 2016-01-15 | 2016-08-17 | 卓达新材料科技集团有限公司 | Mounting structure of post and light steel combination beam |
| CN105755952A (en) * | 2016-04-15 | 2016-07-13 | 柳州欧维姆机械股份有限公司 | Embedded elastic rubber bearing device and construction method of applying bearing device to connection between prefabricated concrete bridge pier and pile cap |
| CN106193662A (en) * | 2016-08-26 | 2016-12-07 | 云南建工钢结构股份有限公司 | A kind of metal structure frame that may move environment protection water closet for industrialization assembled |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360828A (en) * | 2018-02-05 | 2018-08-03 | 北京城建八建设发展有限责任公司 | Parapet provisional protection structure |
| CN111593941A (en) * | 2020-05-14 | 2020-08-28 | 中国水利水电第八工程局有限公司 | Prefabricated quickly-assembled enclosing wall structure and construction method thereof |
| CN111593941B (en) * | 2020-05-14 | 2021-06-25 | 中国水利水电第八工程局有限公司 | Prefabricated quickly-assembled enclosing wall structure and construction method thereof |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170531 |
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| RJ01 | Rejection of invention patent application after publication |