CN206522003U - A kind of light-duty Assembled enclosing wall of post-tensioned prestressing - Google Patents

Abstract

The utility model 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 after the preformed hole of deformed bar insertion capital module through standard module, post bed die the block bolt hole pre-buried with basic 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 successively with back inverted U in combination in fence bottom is corresponding, is bolted.Using the art of this patent, 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, facilitate artificial carrying and installation, deformed bar is similar to external setting, torque spanner control prestressing force.

Description

A kind of light-duty Assembled enclosing wall of post-tensioned prestressing

Technical field the utility model is related to a kind of light-duty industrialization product of concrete construction, and in particular to a kind of posttension Prestressed light Assembled enclosing wall.

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 process；What enclosure wall column dimension did not caught up with modulus will also cut brick, cause waste material many, produce building waste and 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, plastered is big, cost is high.The day and night temperature in the north is led greatly Cause is built enclosure wall by laying bricks or stones and 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 it is constructed comparatively fast, not by seasonal effect, cost not Height, but its intensity is relatively low, durability and wind loading rating are poor.

The content of the invention can realize work the utility model discloses a kind of light-duty Assembled enclosing wall of post-tensioned prestressing, the enclosure wall Factory's metaplasia production, steady quality, construction and installation are convenient；Component surface intensity is high, good endurance, repeats and utilizes；Each component weight Amount is light, facilitates artificial carrying and installation.

Technical scheme provided by the utility model 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, is fixed by fastening bolt through standard module, post bed die the block bolt hole pre-buried with basic module after boxing out, 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, combination grade beam two ends be inserted into post bed die block U-shaped card it is intraoral, fence bottom buried plate is successively with combining grade beam Top inverted U bears down on one bolt hole correspondingly, is bolted.

The post 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 is used more than high tensile reinforcement, intensity grade III steel.

The utility model has the advantage of：1st, existing enclosure wall is typically manually built by laying bricks or stones using common brick, cement mortar, and 1800 is high Enclosure wall needs about 200 pieces of bricks；11 pieces and 4 reinforcing bars of calibrated bolck are needed using this technology, greatly reduce the number of components and peace ETL estimated time of loading；2nd, the general masonry of cement mortar of existing enclosure wall, wet trade be, it is necessary to set up scaffold, the process such as surface second is plastered；Adopt , still can be with normal construction in north of china in winter with the complete dry operation of this technology；3rd, existing enclosure wall is typically built by laying bricks or stones using common brick, is enclosed What wall column size did not caught up with modulus will also cut brick, cause waste material many, produce building waste and be difficult to handle；It is not any using this technology Waste 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 largely artificial collect； It can be repeatedly utilized so that using all components of this technology, environmental protection；5th, some existing assembling type fence in concrete, single structure Part weight is big, artificial difficult, if increased many expenses using crane, and place to use environment would be restricted；Using this skill Art 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%, reduces investment outlay；7th, this patent enclosing wall column drops than existing brick enclosing wall column weight It is low by 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 It can still ensure that its face shaping and load-carrying properties are complete；9th, this patent combination beam, post use high-strength concrete, high tensile reinforcement system Into reduction material usage improves the intensity and durability of component；10th, all exposed steel members of this patent combination beam, post are adopted With galvanizing, scene is not welded, and will not destroy zinc coat, it is ensured that durability；11st, this patent enclosing wall column calibrated bolck is using high-strength Concrete, inside do not set reinforcing bar, convenient to make；12nd, this patent combination beam, post factorial praluction, scantling accurate positioning are protected Demonstrate,prove quality；13rd, this patent combination beam is using three U-shaped beam combinations, and shape is consistent, is easy to industrialized production；14th, this patent enclosure wall Suitable for mountain region gradient ground, combination beam sets cushion block or adjustment embedded depth of foundation with post junction and can solved；15th, this patent in advance should Power reinforcing bar is similar to external setting, and torque spanner control prestressing force is convenient and swift；16th, this patent any surface finish, is smeared without secondary Ash.

Brief description of the drawings Fig. 1 is overall structure diagram of the present utility model；

Fig. 2 is exploded view of the present utility model；

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 deformed bar structural representation；

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 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, passes through through standard module 3, the bolt hole pre-buried with basic module 1 of post bed die block 2 after the preformed hole of 9 insertion capital modules 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 beared down on one, the U-shaped card that the two ends of combination grade beam 7 are inserted into post bed die block 2 is intraoral, The buried plate bolt hole that bears down on one successively with back inverted U in combination in fence bottom is corresponding, is bolted.

The perforate of post bed die block 2, 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 is used more than high tensile reinforcement, intensity grade III steel.

A kind of construction method of the light-duty Assembled enclosing wall of post-tensioned prestressing, comprises 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 is sealed；

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 successively with back inverted U in combination in fence bottom is corresponding, tightens Bolt is fixed.

Claims (4)

1. a kind of light-duty Assembled enclosing wall 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, capital module, standard module, post bed die block and basic module is 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 of combination 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 successively with back inverted U in combination 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.