CN207144641U - Assembling type enclosing shield - Google Patents

Assembling type enclosing shield Download PDF

Info

Publication number
CN207144641U
CN207144641U CN201720439246.8U CN201720439246U CN207144641U CN 207144641 U CN207144641 U CN 207144641U CN 201720439246 U CN201720439246 U CN 201720439246U CN 207144641 U CN207144641 U CN 207144641U
Authority
CN
China
Prior art keywords
assembling type
baffle plate
type enclosing
enclosing shield
column bases
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 - Fee Related
Application number
CN201720439246.8U
Other languages
Chinese (zh)
Inventor
罗方正
梁亚华
杨永华
马兴敏
赵维
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.)
China Construction Eighth Engineering Division Co Ltd
Original Assignee
China Construction Eighth Engineering Division 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 China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201720439246.8U priority Critical patent/CN207144641U/en
Application granted granted Critical
Publication of CN207144641U publication Critical patent/CN207144641U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

A kind of assembling type enclosing shield is the utility model is related to, including:Spaced column bases, the side end of column bases is formed with the first docking section;Baffle plate pedestal, side end are detachably spliced between two neighboring column bases formed with the second docking section being adapted with the first docking section, baffle plate pedestal by the second docking section;Pillar construction, the corresponding top for being erected on column bases;And baffle arrangement, correspond to the top for being erected on baffle plate pedestal and be connected between two neighboring pillar construction.It is of the present utility model easy for installation, detachably it is used in turn, as the utility model assembling type enclosing shield is locally destroyed during use, the prefabricated components of damage can be removed, replacing new prefabricated components can repair.

Description

Assembling type enclosing shield
Technical field
The realm of building construction is the utility model is related to, espespecially a kind of assembling type enclosing shield.
Background technology
Need to set up provisional wall during building structure construction and carry out gear and set, by construction scene and external rings Border keeps apart, and job site is turned into the space of a relative closure, then carry out construction operation.Prior art is widely used Field fabrication enclosing, often built by laying bricks or stones on the ground using fragment of brick or concreting and form pedestal, then on pedestal Battenboard is fixed to form enclosing, so as to which this enclosing is exactly to be directly fixed on ground, can not move, can not also dismantle again Installation, efficiency of construction are low.
In existing work progress, metro station construction place is generally located at urban transportation busy trunk road, and enclosing is by vehicle Failure probability is big, and different stages duration and accessory structure construction stage, to need to enclose the construction site range covered big, this Enclosing can not reuse, once enclosing is destroyed can not maintenance needs remake, cost is high, can not have enough to meet the need.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided a kind of assembling type enclosing shield, solve existing skill The problem of enclosing in art can not have enough to meet the need recycling, and efficiency of construction is low.
Realizing the technical scheme of above-mentioned purpose is:
The utility model provides a kind of assembling type enclosing shield, including:
Spaced column bases, the side end of the column bases is formed with the first docking section;
Baffle plate pedestal, side end is formed with the second docking section being adapted with first docking section, the baffle plate pedestal Detachably spliced between two neighboring column bases by second docking section;
Pillar construction, the corresponding top for being erected on the column bases;And
Baffle arrangement, correspond to the top for being erected on the baffle plate pedestal and be connected between two neighboring pillar construction.
The beneficial effect of the utility model assembling type enclosing shield:
The utility model assembling type enclosing shield is by the way that column bases, baffle plate pedestal, pillar construction and baffle arrangement are carried one by one Before process, at the construction field (site) removably splicing be fixed together to form assembling type enclosing shield, improve efficiency of construction, this practicality New is easy for installation, is detachably used in turn, can will as the utility model assembling type enclosing shield is locally destroyed during use The prefabricated components of damage are removed, and replacing new prefabricated components can repair.Quality is easy to control, without pouring coagulation at the scene Soil, efficiency of construction is high, uses manpower and material resources sparingly.Civilized construction standard is higher, short construction period, is not required to be welded at the scene, applies The material and human resources needed between duration is less, is easy to organizing construction.
The utility model assembling type enclosing shield further improvement is that, first docking section is groove, described second pair Socket part is the projection being mutually engaged with the groove, and the projection, which plugs, to be fixed in the groove.
The utility model assembling type enclosing shield further improvement is that, the bottom of the baffle plate pedestal can by the first bolt Dismounting is fixed with the first installed part, and first installed part is provided with the first groove being adapted with the baffle arrangement, the gear The bottom corresponding inserted of harden structure is fixed in first groove.
The utility model assembling type enclosing shield further improvement is that, the side of the pillar construction can by the second bolt Dismounting is fixed with the second installed part, and second installed part is provided with the second groove being adapted with the baffle arrangement, the gear The side corresponding inserted of harden structure is fixed in second groove.
The utility model assembling type enclosing shield further improvement is that, first installed part and second installed part are equal It is U-shaped channel-section steel for section.
The utility model assembling type enclosing shield further improvement is that, the column bases are mixed provided with vertical embedded ribs Native prefabricated section is coagulated, the vertical embedded ribs vertically lead to through the concrete precast block, the bottom of the concrete precast block Cross the vertical embedded ribs and be fixed on ground, the top of the concrete precast block passes through the vertical embedded ribs and the column Structure is fixedly connected.
The utility model assembling type enclosing shield further improvement is that, the baffle plate pedestal includes multiple gears mutually spliced Plate base unit, the two neighboring baffle plate base unit are detachably spliced to form ribbet.
The utility model assembling type enclosing shield further improvement is that, the baffle plate base unit includes the positioned at top One rectangular parallelepiped structure, the second rectangular parallelepiped structure positioned at bottom and it is connected to first rectangular parallelepiped structure and the second cuboid Terrace with edge structure between structure, the second rectangular parallelepiped structure floor space are more than the floor space of first rectangular parallelepiped structure.
The utility model assembling type enclosing shield further improvement is that, the bottom of the baffle plate base unit offers draining Mouthful.
The utility model assembling type enclosing shield further improvement is that, the pillar construction includes:
The skeleton structure that angle steel is welded;And
It is coated on the overcoat of the skeleton structure.
Brief description of the drawings
Fig. 1 is the front view of the utility model assembling type enclosing shield.
Fig. 2 is the column bases of the utility model assembling type enclosing shield and the top view of baffle plate pedestal.
Fig. 3 is the top view of the column bases of the utility model assembling type enclosing shield.
The sectional view that Fig. 4 is the column bases of the utility model assembling type enclosing shield and ground is fixed.
Fig. 5 is the front view of the baffle plate pedestal of the utility model assembling type enclosing shield.
Fig. 6 is the side view of the baffle plate pedestal of the utility model assembling type enclosing shield.
Fig. 7 is the decomposing schematic representation of part A in Fig. 2.
Fig. 8 is the top view that the first installed part is set on the baffle plate pedestal of the utility model assembling type enclosing shield.
Fig. 9 is the schematic diagram of the utility model assembling type enclosing shield column bases and pillar construction.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, it is shown that the front view of the utility model assembling type enclosing shield.Refering to Fig. 2, it is shown that the utility model fills The top view of column bases and baffle plate pedestal with formula enclosing.With reference to shown in Fig. 1 and Fig. 2, the utility model assembling type enclosing shield bag Include:Column bases 10, baffle plate pedestal 20, pillar construction 30 and baffle arrangement 40, wherein column bases 10 are arranged at intervals, column base The side end of seat 10 is formed with the first docking section 11, and the side end of baffle plate pedestal 20 with the first docking section 11 formed with being adapted Second docking section 21, baffle plate pedestal 20 are detachably spliced between two neighboring column bases 10 by the second docking section 21;It is vertical The corresponding top for being erected on column bases 10 of rod structure 30, baffle arrangement 40 correspond to the top for being erected on baffle plate pedestal 20 and connected It is connected between two neighboring pillar construction 30.The utility model assembling type enclosing shield is by by column bases, baffle plate pedestal, column knot Structure and baffle arrangement process in advance one by one, and removably splicing is fixed together to form assembling type enclosing shield at the construction field (site), carries High efficiency of construction, it is of the present utility model easy for installation, detachably it is used in turn, as the utility model assembling type enclosing shield is using Period is locally destroyed, can remove the prefabricated components of damage, replacing new prefabricated components can repair.Quality is easy to control, Without casting concrete at the scene, efficiency of construction is high, uses manpower and material resources sparingly.Civilized construction standard is higher, short construction period, is not required to Welded at the scene, the material and human resources that construction period needs are less, are easy to organizing construction.
Refering to Fig. 3, it is shown that the top view of the column bases of the utility model assembling type enclosing shield.Refering to Fig. 4, it is shown that this The sectional view that the column bases of utility model assembling type enclosing shield and ground are fixed.With reference to shown in Fig. 1 to Fig. 4, in the present embodiment, Column bases 10 are the concrete precast block provided with vertical embedded ribs 100, and vertical embedded ribs 100 are vertically through concrete prefabricated Ground 50 is fixed in block, the bottom of concrete precast block by vertical embedded ribs 100, and the top of concrete precast block passes through vertical Embedded ribs 100 are fixedly connected with pillar construction 30.
In the present embodiment, it is the position of fixed the utility model assembling type enclosing shield, is carrying out what pavement concrete poured Meanwhile according to design enclosing column space requirement, column bases 10 are together poured with road surface.Column bases 10 it is a height of 500mm, long 400mm, wide 400mm, the bottom of the vertical embedded ribs 100 of column bases 10 anchor into road surface, so as to by column bases 10 fixations and road surface.The top of vertical embedded ribs 100 facilitates subsequent fixed pillar construction 30.
First docking section 11 of the side end of column bases 10 is groove, the second docking section 21 being adapted therewith be with it is recessed The projection that groove is mutually engaged, projection, which plugs to be fixed in groove, forms Detachable connection structure.In practice of construction, column bases 10 It is arranged at intervals, is used to connect so as to the relative both sides of column bases 10, in the present embodiment, the first of column bases 10 Side end is provided with groove, and second side end relative with the first side end of column bases 10 is provided with projection, so as to phase Adjacent groove is connected.
Refering to Fig. 5, it is shown that the front view of the baffle plate pedestal of the utility model assembling type enclosing shield.Refering to Fig. 6, it is shown that this The side view of the baffle plate pedestal of utility model assembling type enclosing shield.Refering to Fig. 7, it is shown that the decomposing schematic representation of part A in Fig. 2.Knot Close shown in Fig. 1 to Fig. 7, baffle plate pedestal 20 includes multiple baffle plate base units 200 mutually spliced, can strengthen the utility model The stability and anticollision intensity of assembling type enclosing shield.
Two neighboring baffle plate base unit 200 has detachably been spliced to form ribbet 201.Ribbet refers to adjacent two pieces Cement Concrete Pavement Slab, the tongue-and-groove kiss of the middle tenon of side plate and adjacent plate edges of boards are connect to transmit the seam of load.
Baffle plate base unit 200 is the prefabricated block structure poured using armored concrete.In the present embodiment, baffle plate A length of 1900mm of base unit 200, wide 400mm, high 500mm.Poured using concrete prefabricated, vertical muscle and hoop are placed in basis Muscle.Specifically, baffle plate base unit 200 includes the first rectangular parallelepiped structure positioned at top, the second cuboid knot positioned at bottom Structure and the terrace with edge structure being connected between the first rectangular parallelepiped structure and the second rectangular parallelepiped structure, the second rectangular parallelepiped structure floor space More than the floor space of the first rectangular parallelepiped structure.
The bottom of baffle plate base unit 200 offers discharge outlet 202, so as to after building and to form assembling type enclosing shield, construction Ponding inside scene can discharge to the periphery from discharge outlet 202, prevent clogging.
Refering to Fig. 8, it is shown that set the top view of the first installed part on the baffle plate pedestal of the utility model assembling type enclosing shield.Knot Close shown in Fig. 1 to Fig. 8, the bottom of baffle plate pedestal 20 is removably fixed with what is be adapted with baffle arrangement 40 by the first bolt 22 First installed part 23, the first installed part 23 are provided with the first groove being adapted with baffle arrangement 40, so as in installation baffle arrangement When 40, the bottom corresponding inserted of baffle arrangement 40 is fixed in the first groove.Need to be had enough to meet the need or repaired to replace in baffle plate During changing, directly baffle arrangement 40 can be taken out from the first installed part 23, and by the first installed part 23 from baffle plate pedestal Disassembled on 20, it is simple to operate.
Refering to Fig. 9, it is shown that the schematic diagram of the utility model assembling type enclosing shield column bases and pillar construction.With reference to Fig. 1 Shown in Fig. 9, pillar construction 30 includes:Skeleton structure 31 and overcoat, wherein skeleton structure 31 are welded by angle steel, protection Layer is coated in skeleton structure 31.The top of the vertical embedded ribs 100 of skeleton structure 31 and column bases 10 is welded to connect, so as to Pillar construction 30 is arranged on column bases 10.
Likewise, for the sidepiece of baffle arrangement 40 is fixed, the second installed part is detachably solid by the second bolt The side of pillar construction 30 is scheduled on, the second installed part is provided with the second groove being adapted with baffle arrangement, the second groove and baffle plate Structure 40 is adapted, and the side corresponding inserted of baffle arrangement 40 is fixed in the second groove.In the present embodiment, the first installed part 23 and second installed part be that section is U-shaped channel-section steel.
Baffle arrangement 40 includes polylith battenboard, in the present embodiment, using 6 pieces of folders between two neighboring pillar construction 30 Core plate filling connection.A height of 1960mm of every piece of battenboard, wide 950mm or 980mm.To improve the stability of battenboard, in Between adjacent two pieces of battenboards at be in reinforcement connection with shaped steel.
The utility model assembling type enclosing shield has the beneficial effect that:
The utility model assembling type enclosing shield is by the way that column bases, baffle plate pedestal, pillar construction and baffle arrangement are carried one by one Before process, at the construction field (site) removably splicing be fixed together to form assembling type enclosing shield, improve efficiency of construction, this practicality New is easy for installation, is detachably used in turn, can will as the utility model assembling type enclosing shield is locally destroyed during use The prefabricated components of damage are removed, and replacing new prefabricated components can repair.Quality is easy to control, without pouring coagulation at the scene Soil, efficiency of construction is high, uses manpower and material resources sparingly.Civilized construction standard is higher, short construction period, is not required to be welded at the scene, applies The material and human resources needed between duration is less, is easy to organizing construction.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality New restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.

Claims (9)

  1. A kind of 1. assembling type enclosing shield, it is characterised in that including:
    Spaced column bases, the side end of the column bases is formed with the first docking section;
    Baffle plate pedestal, side end pass through formed with the second docking section being adapted with first docking section, the baffle plate pedestal Second docking section is detachably spliced between two neighboring column bases, and the bottom of the baffle plate pedestal is provided with multiple drainings Mouthful;
    Pillar construction, the corresponding top for being erected on the column bases;And
    Baffle arrangement, correspond to the top for being erected on the baffle plate pedestal and be connected between two neighboring pillar construction.
  2. 2. assembling type enclosing shield as claimed in claim 1, it is characterised in that first docking section is groove, described second pair Socket part is the projection being mutually engaged with the groove, and the projection, which plugs, to be fixed in the groove.
  3. 3. assembling type enclosing shield as claimed in claim 1, it is characterised in that the bottom of the baffle plate pedestal can by the first bolt Dismounting is fixed with the first installed part, and first installed part is provided with the first groove being adapted with the baffle arrangement, the gear The bottom corresponding inserted of harden structure is fixed in first groove.
  4. 4. assembling type enclosing shield as claimed in claim 3, it is characterised in that the side of the pillar construction can by the second bolt Dismounting is fixed with the second installed part, and second installed part is provided with the second groove being adapted with the baffle arrangement, the gear The side corresponding inserted of harden structure is fixed in second groove.
  5. 5. assembling type enclosing shield as claimed in claim 4, it is characterised in that first installed part and second installed part are equal It is U-shaped channel-section steel for section.
  6. 6. assembling type enclosing shield as claimed in claim 1, it is characterised in that the column bases are mixed provided with vertical embedded ribs Native prefabricated section is coagulated, the vertical embedded ribs vertically lead to through the concrete precast block, the bottom of the concrete precast block Cross the vertical embedded ribs and be fixed on ground, the top of the concrete precast block passes through the vertical embedded ribs and the column Structure is fixedly connected.
  7. 7. assembling type enclosing shield as claimed in claim 1, it is characterised in that the baffle plate pedestal includes multiple gears mutually spliced Plate base unit, the two neighboring baffle plate base unit are detachably spliced to form ribbet.
  8. 8. assembling type enclosing shield as claimed in claim 7, it is characterised in that the baffle plate base unit includes the positioned at top One rectangular parallelepiped structure, the second rectangular parallelepiped structure positioned at bottom and it is connected to first rectangular parallelepiped structure and the second cuboid Terrace with edge structure between structure, the second rectangular parallelepiped structure floor space are more than the floor space of first rectangular parallelepiped structure.
  9. 9. assembling type enclosing shield as claimed in claim 1, it is characterised in that the pillar construction includes:
    The skeleton structure that angle steel is welded;And
    It is coated on the overcoat of the skeleton structure.
CN201720439246.8U 2017-04-25 2017-04-25 Assembling type enclosing shield Expired - Fee Related CN207144641U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720439246.8U CN207144641U (en) 2017-04-25 2017-04-25 Assembling type enclosing shield

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720439246.8U CN207144641U (en) 2017-04-25 2017-04-25 Assembling type enclosing shield

Publications (1)

Publication Number Publication Date
CN207144641U true CN207144641U (en) 2018-03-27

Family

ID=61659136

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720439246.8U Expired - Fee Related CN207144641U (en) 2017-04-25 2017-04-25 Assembling type enclosing shield

Country Status (1)

Country Link
CN (1) CN207144641U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108612406A (en) * 2018-05-15 2018-10-02 中建钢构有限公司 Assembling type enclosing shield
CN111519977A (en) * 2020-05-25 2020-08-11 广东启源建筑工程设计院有限公司 Prefabricated enclosure of assembled

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108612406A (en) * 2018-05-15 2018-10-02 中建钢构有限公司 Assembling type enclosing shield
CN111519977A (en) * 2020-05-25 2020-08-11 广东启源建筑工程设计院有限公司 Prefabricated enclosure of assembled

Similar Documents

Publication Publication Date Title
CN108505805B (en) Large cast-in-situ water pool with expansion reinforcing belt for crack control and construction method thereof
CN111734031B (en) Fast-assembling and fast-disassembling formwork system of building multi-ribbed structure and construction process thereof
CN206428551U (en) A kind of repeatable assembled engagement temporary pavement plate utilized of monoblock type
CN106592426A (en) Prefabricated template system for transverse pre-stress overall width reinforced concrete bridge deck and construction method
CN104532985B (en) Shear wall cast with tenon-and-mortise precast concrete blocks replacing formworks and construction method thereof
CN209144600U (en) A kind of Prefabricated road plate and temporary road
CN106284106A (en) A kind of double curvature arch bridge arch compound sleeve arch reinforcement means
CN107476470A (en) Steel pipe built in assembled and GFRP pipe regeneration concrete compound shear walls and its construction method
CN103696359A (en) Prefabricated and cast-in-place bridge pier structure and construction method
CN104153508A (en) Floor construction structure and method
CN207144641U (en) Assembling type enclosing shield
CN104295003A (en) Structural column construction method
CN107191006B (en) Dismantling and repairing method for refractory concrete layer of diversion trench
CN104594633B (en) The construction method and its formwork structure of umbrella shape space curved surface clear-water concrete
CN105201204B (en) A kind of method and structure of rotten when preventing pouring reinforcement concrete column suspension column
CN206052778U (en) A kind of steel and Combined concrete piping lane
CN109881702A (en) Tower crane and its construction method
CN110984692B (en) Do benefit to enclosure stand of construction
CN110984691B (en) Construction method of enclosure upright post
CN101929245A (en) Thin webbed girder vertical construction method
CN210597794U (en) Connecting device of prefabricated plate
CN205369286U (en) Prefabricated isolated footing mould
CN205325942U (en) Piping lane box culvert pouring mold
CN201908244U (en) Massive road precast slab
CN104453235B (en) Current conversion station fire wall construction technology

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180327