CN209509495U - High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form - Google Patents

High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form Download PDF

Info

Publication number
CN209509495U
CN209509495U CN201822113114.3U CN201822113114U CN209509495U CN 209509495 U CN209509495 U CN 209509495U CN 201822113114 U CN201822113114 U CN 201822113114U CN 209509495 U CN209509495 U CN 209509495U
Authority
CN
China
Prior art keywords
arc panel
clear
rib
diameter circular
water concrete
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
CN201822113114.3U
Other languages
Chinese (zh)
Inventor
宋宁
祁晓强
宋波
刘兵
刘万喜
王凯
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.)
BEIJING JIANGONG GROUP Co Ltd
Beijing No5 Construction Engineering Group Co Ltd
Original Assignee
BEIJING JIANGONG GROUP Co Ltd
Beijing No5 Construction Engineering 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 BEIJING JIANGONG GROUP Co Ltd, Beijing No5 Construction Engineering Group Co Ltd filed Critical BEIJING JIANGONG GROUP Co Ltd
Priority to CN201822113114.3U priority Critical patent/CN209509495U/en
Application granted granted Critical
Publication of CN209509495U publication Critical patent/CN209509495U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model relates to a kind of high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel forms, it is related to Architectural Equipment field, it includes two pieces of arc panels being vertically arranged, the both ends of the arc panel are extended with support chip along the outside horizontal radiation of single plane respectively, the interface of the arc panel is extended with connecting plate to external radiation, two pieces of arc panels connect composition cylindrical shape by connecting plate, the outer surface of the arc panel is equipped with several vertical and horizontal staggered floors, and hoop is equipped with several steel plate strip anchor ears on the outer surface of arc panel.The utility model, which has, facilitates construction, improves the effect of installation effectiveness.

Description

High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form
Technical field
The utility model relates to the technical fields of Architectural Equipment, clear more particularly, to a kind of high-altitude large-diameter circular steel pipe outsourcing Water coagulation soil lightweight steel form.
Background technique
When constructing at present to high-altitude large-diameter circular steel pipe outsourcing thin-walled Fair-Faced Concrete Column, need first outside concrete Side supporting module, existing template generally uses common wooden template, and common plank sheathing radius size is big, to be not easy to pacify Dress, and plank sheathing material is light and soft, is easily deformed, to bring difficulty to construction reinforcement process;Plank sheathing construction simultaneously can only make With primary, it is used for multiple times and is easy to crack in interface, therefore can sometimes select steel form, and conventional steel form is from great, mould Plate installation is needed using hanging devices such as truck crane, chain slings, is controlled to realize to the verticality, flatness and position of template System.
And across cannot be lifted using tower crane in construction in empty floor, and the lifting means such as jack, electric block are to applying Work scene must be provided with upper end hold-down support, thus execution conditions are harsher, and difficulty of construction is big, while hang down in adjustment template It straight degree, flatness, position control and accelerates construction progress extremely difficult, is not easy to construct.
Utility model content
The purpose of the utility model is to provide a kind of high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form, energy Enough facilitate construction, improves installation effectiveness.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form, the arc being vertically arranged including several pieces Plate, the arc panel are slim steel;The interface of the arc panel is extended with connecting plate to external radiation, and the arc panel passes through Connecting plate connection composition is cylindric;The outer surface of the arc panel is equipped with several vertical and horizontal staggered aluminium sides and leads to rib, and arc panel Outer surface on hoop be equipped with several steel plate strip anchor ears.
By using above-mentioned technical proposal, several pieces of arc panels are first spliced into cylindric template, then pass through connecting plate It is connected and fixed, then arc panel hoop is closed by steel plate strip anchor ear, arc panel is avoided to separate during the work time;Then to Concrete perfusion in template completes the perfusion to high-altitude large-diameter circular steel pipe;Wherein, light material alleviates the weight of arc panel, It is convenient that arc panel is dismounted and transported, improve disassembly efficiency.
The utility model is further arranged to: it includes that the first aluminium side being vertically arranged leads to rib, Yi Jishui that the aluminium side, which leads to rib, Second aluminium side of flat setting leads to rib, and it is mutually chimeric with the logical rib in the first aluminium side that the second aluminium side leads to rib.
By using above-mentioned technical proposal, vertical and horizontal staggered aluminium side leads to rib and enhances the support strength of arc panel.
The utility model is further arranged to: the steel plate strip anchor ear is by a whole steel plate strap at the steel plate strip is embraced The both ends of hoop, which are set, is respectively equipped with connector, and the both ends of the steel plate strip anchor ear are bolted by connector.
By using above-mentioned technical proposal, steel plate strip anchor ear makes the even closer of two pieces of arc panel connections, increases arc The support strength of plate, at the same steel plate strip anchor ear by a whole steel plate strap at being capable of easy disassembly.
The utility model is further arranged to: the bottom end of the arc panel is extended with branch along the outside horizontal radiation of single plane Blade.
By using above-mentioned technical proposal, the concrete that support chip can be avoided perfusion is overflowed from the bottom of arc panel.
The utility model is further arranged to: the region that two pieces of aluminium sides lead between rib is equipped with supporting block, the support Block is equipped with the buckle for being clamped steel plate strip anchor ear.
By using above-mentioned technical proposal, steel plate strip anchor ear is fastened in buckle, so that steel plate strip anchor ear be avoided to pacify Run-off the straight when dress, reduces security risk, improves installation effectiveness.
The utility model is further arranged to: cooperation buckle offers limiting slot in the supporting block, the limiting slot Notch and aluminium side lead to the outwardly extending end of rib and are in same plane, and the bullet being connected with buckle is equipped in the limiting slot Spring.
By using above-mentioned technical proposal, after steel plate strip anchor ear is connected in buckle, steel plate strip anchor ear is adjusted, steel plate is made Band anchor ear holds two pieces of arc panels tightly, while spring stress is shunk, and drives buckle to limiting slot contract, realizes to steel plate strip The fixation of anchor ear.
The utility model is further arranged to: the both ends of the limiting slot are equipped with along vertical axial direction and are used for fixed card buckle Limit hole, the limit hole that is clasped offers pin hole, described to snap through one while being arranged in pin hole and limit The rod piece in hole is fixed in limiting slot.
By using above-mentioned technical proposal, after steel plate strip anchor ear is removed from buckle, rod piece is arranged in bolt simultaneously Hole and limit hole are fixed on buckle in limiting slot, thus when avoiding removing arc panel buckle be collided and from arc panel On fall off.
The utility model is further arranged to: the buckle deviates from the C-shaped of arc panel in opening.
By using above-mentioned technical proposal, the buckle of C-shaped, which can facilitate, is defined steel plate strip anchor ear, improves installation Efficiency.
In conclusion the advantageous effects of the utility model are as follows:
1. mitigating template weight by the way that slim steel arc plate is arranged, being completed in work progress using manpower, no With lifting means, while recycling can be had enough to meet the need, save the duration, save the cost guarantees construction quality;
2. can increase the stability of arc panel by setting steel plate strip anchor ear, reduce security risk;
3. it is convenient that steel plate strip anchor ear is installed by setting supporting block and buckle, avoid steel plate strip anchor ear from installing When run-off the straight, improve installation quality.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the embodiments of the present invention one.
Fig. 2 is the enlarged diagram of bottom bracket.
Fig. 3 is the structural schematic diagram of the embodiments of the present invention two.
Fig. 4 is the structure sectional view of embodiment two.
Fig. 5 is structure partial enlarged drawing at the A of Fig. 4.
Appended drawing reference: 1, arc panel;11, connecting plate;12, top braces piece;13, bottom support chip;14, steel plate strip is embraced Hoop;15, aluminium side leads to rib;16, supporting block;161, limiting slot;162, it buckles;163, spring;164, limit hole;165, pin hole; 166, rod piece;2, base ring;21, bottom plate;22, the first mounting hole;23, installation part;3, bottom bracket;31, bar is abutted;311, the second peace Fill hole;312, angle is adjusted;313, regulating part;314, adjustment hole;32, splice bar;33, bar is assembled;331, assembly hole;332, it connects Part.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Embodiment one
It referring to Fig.1, is a kind of high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight punching block disclosed by the utility model Plate, including two pieces of arc panels being vertically arranged 1, arc panel 1 is slim steel;Two ends of arc panel 1 are outward extended with connection Plate 11, two pieces of arc panels 1 are bolted fixation by connecting plate 11, and splice the cylindric template of composition, cylindric template It is further fixed by several steel plate strip anchor ears 14;Steel plate strip anchor ear 14 by a whole steel plate strap at, and steel plate strip embrace The both ends of hoop 14 are respectively set there are two connector 141, and fixation is bolted in two connectors 141;The bottom of arc panel 1 Radiation is extended with bottom support chip 13 horizontally outward, and bottom support chip 13 increases the contact area of arc panel 1 Yu ground, thus Clear-water concrete is avoided to overflow from the bottom of arc panel 1;The outer surface of two pieces of arc panels 1 is equipped with several aluminium sides and leads to rib 15, aluminium The logical rib 15 in side includes being parallel to the first aluminium side of the vertical axis of arc panel 1 to lead to rib and lead to the of rib perpendicular to the first aluminium side Two aluminium sides lead to rib, and the second aluminium side leads to rib and the logical rib in the first aluminium side is chimeric mutually.
In the present embodiment, it referring to FIG. 1 and FIG. 2, is disclosed for convenience of adjustment template at a distance from ground for the utility model A kind of adjustable collet, including the circular base ring sealing plate 2 for putting template and be used to support the bottom of base ring sealing plate 2 Bracket 3, bottom bracket 3 include the abutting bar 31 abutted against with the bottom of base ring sealing plate 2 and with abut bar 31 both ends one at The splicing bar 32 of type, splicing bar 32 extends along the straight direction radially away from base ring sealing plate 2 of base ring sealing plate 2, and splices bar 32 Angle between extending direction and the extending direction for abutting 31 both ends of bar has less than 90 °, meanwhile, splicing bar 32 is to far from bottom plate 21 Direction be extended with assembling bar 33, assembling bar 33 two sides level offer assembly hole 331, two assembling bars 33 pass through connector 332 are fixedly connected, and abutting bar 31 and the position that base ring sealing plate 2 abuts against are angled small to the direction extension far from base ring sealing plate 2 In 90 ° of adjusting angle 312, adjusts and offer adjustment hole 314 vertically on angle 312, regulating part 313 is equipped in adjustment hole 314;Its In, it abuts bar 31 and assembling bar 33 is disposed as square pole, connector 332 is set as bolt.
Referring to Fig. 2, base ring sealing plate 2 is made of the splicing of bottom plate 21 of several arcs, and bottom plate 21 includes for putting arc panel 1 Outer ring plate 211 and inner ring plate 212 for abutting 1 inner surface of arc panel, inner ring plate 212 table is set on outer ring plate 211 Face, and be integrally formed with outer ring plate 211, and inner ring plate 212 is higher than outer ring plate 211, so that bottom plate 21 be made to form step-like, inner ring The diameter of plate 212 is less than the diameter of outer ring plate 211;Arc panel 1 is seated in the upper surface of outer ring plate 211, and with 212 phase of inner ring plate It abuts, to reduce the gap between template and base ring sealing plate 2.
The implementation principle of the present embodiment are as follows: bottom plate 21 is mounted on by installation part 23 and is abutted on bar 31, then passes through connection Part is fixedly connected two-by-two by bar 33 is assembled, so that abutting bar 31 be made to be spliced to form bottom bracket 3, while bottom plate 21 by splicing bar 32 It is spliced into base ring sealing plate 2, and adjusts regulating part 313 as needed, making bottom bracket 3 and ground, there are certain altitudes, then will Two block protection pieces form cylindrical shape by connecting plate 11, and are fixed by the progress obvolvent of steel plate strip anchor ear 14, then by round steel tubing string External wrapping concrete template is seated on the step of base ring sealing plate 2, then to concrete perfusion in screening glass, is completed to round steel tubing string Protection.
Embodiment two
The difference is that, referring to Fig. 3 and Fig. 4, the outside horizontal radiation in the top of arc panel 1 is extended with top with embodiment one Portion's support chip 12, top braces piece 12 can reduce concrete in template and splash from the edge on template top when concrete perfusion Out, charging efficiency is improved.
Referring to Fig. 3 and Fig. 5, the region that two pieces of aluminium sides lead between rib 15 is equipped with several branch for being used to support steel plate strip anchor ear 14 Bracer 16, limiting slot 161 is offered in supporting block 16, and the end that the notch of limiting slot 161 and aluminium side lead to rib 15 is in same Plane;Spring 163 is equipped in limiting slot 161, spring 163 is connected with the buckle 162 for being clamped steel plate strip anchor ear 14, buckles 162 deviate from the U-shaped of arc panel 1 in opening, so that convenient be defined steel plate strip anchor ear 14, improve installation effectiveness;Limit The both ends of slot 161 offer the limit hole 164 for fixed card buckle 162,162 cooperation limit hole of buckle along vertical axial direction 164 offer pin hole 165, and buckle 162 is arranged in pin hole 165 simultaneously by one and the rod piece of limit hole 164 (is not marked in figure It is fixed in limiting slot 161 out);Wherein, rod piece is set as bolt.
When installation, first steel plate strip anchor ear 14 is connected in buckle 162, steel plate strip anchor ear 14 is then adjusted, makes steel plate strip Anchor ear 14 holds two pieces of arc panels 1 tightly, while 163 forced contraction of spring, and drives buckle 162 to 161 contract of limiting slot, real Now to the fixation of steel plate strip anchor ear 14, to avoid the run-off the straight during installation of steel plate strip anchor ear 14, reduces security risk, mention High installation effectiveness;After use, after steel plate strip anchor ear 14 is removed from buckle 162, rod piece 166 is arranged in simultaneously slotting Pin hole 165 and limit hole 164 are fixed on buckle 162 in limiting slot 161, to avoid buckling 162 when removing arc panel 1 It is collided and falls off from arc panel 1.
The utility model mitigates template weight, uses manpower can in work progress by the way that slim steel arc plate is arranged To complete, do not have to lifting means, while recycling can be had enough to meet the need, save the duration, save the cost ensure that construction quality;Pass through Steel plate strip anchor ear is set, the stability of arc panel can be increased, reduce security risk;Pass through setting supporting block and buckle, side Just steel plate strip anchor ear is installed, avoids the run-off the straight during installation of steel plate strip anchor ear, improves installation quality;
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical Within novel protection scope.

Claims (8)

1. a kind of high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form, it is characterised in that: vertical including several pieces The arc panel (1) of setting, the arc panel (1) are slim steel;The interface of the arc panel (1) is extended with company to external radiation Fishplate bar (11), the arc panel (1) are cylindric by connecting plate (11) connection composition;The outer surface of the arc panel (1) is all provided with There are several vertical and horizontal staggered aluminium sides to lead to rib (15), and hoop is equipped with several steel plate strip anchor ears (14) on the outer surface of arc panel (1).
2. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 1, it is characterised in that: It includes that the first aluminium side for being vertically arranged leads to rib and horizontally disposed second aluminium side leads to rib that the aluminium side, which leads to rib (15), and described the It is mutually chimeric with the logical rib in the first aluminium side that two aluminium sides lead to rib.
3. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 1, it is characterised in that: The steel plate strip anchor ear (14) is by a whole steel plate strap at the both ends of the steel plate strip anchor ear (14), which are set, is respectively equipped with connector (141), the both ends of the steel plate strip anchor ear (14) are bolted by connector (141).
4. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 1, it is characterised in that: The bottom end of the arc panel (1) is extended with support chip along the outside horizontal radiation of single plane.
5. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 3, it is characterised in that: The region that two pieces of aluminium sides lead between rib (15) is equipped with supporting block (16), and the supporting block (16) is equipped with for being clamped steel plate Buckle (162) with anchor ear (14).
6. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 5, it is characterised in that: Cooperation buckle (162) offers limiting slot (161) on the supporting block (16), and the notch of the limiting slot (161) and aluminium side are logical Rib (15) outwardly extending end is in same plane, and the bullet being connected with buckle (162) is equipped in the limiting slot (161) Spring (163).
7. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 6, it is characterised in that: The both ends of the limiting slot (161) are equipped with the limit hole (164) for fixed card buckle (162), the card along vertical axial direction Button (162) cooperation limit hole (164) offers pin hole (165), and the buckle (162) is arranged in pin hole by one simultaneously (165) it is fixed in limiting slot (161) with the rod piece (166) of limit hole (164).
8. high-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form according to claim 7, it is characterised in that: The buckle (162) deviates from the U-shaped of arc panel (1) in opening.
CN201822113114.3U 2018-12-14 2018-12-14 High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form Expired - Fee Related CN209509495U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822113114.3U CN209509495U (en) 2018-12-14 2018-12-14 High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822113114.3U CN209509495U (en) 2018-12-14 2018-12-14 High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form

Publications (1)

Publication Number Publication Date
CN209509495U true CN209509495U (en) 2019-10-18

Family

ID=68195098

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822113114.3U Expired - Fee Related CN209509495U (en) 2018-12-14 2018-12-14 High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form

Country Status (1)

Country Link
CN (1) CN209509495U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006475A (en) * 2021-03-04 2021-06-22 西安建工第一建筑集团有限公司 A concrete form fixing device for building construction
CN113530222A (en) * 2021-07-23 2021-10-22 中建一局华江建设有限公司 Special-shaped column template
CN114718315A (en) * 2022-04-15 2022-07-08 中建一局集团第三建筑有限公司 Construction process for wrapping thin bare concrete outside ultrahigh steel pipe column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113006475A (en) * 2021-03-04 2021-06-22 西安建工第一建筑集团有限公司 A concrete form fixing device for building construction
CN113530222A (en) * 2021-07-23 2021-10-22 中建一局华江建设有限公司 Special-shaped column template
CN114718315A (en) * 2022-04-15 2022-07-08 中建一局集团第三建筑有限公司 Construction process for wrapping thin bare concrete outside ultrahigh steel pipe column

Similar Documents

Publication Publication Date Title
CN209509495U (en) High-altitude large-diameter circular steel pipe outsourcing clear-water concrete lightweight steel form
CN111042539A (en) Single-point support installation construction method for large-span steel structure truss
CN205907604U (en) Steel bridge segmental hoisting counterpoint fixing device
CN109236012B (en) Method for hoisting power transmission line T-shaped guyed tower
CN105780995A (en) Curved surface space pipe truss structure and mounting method thereof
CN208650540U (en) The fixed device of the adjustment of steel column butt joint installation
CN109372174A (en) Hood type ceiling system and its construction method for steel structure truss roof system
CN109702387B (en) Method for manufacturing steel structure of tower column lining of cable-stayed bridge
CN104120811B (en) A kind of metal decking unit curtain wall system
CN105401527B (en) Construction method for anchoring catwalk and catwalk anchoring device
CN202220434U (en) Aluminum-alloy building formwork component
CN205743048U (en) Correction positioner installed by a kind of curtain wall large-size column
CN209509494U (en) The adjustable collet of round steel tubing string external wrapping concrete template
CN210944613U (en) Tower crane attaches wall operation platform
CN111593898A (en) Adjustable turnover discharging platform and installation method
CN105239804A (en) Assembly and lift-erecting method of indirect air-cooling system stretching platforms
CN102392534B (en) Aluminum alloy building template assembly
CN210947661U (en) Installation device of socket type overhanging scaffold
CN211499704U (en) External protection frame for construction of centering assembly type shear wall structure
CN210685332U (en) Spraying device convenient to install on climbing frame
CN210780634U (en) Component for connecting photovoltaic module and cable structure
CN208251315U (en) A kind of quick assembled type steel house
CN216516801U (en) Lifting device for assembly of assembly type building
CN108797368A (en) The fast aligning method of steel case arch bridge anchor tube
CN219528364U (en) Climbing frame adhesion enhancing device

Legal Events

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

Granted publication date: 20191018

CF01 Termination of patent right due to non-payment of annual fee