A kind of ready-package combines enclosing
Technical field
It the utility model is related to a kind of enclosing for construction site periphery.
Background technology
Enclosing is widely used in construction site, is played a part of shielding construction field, is prevented non-working person from breaking in
In construction site, while improve safe antitheft performance.Enclosing of the prior art, which is broadly divided into, builds enclosing wall type and pin-connected panel by laying bricks or stones.Build
Fencing formula long construction period, removal cost are high, it is impossible to reuse.Pin-connected panel enclosing of the prior art, mainly including iron
Dermatotome, skeleton and column, iron sheet plate are welded as a whole with skeleton, then will be fixed on by bolt on column, can so as to realize
Dismantling connection.But have the following disadvantages:1st, bolt dosage is larger, and cost is higher;2nd, because bolt quantity is more, every bolt
It is required for manually twisting, the workload of stubborn bolt is huge, and human cost is high, in addition, the cycle of installation and removal is also accordingly longer;3、
Due to by construction technology(Bolt connection)Limitation, enclosing height typically less than 2 meters, to increase enclosing highly, then need
Scaffold is set up to carry out twisting bolt operation.
Utility model content
For above-mentioned the deficiencies in the prior art, the utility model provides a kind of ready-package combination enclosing, solves prior art
Middle enclosing bolt dosage is big, construction cost is high, long construction period technical problem, can realize the Fast Installation of enclosing, drop significantly
Low bolt dosage, simplify construction technology, shorten construction period, increase enclosing height.
In order to solve the above technical problems, the technical solution of the utility model is as follows:A kind of ready-package combines enclosing, if including
Dry baffle plate unit and some columns, the one side on column towards the baffle plate unit back side is mounting surface;It is right on the mounting surface of column
Upper angle cleat, lower angle cleat should be respectively welded at baffle plate unit upper end, lower end position;The long side weldering of upper angle cleat
It is connected on column, and the opening direction of upper angle cleat is down, connects bayonet socket in formation;The long side welding of lower angle cleat
On column, and the opening direction of lower angle cleat is upward, forms lower connects bayonet socket;Each baffle plate unit is arranged on adjacent two
Between root post, two angles of baffle plate unit upper end are respectively clamped into the upper connects bayonet socket of adjacent upright posts, baffle plate unit lower end
Two angles are respectively clamped into the lower connects bayonet socket of adjacent upright posts.
Preferably, upper and lower two layers of baffle plate unit is respectively equipped with adjacent two root posts;It is corresponding with lower floor's baffle plate unit upper end
Upper angle cleat be arranged in the middle part of column, angle cleat is angle cleat on first on this;With lower floor's baffle plate unit lower end pair
The lower angle cleat answered is arranged on column lower end, and the lower angle cleat is first time angle cleat;With upper strata baffle plate unit upper end
Corresponding upper angle cleat is arranged on column upper end, and angle cleat is angle cleat on second on this;With under the baffle plate unit of upper strata
Lower angle cleat is arranged in the middle part of column corresponding to end, and the lower angle cleat is second time angle cleat;Second time angle cleat
Contacted above angle cleat on first, and with angle cleat face on first.
Preferably, the baffle plate unit includes baffle plate, and upper end, lower end and the middle part at the baffle plate back side are horizontal along baffle plate side
Length direction is welded with horizontal skeleton.
Preferably, vertical skeleton is welded with along its length on two vertical edges of the baffle plate.
Preferably, the baffle plate is corrugated steel, and the skeleton is hollow quarter bend.
Preferably, the column is rectangle lattice column.
Preferably, the column lower end is welded with bottom plate, and bottom plate is connected by foundation bolt with concrete foundation.
Compared with prior art, the utility model has the advantages that:
1st, it is clamping between baffle plate unit and column, without using bolt in ready-package combination enclosing of the present utility model
It is attached, substantially reduces bolt dosage, simplifies construction technology, shorten construction period;Also, between baffle plate unit and column
Clamping to be detachably connected, the recycling of baffle plate unit can be realized.
2nd, four angles of baffle plate unit are connected and fixed by angle steel, and stable connection is reliable, and each baffle plate unit assembling is integral
Afterwards, surfacing, it is not easy to send front-back staggered phenomenon.
3rd, by column increase on the quantity of angle cleat and lower angle cleat, can be installed on column,
Lower both sides baffle plate unit, it is very convenient so as to increase the height of enclosing, it is easy to operate.
4th, the skeleton on baffle plate can strengthen the intensity of baffle plate unit, and baffle plate is unlikely to deform, and is increased the service life.
5th, baffle plate uses corrugated steel, not only has higher intensity, moreover it is possible to mitigate the weight of baffle plate unit;Skeleton uses
Hollow quarter bend, the weight of baffle plate unit can not only be mitigated, moreover it is possible to which the bayonet shape of the rectangle formed with angle steel matches so that card
It is more stable, more convenient to connect.
Brief description of the drawings
Fig. 1 is that ready-package encloses a grade profile in present embodiment;
Fig. 2 is Fig. 1 partial enlarged drawing A;
Fig. 3 is Fig. 1 partial enlarged drawing B;
Fig. 4 is Fig. 1 partial enlarged drawing C.
Embodiment
The utility model is described in further detail with preferred embodiment below in conjunction with the accompanying drawings.
As shown in Figures 1 to 4, a kind of ready-package combination enclosing, including some baffle plate units and some columns 1, column 1
On one side towards the baffle plate unit back side be mounting surface;Correspond to baffle plate unit upper end on the mounting surface of column 1, at lower end position
Angle cleat, lower angle cleat is respectively welded;One long side of upper angle cleat is welded on column 1, and upper angle cleat
Opening direction down, connects bayonet socket in formation;One long side of lower angle cleat is welded on column 1, and lower angle cleat
Opening direction upward, form lower connects bayonet socket;Each baffle plate unit is arranged between adjacent two root posts, baffle plate unit upper end
Two angles be respectively clamped into the upper connects bayonet socket of adjacent upright posts, two angles of baffle plate unit lower end are respectively clamped into adjacent upright posts
In lower connects bayonet socket.So, four angles of baffle plate unit are connected and fixed by angle steel, and stable connection is reliable, each baffle plate unit group
After dressing up entirety, surfacing, front-back staggered phenomenon is not susceptible to.
In present embodiment, upper and lower two layers of baffle plate unit is respectively equipped with adjacent two root posts;With lower floor's baffle plate list
Upper angle cleat is arranged in the middle part of column corresponding to first upper end, and angle cleat is angle cleat 22 on first on this;Kept off with lower floor
Lower angle cleat is arranged on column lower end corresponding to Slab element lower end, and the lower angle cleat is first time angle cleat 12;With it is upper
Upper angle cleat is arranged on column upper end corresponding to layer baffle plate unit upper end, and angle cleat is angle cleat 11 on second on this;
Lower angle cleat corresponding with upper strata baffle plate unit lower end is arranged in the middle part of column, and the lower angle cleat is second time angle cleat
21;Second time angle cleat 21 contacts positioned at the top of angle cleat on first 22 with the face of angle cleat on first 22, so,
By angle cleat on first to the second support for being vertically connected with angle steel 21 so that upper strata baffle plate unit can obtain lower floor's baffle plate
The support of unit so that after enclosing assembling, it is not susceptible to rock, it is more firm.
Two angles of lower floor's baffle plate unit lower end are respectively clamped into the lower connection of first time angle cleat 12 in adjacent upright posts 1
In bayonet socket, two angles of lower floor's baffle plate unit upper end are respectively clamped on first in adjacent upright posts 1 the upper company in angle cleat 22
Connect in bayonet socket;Under two angles of upper strata baffle plate unit lower end are respectively clamped into second time angle cleat 21 in adjacent upright posts 1
In connects bayonet socket, two angles of upper strata baffle plate unit upper end are respectively clamped on second in adjacent upright posts 1 in angle cleat 11
In upper connects bayonet socket.
In present embodiment, the baffle plate unit includes baffle plate 2, and the upper end at the back side of baffle plate 2, lower end and middle part are equal
Horizontal skeleton 3 is welded with along the horizontal length direction in baffle plate side.It is welded with along its length on two vertical edges of the baffle plate 2 vertical
Skeleton.Skeleton on baffle plate can strengthen the intensity of baffle plate unit, and baffle plate is unlikely to deform, increased the service life.
In present embodiment, the baffle plate 2 is corrugated steel, and the skeleton 3 is hollow quarter bend.Baffle plate uses ripple
Steel plate, not only there is higher intensity, moreover it is possible to mitigate the weight of baffle plate unit;Skeleton uses hollow quarter bend, can not only mitigate gear
The weight of Slab element, moreover it is possible to which the bayonet shape of the rectangle formed with angle steel matches so that clamping is more stable, more convenient.
In present embodiment, the column 1 is rectangle lattice column.Using rectangle lattice column as column, Neng Gouzeng
The intensity of strong column, is unlikely to deform, is not susceptible to topple over.
In present embodiment, the lower end of column 1 is welded with bottom plate, and bottom plate 1 passes through foundation bolt and coagulation soil matrix
Plinth connects.
Ready-package combination enclosing in present embodiment, is assembled as follows:Column 1 is fixed on first mixed
On solidifying earth foundation;In concrete foundation then nut is screwed in lower margin by the screw rod of pre-buried foundation bolt through the hole on bottom plate 1
On the screw rod of bolt, so as to which column 1 be fixed;Then by the front end of baffle plate unit(Side)It is directed at the upper connection card of a column
Mouth, lower connects bayonet socket, from the upper connects bayonet socket of the end face of upper angle cleat, lower angle cleat push-in, lower connects bayonet socket, until baffle plate
Unit front end enters the upper connects bayonet socket of adjacent another column, in lower connects bayonet socket so that four angles of baffle plate unit respectively by
Angle steel is fixed.