CN202788016U - Protective shed for construction field operation - Google Patents

Protective shed for construction field operation Download PDF

Info

Publication number
CN202788016U
CN202788016U CN 201220366765 CN201220366765U CN202788016U CN 202788016 U CN202788016 U CN 202788016U CN 201220366765 CN201220366765 CN 201220366765 CN 201220366765 U CN201220366765 U CN 201220366765U CN 202788016 U CN202788016 U CN 202788016U
Authority
CN
China
Prior art keywords
column
protection canopy
crossbeam
job site
support
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.)
Expired - Lifetime
Application number
CN 201220366765
Other languages
Chinese (zh)
Inventor
张华宇
秦安权
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
LIAONING HUAYE CONSTRUCTION ENGINEERING Co Ltd
China Huaye Group Co Ltd
Original Assignee
LIAONING HUAYE CONSTRUCTION ENGINEERING Co Ltd
China Huaye Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by LIAONING HUAYE CONSTRUCTION ENGINEERING Co Ltd, China Huaye Group Co Ltd filed Critical LIAONING HUAYE CONSTRUCTION ENGINEERING Co Ltd
Priority to CN 201220366765 priority Critical patent/CN202788016U/en
Application granted granted Critical
Publication of CN202788016U publication Critical patent/CN202788016U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model provides a protective shed for construction field operation. The protective shed comprises a plurality of supports and a shed roof. Each support comprises an upright post, a cross beam and diagonal braces, a base is arranged at the lower end of the upright post, at least through hole is reserved on the base and used for insertion of an anchor bolt embedded in concrete ground, the cross beam is horizontally fixed at the upper end of the upright post, one ends of the diagonal braces are fixed to the upright posts, and the other ends of the diagonal braces are fixed to the cross beam. The shed roof is erected on the cross beams of the multiple supports, the upright posts of all the supports locate on the same plane, and the cross beams of the all the supports are perpendicular to the plane. The protective shed is simple in structure, convenient to detach and capable of providing wider operation space.

Description

Job site operation protection canopy
Technical field
The utility model relates to building field, specifically, relates to a kind of job site operation protection canopy.
Background technology
In the work progress of heavy construction, need to carry out at the scene some timber works and reinforcing bar operation, as cutting out plank, bar bending etc.In order to guarantee field operation personnel's personal safety, usually in the construction site for these operations mark special zone, and install the operation protection canopy in this zone, injure the operating personnel to prevent falling object from high altitude.
Fig. 1 is the lateral view of traditional job site operation protection canopy, and Fig. 2 is the elevation of this protection canopy.As depicted in figs. 1 and 2, traditional job site operation protection canopy 100 comprises that two are supported facade 10 and a ceiling 20.Each supports facade 10 is built by a plurality of column bars 11, the bar 12 of sweeping the floor, intermediate bar 13, top bearing bar 14 and hound 15, wherein, column bar 11, the bar 12 of sweeping the floor, intermediate bar 13, top bearing bar 14 and hound 15 are steel pipe, connect by the fastener (not shown) between them.Between two support facades 10, be erected with stull 31 and diagonal brace 32.Ceiling 20 is formed two top bearing bar 14 and two stulls 31 layings of supporting between the facade 10 of supporting in the facade 10 by template (for example wooden form) 21.In order to guarantee safety, as depicted in figs. 1 and 2, ceiling 20 can be laid in double-deck ceiling.In addition, can be lined with cushion block 11a in the lower end of column bar 11.
Various timber works and reinforcing bar implement 200 and switchbox 300 can be installed in that protection canopy 100 is interior.In general, implement 300 is installed in the ground central authorities in the protection canopy, and switchbox 300 is installed near the support facade in the protection canopy.
The shortcoming of traditional job site operation protection canopy 100 is that two support facades 10 have limited working space, and the installing/dismounting of this protection canopy is very loaded down with trivial details, labour intensity is large.
The utility model content
The purpose of this utility model is, a kind of job site operation protection canopy is provided, and this protection canopy is simple in structure, mounting or dismounting are convenient, and very large working space can be provided.
For achieving the above object, the utility model provides a kind of job site operation protection canopy, this job site operation protection canopy comprises: a plurality of supports, each support comprises column, crossbeam and diagonal brace, wherein, the lower end of described column is provided with base, this base is provided with at least one through hole, be used for inserting the pre-buried ground anchor bolt in concrete ground, described crossbeam is horizontally fixed on the upper end of described column, one end of described diagonal brace is fixed on the described column, and the other end of described diagonal brace is fixed on the described crossbeam; And ceiling, be erected on the crossbeam of described a plurality of supports, wherein, the column of described each support is positioned at same plane, and the beam vertical of described each support is in this plane.
Preferably, described each support can comprise two diagonal braces, and these two diagonal braces are arranged on the both sides of the column in this support symmetrically.
Preferably, described column, described crossbeam and described diagonal brace can be made by i iron.
Preferably, between described column and the crossbeam, between diagonal brace and the column, between diagonal brace and the crossbeam and can fix by bolt and nut between ceiling and the support.
Preferably, described ceiling can comprise two-layer, and every layer can be formed by template splicing.
Therefore according to top description and practice as can be known, for operation protection canopy in job site described in the utility model, the support of ceiling is arranged on the central authorities of Active workings rather than all around, just working space is not produced restriction.In other words, the operating personnel still treats below the ceiling of protection canopy, but in timber work or reinforcing bar operation process, workpiece and reinforcing bar but can stretch out outside the protection canopy, and this just greatly facilitates operation.In addition, operation protection canopy in job site described in the utility model adopts shaped steel (such as i iron) and bolt and nut to build, and so not only can realize above-mentioned cantilevered structure, and installing/dismounting is very convenient simple.
Description of drawings
By below in conjunction with the description of accompanying drawing to embodiment, above-mentioned feature of the present utility model and technological merit will become apparent and understand easily.In the accompanying drawings,
Fig. 1 is the lateral view of traditional job site operation protection canopy;
Fig. 2 is the elevation of operation protection canopy in job site shown in Figure 1;
Fig. 3 is the lateral view of the described job site operation of an embodiment protection canopy of the present utility model; And
Fig. 4 is the elevation of operation protection canopy in job site shown in Figure 3.
The specific embodiment
The embodiment of effect protection canopy in job site described in the utility model is described below with reference to the accompanying drawings.Those of ordinary skill in the art can recognize, in the situation that does not depart from spirit and scope of the present utility model, can revise described embodiment with various mode or its combination.Therefore, accompanying drawing is illustrative with being described in essence, rather than is used for the protection domain of restriction claim.In addition, in this manual, accompanying drawing draws not in scale, and identical Reference numeral represents identical part.
Fig. 3 is the lateral view of the described job site operation of an embodiment protection canopy of the present utility model, and Fig. 4 is the elevation of operation protection canopy in job site shown in Figure 3.As shown in Figure 3 and Figure 4, the described job site operation of an embodiment protection canopy 1000 of the present utility model comprises a plurality of supports 110 and adds the ceiling 120 that is located on these a plurality of supports 110.
Each support 110 comprises column 111, crossbeam 112 and diagonal brace 113.The lower end of column 111 is provided with base 111a, and base 111a is provided with at least one through hole, be used for to insert the pre-buried ground anchor bolt 410 in concrete ground 400.Ground anchor bolt 410 by fastening nuts, thereby is fixed on column 111 on the concrete ground 400 after passing through hole on the base 111a.Crossbeam 112 is horizontally fixed on the upper end of column 111.One end of diagonal brace 113 is fixed on the column 111, and the other end of diagonal brace 113 is fixed on the crossbeam 112.Preferably, each support 110 can comprise two diagonal braces 113, and these two diagonal braces 113 are arranged on the both sides of the column 111 in this support 110 symmetrically.The column 111 of described each support 110 is positioned at same plane, and shape is in a row, and the crossbeam 112 of described each support 110 is perpendicular to this plane.
Ceiling 120 is erected on the crossbeam 112 of a plurality of supports 110.
In the present embodiment, column 111, crossbeam 112 and diagonal brace 113 are made by for example i iron.I iron is shaped steel, the use of can encorbelmenting, and be convenient to be fixed by bolt and nut.Therefore, in the present embodiment, between column 111 and the crossbeam 112, between diagonal brace 113 and the column 111, between diagonal brace 113 and the crossbeam 112 and can be fixed by bolt and nut between ceiling 120 and the support 110.
In order to guarantee safety, as shown in Figure 3 and Figure 4, ceiling 120 can be laid in bilayer, and every layer is spliced by template 121.The edge of ceiling 120 can form by i iron side bar 122, with constraint template 121.
Various timber works and reinforcing bar implement 200 and switchbox 300 can be installed in that protection canopy 1000 is interior.In the present embodiment, implement 200 can be installed in the both sides on the column plane in the protection canopy, and switchbox 300 then can be installed between the column 111 in the protection canopy.
The mounting method of the described job site operation of present embodiment protection canopy 1000 is, concrete ground 400 is built, the pre-buried ground anchor bolt 410 of the middle position in concrete ground in the place that needs at the construction field (site) to install protection canopy in accordance with regulations size.Treat after the sclerosis of concrete ground 400, the base 111a of column 111 and ground anchor bolt 410 are fixed by nut, and then set up ceiling 120 at the crossbeam 112 of column 111, and ceiling 120 and crossbeam 112 are fixed by bolt and nut.After forming protection canopy 1000, implement 200 and switchbox 300 are installed among the protection canopy 1000, just can carry out timber work and reinforcing bar operation.
Therefore according to top description and practice as can be known, for operation protection canopy in job site described in the utility model, the support of ceiling is arranged on the central authorities of Active workings rather than all around, just working space is not produced restriction.In other words, the operating personnel still treats below the ceiling of protection canopy, but in timber work or reinforcing bar operation process, workpiece and reinforcing bar but can stretch out outside the protection canopy, and this just greatly facilitates operation.In addition, operation protection canopy in job site described in the utility model adopts shaped steel (such as i iron) and bolt and nut to build, and so not only can realize above-mentioned cantilevered structure, and installing/dismounting is very convenient simple.
Under above-mentioned instruction of the present utility model; those skilled in the art can carry out various improvement and distortion on the basis of above-described embodiment; and these improvement and distortion; all drop in the protection domain of the present utility model; those skilled in the art should be understood that; above-mentioned specific descriptions are just explained the purpose of this utility model better, and protection domain of the present utility model is limited by claim and equivalent thereof.

Claims (5)

1. a job site operation protection canopy is characterized in that, comprising:
A plurality of supports, each support comprises column, crossbeam and diagonal brace, wherein, the lower end of described column is provided with base, this base is provided with at least one through hole, is used for inserting the pre-buried ground anchor bolt in concrete ground, and described crossbeam is horizontally fixed on the upper end of described column, one end of described diagonal brace is fixed on the described column, and the other end of described diagonal brace is fixed on the described crossbeam; And
Ceiling is erected on the crossbeam of described a plurality of supports,
Wherein, the column of described each support is positioned at same plane, and the beam vertical of described each support is in this plane.
2. operation protection canopy in job site as claimed in claim 1 is characterized in that,
Described each support comprises two diagonal braces, and these two diagonal braces are arranged on the both sides of the column in this support symmetrically.
3. operation protection canopy in job site as claimed in claim 1 is characterized in that,
Described column, described crossbeam and described diagonal brace are made by i iron.
4. operation protection canopy in job site as claimed in claim 1 is characterized in that,
Between described column and the crossbeam, between diagonal brace and the column, between diagonal brace and the crossbeam and fix by bolt and nut between ceiling and the support.
5. operation protection canopy in job site as claimed in claim 1 is characterized in that,
Described ceiling comprises two-layer, and every layer is formed by template splicing.
CN 201220366765 2012-07-26 2012-07-26 Protective shed for construction field operation Expired - Lifetime CN202788016U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201220366765 CN202788016U (en) 2012-07-26 2012-07-26 Protective shed for construction field operation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201220366765 CN202788016U (en) 2012-07-26 2012-07-26 Protective shed for construction field operation

Publications (1)

Publication Number Publication Date
CN202788016U true CN202788016U (en) 2013-03-13

Family

ID=47815294

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201220366765 Expired - Lifetime CN202788016U (en) 2012-07-26 2012-07-26 Protective shed for construction field operation

Country Status (1)

Country Link
CN (1) CN202788016U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700294A (en) * 2021-09-27 2021-11-26 北京天润建设有限公司 Water and electricity well pouring structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113700294A (en) * 2021-09-27 2021-11-26 北京天润建设有限公司 Water and electricity well pouring structure and construction method

Similar Documents

Publication Publication Date Title
CN102337782B (en) Lift system for constructing truss platform on top of tall and large space
CN202925957U (en) Instrumentalized extension-type safety protection shed
CN110805289A (en) Plug-in type discharging platform and construction method
CN105350760A (en) Edge-beam-supporting steel-rod-inclined-pulling and wire-rope-unloading overhanging scaffold construction method
CN202945798U (en) Overhanging type scaffold corner device
CN213268816U (en) Assembled shaped steel horizontal protection platform of encorbelmenting
JP2010242308A (en) Method for demolishing high-rise building of concrete slab structure, and concrete slab demolition equipment
CN202788016U (en) Protective shed for construction field operation
CN202401775U (en) Safety protection platform for elevator shaft
JP5693869B2 (en) Bridge girder construction method
CN201963320U (en) Scaffold for mounting tunnel support arch frame
CN210025768U (en) A operation platform system for caisson template installation
CN206616876U (en) One kind is encorbelmented protective platform system
CN107227839B (en) Integrated support construction safety platform and installation method
CN213597442U (en) Elevator shaft template operation platform that encorbelments
JP2020190142A (en) Upper scattering prevention curing system and upper scattering prevention curing method in dismantlement of multilayer stage building
CN102913007B (en) Steel reinforcement processing shed and construction method therefor
CN114412152A (en) Construction method for constructing I-steel scaffold by large-span overhanging structure of high-rise cluster project
CN204940916U (en) A kind of Super High Core Walls Structure emergency escape passage
CN203257118U (en) Constructional engineering safety protection rebar protective shed
CN203531349U (en) Novel high-bearing easily-dismantled overhanging type scaffold
CN107217685A (en) A kind of Portable piping lane side wall formwork jumbo
CN202214976U (en) Steel wire rope support device
CN102587649A (en) Template profiled bar supporting system of high and large cantilever structure
KR100901016B1 (en) Safety bracket to external wall scaffolding for a structure

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130313