CN106869587A - Fast Installation enclosing and a kind of enclosing construction method - Google Patents
Fast Installation enclosing and a kind of enclosing construction method Download PDFInfo
- Publication number
- CN106869587A CN106869587A CN201710253856.3A CN201710253856A CN106869587A CN 106869587 A CN106869587 A CN 106869587A CN 201710253856 A CN201710253856 A CN 201710253856A CN 106869587 A CN106869587 A CN 106869587A
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- Prior art keywords
- column
- surrounding baffle
- right sides
- enclosing
- sill
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Classifications
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- 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
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
- E04H17/168—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses Fast Installation enclosing and a kind of enclosing construction method, belong to technical field of construction, Fast Installation enclosing includes surrounding baffle and is arranged at the left and right sides and the column being parallel to each other, surrounding baffle is arranged between column, stake pocket is provided with the inside of column, stake pocket is set along the length direction of column, and by stake pocket and column clamping, column bottom is provided with pointed cone structure for the lateral margin of the surrounding baffle left and right sides.A kind of enclosing construction method disclosed in this invention, is comprised the following steps, and two root posts are both vertically arranged on the left and right sides by A.；B. the bottom of two root posts is hammered into vertical columns in soil layer, and makes two root posts keeping parallelism；C., surrounding baffle is installed, respectively by the column clamping of the lateral margin at surrounding baffle left and right sides end and the left and right sides.The present invention can accelerate to construct the installation rate of central enclosing, reduce work hours, and be effectively saved human cost.
Description
Technical field
The present invention relates to technical field of construction, and in particular to Fast Installation enclosing and a kind of enclosing construction method.
Background technology
According to construction project safety and the regulation of live modern-style construction, job site must continuously set along building site surrounding
Put enclosing and carry out closed management.Enclosing is widely used in construction, and existing way generally uses steel enclosing.But steel
Enclosing column need to be fixed with ground, and the integrated pipe project construction very long for route is gone along with sb. to guard him, and independent base need to be hardened or constructed in ground
Plinth pier the main form by welding could be fixedly connected between vertical columns, and surrounding baffle and column, and working procedure is more, progress
Slowly, construction cost is increased.
The content of the invention
Technical problem solved by the invention is：Accelerate the installation rate of the enclosing in the middle of construction, reduce work hours, save people
Power cost.
The present invention for the technical scheme that is used of solution above-mentioned technical problem for：Fast Installation enclosing, including surrounding baffle
And be arranged at the left and right sides and the column being parallel to each other, the surrounding baffle is arranged between the column, the column it is interior
Side is provided with stake pocket, and the stake pocket is set along the length direction of the column, the side of the surrounding baffle left and right sides
Edge is provided with pointed cone structure by the stake pocket and the column clamping, the column bottom.
Further, the column includes upper prop and lower prop, and the column is provided with the upper prop and lower prop
Groove, the bottom of the upper prop is connected by height adjusting part with the top of the lower prop.
Further, the height adjusting part is respectively provided with to heighten screw rod at the top of the bottom of the upper prop and lower prop
Have and heighten the internal thread that screw rod is adapted with described.
Further, also including entablature and sill, the entablature is arranged at intervals at the left and right sides with sill
Between column, the entablature is arranged at sill top, the two ends of the entablature respectively with described in the left and right sides
Upper prop is fixedly connected, and the two ends of the sill are fixedly connected with the lower prop of the left and right sides respectively, the bottom of the entablature
Entablature groove and sill groove are respectively arranged with the top of portion and sill, the entablature groove is along the upper horizontal stroke
The length direction of beam is set, and the sill groove is set along the length direction of the sill, and the surrounding baffle is arranged at institute
State between entablature and sill, the lateral margin at the top of the surrounding baffle by the entablature groove and the entablature clamping,
The lateral margin of the surrounding baffle bottom is by the sill groove and the sill clamping.
Further, the surrounding baffle includes at least two pieces compoboard, and the compoboard is spliced into described enclosing from bottom to up
Baffle plate.
Further, also including at least one undertaking crossbeam, the undertaking crossbeam be arranged at the adjacent compoboard it
Between, it is described accept crossbeam two ends be fixedly connected with the column of the left and right sides respectively, it is described accept crossbeam top and
Bottom is respectively arranged with undertaking groove and lower undertaking groove, and the upper undertaking groove and lower undertaking groove hold along described
The length direction for connecing crossbeam is set, and the bottom lateral margin of the compoboard being arranged on the upside of the undertaking crossbeam passes through to be held on described
Groove is connect with the undertaking crossbeam clamping, the top lateral margin of the compoboard being arranged on the downside of the undertaking crossbeam is by described
Lower undertaking groove and the undertaking crossbeam clamping.
Present invention also offers a kind of enclosing construction method, comprise the following steps:
A. column is both vertically arranged on the left and right sides；
B., with vertical columns, and left and right sides column keeping parallelism will be made in the bottom of column insertion soil layer；
C., surrounding baffle is installed, respectively by the column clamping of the lateral margin at surrounding baffle left and right sides end and the left and right sides.
Further, the column includes upper prop, lower prop and heightening screw rod, the bottom of the upper prop and the top of lower prop
Portion is provided with and heightens the internal thread that screw rod is adapted with described, the bottom of the upper prop by it is described heighten screw rod with it is described under
Post is connected；Before step B, screw rod will be heightened and be screwed into the middle of the top of lower prop, the bottom of upper prop is screwed into heighten spiral shell afterwards
Bar simultaneously heightens screw rod and is screwed into the length of part with the height of adjusting post according to construction demand；The surrounding baffle is included at least
Two pieces compoboard, the compoboard is spliced to form the surrounding baffle from bottom to up；In step C, workmen is high according to column
The compoboard quantity of regulation splicing is spent to adjust the height of surrounding baffle.
Further, before step C, sill is installed between the column of the left and right sides, respectively by the two ends of sill
It is fixedly connected with the column of the left and right sides；In step C, by the bottom lateral margin of surrounding baffle and sill clamping；Step C it
Afterwards, entablature is installed between the column of the left and right sides, the two ends of entablature are fixedly connected with the column of the left and right sides respectively, and
By the top lateral margin of surrounding baffle and entablature clamping.
Further, installed between adjacent compoboard and accept crossbeam, by undertaking crossbeam and the downside disposed thereon
Compoboard clamping, and by accept crossbeam two ends be fixedly connected with the column of the left and right sides.
The beneficial effects of the invention are as follows：There is provided it is a kind of can be with Fast Installation, the enclosing structure for using and one kind
The enclosing construction method in effectively save man-hour, the installation rate of the central enclosing that can accelerate to construct, reduces man-hour, effectively saves
Save can human cost, be particularly well-suited to unsclerotized mattess.
Brief description of the drawings
Fig. 1 is the structural representation of Fast Installation enclosing provided by the present invention.
Fig. 2 is the schematic cross-section of Fast Installation enclosing overlooking surface provided by the present invention.
Fig. 3 is the schematic cross-section of Fast Installation enclosing side provided by the present invention.
【Specific symbol description】
1- columns, 11- stake pockets, 12- upper props, 13- lower props, 14- heightens screw rod, 2- surrounding baffles, 21- compoboards, 3-
Entablature, 31- entablature grooves, 4- sills, 41- sill grooves, 5- accepts crossbeam, is accepted on 51- and hold under groove, 52-
Connect groove, 6- adapter sleeves.
Specific embodiment
Embodiments of the invention are further described below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2, Figure 3 shows, Fast Installation enclosing provided by the present invention, including surrounding baffle 2 and it is arranged at a left side
Right both sides and the column 1 being parallel to each other, the surrounding baffle 2 are arranged between the column 1, and the inner side of the column 1 is provided with
Stake pocket 11, the stake pocket 11 is set along the length direction of the column 1, the lateral margin of the left and right sides of the surrounding baffle 2
By the stake pocket 11 and the clamping of the column 1, the bottom of the column 1 is provided with pointed cone structure.In construction and installation enclosing
When, first by the middle of the pointed cone structure insertion ground under column 1, column 1 is both vertically arranged on the left and right sides and keeping parallelism, it
The lateral margin of the both sides of surrounding baffle 2 is snapped in the middle of the stake pocket 11 of the inner side of column 1 of the left and right sides afterwards, completes the fast of surrounding baffle 2
Speed is installed, and without waiting for hardened ground or construction isolated footing pier, and need not weld column 1 and surrounding baffle 2, accelerates construction
The installation rate of central enclosing, reduces man-hour, has been effectively saved human cost, is particularly well-suited to unsclerotized concrete ground
Face.
On the basis of above-mentioned implementation method, to ensure that enclosing can its masking be high according to the demand flexible modulation of construction ground
Degree, further improves the applicability of enclosing, and the column 1 includes upper prop 12 and lower prop 13, the upper prop 12 and lower prop
The stake pocket 11 is provided with 13, the bottom of the upper prop 12 passes through the top phase of height adjusting part and the lower prop 13
Connection.As shown in figure 1, in construction, operating personnel can be pushed up by the height adjusting part regulation bottom of upper prop 12 and lower prop 13
Spacing between portion enables the both sides of column 1 to snap in the highly different surrounding baffle 2 of masking with full with the whole height of adjusting post 1
The demand of sufficient construction ground, improves applicability of enclosing when in face of different demands.
In the middle of above-mentioned implementation method, the top of lower prop 13 is generally set to hollow-core construction, and by the bottom of upper prop 12
It is socketed in the hollow-core construction of lower prop 13, after column 1 reaches desired height, operating personnel are using latch or bolt to upper prop
12 and lower prop 13 be fixed, but this mode has a drawbacks such as complex structure, inconvenient operation, and upper prop 12 and
The size of stake pocket 11 on lower prop 13 can be different because of the change in upper prop 12 and the section of lower prop 13, and surrounding baffle 2 is easily sent out
The situation that life is rocked, so it is preferred that, in the middle of present embodiment, the height adjusting part is described to heighten screw rod 14
The bottom of upper prop 12 and the top of lower prop 13 are provided with heightens the internal thread that screw rod 14 is adapted with described.As shown in figure 1,
In 1 height of adjusting post, workmen will heighten screw rod 14 and is screwed into the middle of the internal thread of lower prop 13 first, and adjustment is screwed into lower prop
The length for heightening screw rod 14 in the middle of 13, the top that screw rod 14 will be heightened afterwards is screwed into the middle of the internal thread of upper prop 12, makes column 1
Desired height is reached, further according to the surrounding baffle 2 that the height insertion height of column 1 matches.As shown in figure 1, being heightened by setting
Screw rod 14, compared to other modes, has effectively ensured the reliability of column 1, and with simple structure, the easy advantage of operation,
And can ensure that upper prop 12 is identical with the size of stake pocket 11 on lower prop 13, efficiently avoid the feelings that surrounding baffle 2 is rocked
Condition.
In the middle of above-mentioned implementation method, the upper and lower sides of surrounding baffle 2 lack support, and surrounding baffle 2 is susceptible to slide or inclined
Situations such as shifting, so it is preferred that, in the middle of present embodiment, also including entablature 3 and sill 4, the entablature 3
Be arranged at intervals between left and right sides column 1 with sill 4, the entablature 3 is arranged at the top of the sill 4, it is described on
The two ends of crossbeam 3 are fixedly connected with the upper prop 12 of the left and right sides respectively, the two ends of the sill 4 respectively with the left and right sides
The lower prop 13 be fixedly connected, the bottom of the entablature 3 and the top of sill 4 are respectively arranged with entablature groove 31
And sill groove 41, the entablature groove 31 along the entablature 3 length direction set, the sill groove 41
Set along the length direction of the sill 4, the surrounding baffle 2 is arranged between the entablature 3 and sill 4, described to enclose
The lateral margin at the top of baffle plate 2 is led to by the entablature groove 31 and the clamping of the entablature 3, the lateral margin of the bottom of the surrounding baffle 2
The sill groove 41 is crossed with the clamping of the sill 4.As shown in Figures 1 to 3, after installing, the both sides of surrounding baffle 2 with
The phase clamping of stake pocket 11, thereon lower side edge respectively with entablature groove 31 and the clamping of sill groove 41, that is, enclose plate washer 2
Surrounding lateral margin firmly fixed, the effective guarantee stability of surrounding baffle 2, it is to avoid surrounding baffle 2 shift or
The situation that person slides.
In the middle of above-mentioned implementation method, surrounding baffle 2 can be in the form of overall one piece.Different screenings are run into construction ground
When covering height requirement, column 1 can adjust according to demand height, workmen be up to desired height surrounding baffle 2 snap in it is vertical
In post groove 11.This mode needs to prepare different size of surrounding baffle 2, exists relatively costly and designs the disadvantage such as unreasonable
End.So it is preferred that, in the middle of present embodiment, the surrounding baffle 2 includes at least two pieces compoboard 21, the compoboard
21 are spliced into the surrounding baffle 2 from bottom to up.As shown in figure 1, during construction, workmen can be according to the height to surrounding baffle 2
Demand, flexibly from the quantity of compoboard 21, is spliced into the surrounding baffle 2 of different height.
In the middle of above-mentioned implementation method, more than one piece compoboard 21 is susceptible to two-piece compoboard 21 and misplaces or rock
Situation, is further to ensure the steadiness spliced between more than one piece compoboard 21, the steadiness of surrounding baffle 2 is lifted, as preferred side
Formula, in the middle of present embodiment, also including at least one undertaking crossbeam 5, the undertaking crossbeam 5 is arranged at the adjacent compoboard
Between 21, the two ends for accepting crossbeam 5 are fixedly connected with the column 1 of the left and right sides respectively, the top for accepting crossbeam 5
Portion and bottom are respectively arranged with undertaking groove 51 and lower undertaking groove 52, and the upper undertaking groove 51 and lower undertaking are recessed
Groove 52 is set along the length direction of the undertaking crossbeam 5, is arranged at the bottom of the compoboard 21 of the upside of undertaking crossbeam 5
Portion lateral margin is arranged at described group of the downside of undertaking crossbeam 5 by the upper undertaking groove 51 and the undertaking clamping of crossbeam 5
The top lateral margin of plywood 21 is by the lower undertaking groove 52 and the undertaking clamping of crossbeam 5.As shown in figure 1, present embodiment
In, to avoid wasting, in combination with experience and demand in construction, there is provided two pieces compoboard 21, two pieces compoboard 21
Surrounding baffle 2 is spliced into from bottom to up, undertaking crossbeam 5 is provided between first compoboard 21 and second compoboard 21, make
Two-piece compoboard 21 can be coupled together firmly, it is to avoid dislocation or situation about rocking occur between compoboard 21；This
Outward, in the middle of present embodiment, the two ends for accepting crossbeam 5, entablature 3 and sill 4 are provided with adapter sleeve 6, when mounted,
Operating personnel can be fixed using latch or bolt to the position of adapter sleeve 6, to entablature 3, sill 4 and to hold
Crossbeam 5 is connect to be fixed；When enclosing is dismantled, you can dismounting lower joint sleeve 6, part is reclaimed, convenient next time is again
Utilize.
Meanwhile, present invention also offers a kind of enclosing construction method, comprise the following steps：
A. column 1 is both vertically arranged on the left and right sides；
B., with vertical columns 1, and the keeping parallelism of left and right sides column 1 will be made in the bottom of column 1 insertion soil layer；
C., surrounding baffle 2 is installed, respectively by the clamping of column 1 of the lateral margin at the left and right sides end of surrounding baffle 2 and the left and right sides.
As shown in Figures 1 to 3, in present embodiment, the inner side of column 1 is provided with the groove of column 1, makes the both sides of surrounding baffle 2
Side edge can promptly with the phase clamping of column 1, compared to the existing method for welding column 1 and surrounding baffle 2, the present invention is carried
A kind of enclosing for supplying construction method is more convenient, the set-up time is shorter, manpower and materials can be saved with effectively save man-hour；
Meanwhile, the bottom of column 1 has pointed cone structure to facilitate in the middle of its insertion soil layer, without waiting for hardened ground or construction isolated footing
Pier, is particularly well-suited to unsclerotized mattess.
On the basis of above-mentioned implementation method, be improve surrounding baffle 2 in face of different height demand applicability, institute as
Preferred embodiment, the column 1 includes upper prop 12, lower prop 13 and heightening screw rod 14, the bottom of the upper prop 12 and lower prop 13
Top be provided with and heighten the internal thread that screw rod 14 is adapted with described, screw rod is heightened in the bottom of the upper prop 12 by described
14 are connected with the lower prop 13；Before step B, screw rod 14 will be heightened and be screwed into the middle of the top of lower prop 13, afterwards by upper prop
12 bottom is screwed into heighten screw rod 14 and heighten screw rod 14 according to construction demand and is screwed into the length of part with adjusting post 1
Highly；The surrounding baffle 2 includes at least two pieces compoboard 21, and the compoboard 21 is spliced to form the surrounding baffle 2 from bottom to up；
In step C, workmen is according to the quantity of compoboard 21 of the height regulation splicing of column 1 adjusting the height of surrounding baffle 2.As schemed
Shown in 1, in construction, workmen can be according to the height requirement to surrounding baffle 2, flexibly from the quantity of compoboard 21, will
It is spliced into the surrounding baffle 2 of different height, and surrounding baffle 2 is snapped in the middle of the column 1 being highly adapted with it, effectively improves
Applicability of enclosing when in face of different height demand.
On the basis of above-mentioned implementation method, be improve surrounding baffle 2 steadiness, it is preferred that, step C it
Before, sill 4 is installed between left and right sides column 1, respectively by the two ends of sill 4 and the company of fixation of column 1 of the left and right sides
Connect；In step C, by the bottom lateral margin of surrounding baffle 2 and the clamping of sill 4；After step c, between left and right sides column 1
Entablature 3 is installed, the two ends of entablature 3 are fixedly connected with the column 1 of the left and right sides respectively, and by the top side of surrounding baffle 2
Edge and the clamping of entablature 3.As shown in Figure 2 and Figure 3, in the middle of present embodiment, the bottom of entablature 3 and the top of sill 4 are equal
Set fluted with clamping surrounding baffle 2, the lateral margin of the surrounding of surrounding baffle 2 is mutually blocked with entablature 3, sill 4 and column 1 simultaneously
Connect, effectively ensured the steadiness of surrounding baffle 2.
On the basis of above-mentioned implementation method, to ensure the steadiness of upper and lower sides compoboard 21, in adjacent compoboard 21
Between install and accept crossbeam 5, by compoboard 21 clamping of the undertaking crossbeam 5 and downside disposed thereon, and crossbeam 5 will be accepted
Two ends are fixedly connected with the column 1 of the left and right sides.As shown in figure 3, accept crossbeam 5 to play a part of to form a connecting link, present embodiment
It is central, accept the upper and lower sides of crossbeam 5 and be provided with groove, the compoboard 21 of downside disposed thereon is coupled together, effectively improve
The steadiness of surrounding baffle 2.
Claims (10)
1. Fast Installation enclosing, it is characterised in that：Including surrounding baffle (2) and the column for being arranged at the left and right sides and being parallel to each other
(1), the surrounding baffle (2) is arranged between the column (1), and stake pocket (11), institute are provided with the inside of the column (1)
State stake pocket (11) to be set along the length direction of the column (1), the lateral margin of surrounding baffle (2) left and right sides is by described
Stake pocket (11) and the column (1) clamping, column (1) bottom is provided with pointed cone structure.
2. according to the Fast Installation enclosing described in claim 1, it is characterised in that：The column (1) including upper prop (12) and
Lower prop (13), is provided with the stake pocket (11), the bottom of the upper prop (12) on the upper prop (12) and lower prop (13)
Portion is connected by height adjusting part with the top of the lower prop (13).
3. according to the Fast Installation enclosing described in claim 2, it is characterised in that：The height adjusting part is to heighten screw rod
(14), be provided with the top of the bottom of the upper prop (12) and lower prop (13) with it is described heighten that screw rod (14) is adapted it is interior
Screw thread.
4. the Fast Installation enclosing according to any one of claim 2 to 3 claim, it is characterised in that：Also include upper
Crossbeam (3) and sill (4), the entablature (3) and sill (4) are arranged at intervals between left and right sides column (1), institute
State entablature (3) and be arranged at the sill (4) top, the two ends of the entablature (3) respectively with the left and right sides it is described on
Post (12) is fixedly connected, and the two ends of the sill (4) are fixedly connected with the lower prop (13) of the left and right sides respectively, it is described on
Entablature groove (31) and sill groove (41), institute are respectively arranged with the top of the bottom of crossbeam (3) and sill (4)
State entablature groove (31) to be set along the length direction of the entablature (3), the sill groove (41) is along the sill
(4) length direction is set, and the surrounding baffle (2) is arranged between the entablature (3) and sill (4), the surrounding baffle
(2) lateral margin at the top of is by the entablature groove (31) and the entablature (3) clamping, the side of surrounding baffle (2) bottom
Edge is by the sill groove (41) and the sill (4) clamping.
5. according to the Fast Installation enclosing described in claim 4, it is characterised in that：The surrounding baffle (2) includes at least two pieces group
Plywood (21), the compoboard (21) is spliced into the surrounding baffle (2) from bottom to up.
6. according to the Fast Installation enclosing described in claim 5, it is characterised in that：Also include at least one and accept crossbeam (5), institute
State undertaking crossbeam (5) be arranged between the adjacent compoboard (21), it is described accept crossbeam (5) two ends respectively with left and right two
The column (1) of side is fixedly connected, and the top and bottom for accepting crossbeam (5) is respectively arranged with undertaking groove (51)
And lower undertaking groove (52), upper undertaking groove (51) and lower undertaking groove (52) are along undertaking crossbeam (5)
Length direction is set, and the bottom lateral margin of the compoboard (21) being arranged on the upside of undertaking crossbeam (5) passes through to be held on described
Groove (51) is connect with described undertaking crossbeam (5) clamping, the top of the compoboard (21) being arranged on the downside of undertaking crossbeam (5)
Portion lateral margin is by lower undertaking groove (52) and described undertaking crossbeam (5) clamping.
7. a kind of enclosing construction method, it is characterised in that comprise the following steps：
A. column (1) is both vertically arranged on the left and right sides；
B., with vertical columns (1), and left and right sides column (1) keeping parallelism will be made in the bottom of column (1) insertion soil layer；
C., surrounding baffle (2) is installed, respectively by column (1) clamping of the lateral margin at surrounding baffle (2) left and right sides end and the left and right sides.
8. according to a kind of enclosing construction method described in claim 7, it is characterised in that：The column (1) including upper prop (12),
Lower prop (13) and screw rod (14) is heightened, be provided with and the tune at the top of the bottom of the upper prop (12) and lower prop (13)
Screw rod (14) is heightened with the lower prop (13) by described in the internal thread that screw rod (14) high is adapted, the bottom of the upper prop (12)
It is connected；
Before step B, screw rod (14) will be heightened and be screwed into the middle of the top of lower prop (13), be afterwards screwed into the bottom of upper prop (12)
Heighten screw rod (14) and screw rod (14) is heightened according to construction demand and be screwed into the length of part with the height of adjusting post (1)；
The surrounding baffle (2) includes at least two pieces compoboard (21), and the compoboard (21) is spliced to form described enclosing from bottom to up
Baffle plate (2)；
In step C, workmen adjusts compoboard (21) quantity of splicing to adjust surrounding baffle (2) according to column (1) height
Height.
9. according to a kind of construction method of the enclosing described in claim 8, it is characterised in that：
Before step C, sill (4) is installed between left and right sides column (1), respectively by the two ends of sill (4) and a left side
The column (1) of right both sides is fixedly connected；
In step C, by the bottom lateral margin of surrounding baffle (2) and sill (4) clamping；
After step c, entablature (3) is installed between left and right sides column (1), respectively by the two ends of entablature (3) and a left side
The column (1) of right both sides is fixedly connected, and by the top lateral margin of surrounding baffle (2) and entablature (3) clamping.
10. according to a kind of enclosing construction method described in claim 9, it is characterised in that：Between adjacent compoboard (21)
Install and accept crossbeam (5), accept compoboard (21) clamping of crossbeam (5) and downside disposed thereon by described, and crossbeam will be accepted
(5) two ends are fixedly connected with the column (1) of the left and right sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710253856.3A CN106869587A (en) | 2017-04-18 | 2017-04-18 | Fast Installation enclosing and a kind of enclosing construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710253856.3A CN106869587A (en) | 2017-04-18 | 2017-04-18 | Fast Installation enclosing and a kind of enclosing construction method |
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| Publication Number | Publication Date |
|---|---|
| CN106869587A true CN106869587A (en) | 2017-06-20 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710253856.3A Pending CN106869587A (en) | 2017-04-18 | 2017-04-18 | Fast Installation enclosing and a kind of enclosing construction method |
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| CN205875916U (en) * | 2016-07-06 | 2017-01-11 | 湖南悍马金属构件有限公司 | Enclose baffle subassembly of fender |
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|---|---|---|---|---|
| US20110315941A1 (en) * | 2008-12-24 | 2011-12-29 | Jenkin Timber Limited | Fence |
| CN203008505U (en) * | 2012-12-13 | 2013-06-19 | 山东恒业石油新技术应用有限公司 | Multipurpose liquid pollution prevention rail easy to demount and combine |
| CN203160829U (en) * | 2013-04-06 | 2013-08-28 | 潘真珍 | Wood-plastic fence |
| CN203701714U (en) * | 2014-01-21 | 2014-07-09 | 林锋 | Fast plug-in type construction retaining wall |
| CN204876816U (en) * | 2015-08-10 | 2015-12-16 | 深圳市科源建设集团有限公司 | Adjustablely block that high construction encloses fender |
| CN205875916U (en) * | 2016-07-06 | 2017-01-11 | 湖南悍马金属构件有限公司 | Enclose baffle subassembly of fender |
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