CN208578048U - Without the horizontal supporting apparatus of confined boundary member - Google Patents

Without the horizontal supporting apparatus of confined boundary member Download PDF

Info

Publication number
CN208578048U
CN208578048U CN201821108780.1U CN201821108780U CN208578048U CN 208578048 U CN208578048 U CN 208578048U CN 201821108780 U CN201821108780 U CN 201821108780U CN 208578048 U CN208578048 U CN 208578048U
Authority
CN
China
Prior art keywords
support device
horizontal
device ontology
supporting apparatus
pedestal
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
CN201821108780.1U
Other languages
Chinese (zh)
Inventor
殷华富
张举奎
刘俊成
许开金
田昌凤
王智超
文云坤
冠聪
仇智斌
子丽天
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.)
Yunnan Construction and Investment Holding Group Co Ltd
Original Assignee
Yunnan Construction and Investment Holding 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 Yunnan Construction and Investment Holding Group Co Ltd filed Critical Yunnan Construction and Investment Holding Group Co Ltd
Priority to CN201821108780.1U priority Critical patent/CN208578048U/en
Application granted granted Critical
Publication of CN208578048U publication Critical patent/CN208578048U/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 discloses the horizontal supporting apparatus of no confined boundary member, including horizontal support device ontology, it is fully welded pedestal in one end of horizontal support device ontology, pedestal is equipped with multiple fixation holes, connector is equipped in fixation hole, connector passes through fixation hole and connect with the soil body;It is symmetrically arranged with locating part in the other end two sides of horizontal support device ontology, locating part is connected with the outer wall of horizontal support device ontology;It is additionally provided with support plate on horizontal support device ontology, is equipped with anchoring piece on the supporting plate, anchoring piece is connected with support plate.Construction is gathered materials on the spot, easy to operate.Assembling and disassembling is convenient, intensity is high, corrosion-resistant, simultaneously, since the device is special designing, it is not general with other falseworks, therefore, the risk after worker arbitrarily removes for floor compared with near-end position is eliminated, ensure that the reliability in the personal safety and construction in work progress, the displacement of operative constraint entirety plate face horizontal direction.

Description

Without the horizontal supporting apparatus of confined boundary member
Technical field
The utility model relates to a kind of devices, relate particularly to the horizontal supporting apparatus of no confined boundary member, belong to In technical field of building construction.
Background technique
In general, when architectural engineering pit is combined along inverse work and constructed, due to being influenced by objective condition, can often exist suitable Make construction part edge member since structure is imperfect in the presence of no constraint, but due to structural stability requirement, needs in no constraint Edge increases support, in the construction process, easily causes part armored concrete horizontal member not penetrate through integrally, then component is being applied During work and component integrally penetrate through before can not carry out preferably completing construction working, simultaneously because the beam slab overhanging vertical lotus in end It carries and is supported without fixed, before the non-complete closure of structure, the displacement of steel member bound level direction need to be borrowed and undertake vertical load.But This traditional steel pipe support sets up time-consuming, operating difficulties, frame body quality is not easy to guarantee, easily causes security risk.
Therefore, a kind of functional reliability is developed by force and the highly-safe no horizontal supporting apparatus of confined boundary member It is to solve above-mentioned technical problem.
Summary of the invention
For many shortcomings and deficiencies present in above-mentioned background technique, the utility model is improved and has been created to this Newly, and it is an object of the present invention to provide it is whole to reach constraint without the horizontal supporting apparatus of confined boundary member when a kind of basis is along adverse construction method The purpose of body horizontal displacement.
Another goal of the invention of the utility model is that by Cantilever Beams vertical load steel structure support can be with the dress It sets and is welded.
In order to solve the above problem and reach above-mentioned goal of the invention, the utility model is without the horizontal interim branch of confined boundary member Support arrangement is realized by using following design structure and using following technical solution:
Improvement as the utility model without the horizontal supporting apparatus of confined boundary member, the support device include level Support device ontology (1) has been fully welded pedestal (2) in one end of horizontal support device ontology (1), and pedestal (2) is equipped with multiple solid Determine hole (3), be equipped with connector (4) in fixation hole (3), connector (4) passes through fixation hole (3) and connect with the soil body (5);In level The other end two sides of support device ontology (1) are symmetrically arranged with locating part (6), locating part (6) and horizontal support device ontology (1) Web is connected;It is additionally provided with support plate (7) on horizontal support device ontology (1), is equipped with anchoring piece (8) on support plate (7), anchor Firmware (8) is connected with support plate (7).
The improvement above-mentioned as the utility model, No. 20 I-shapeds of the horizontal support device ontology (1) generally steel Steel;The steel plate-like body member of pedestal (2) the generally 10mm thickness sets the fixation there are four diameter 22mm on pedestal (2) Hole (3), four fixation holes (3) are respectively arranged at the four corners of pedestal (2).
The further improvement above-mentioned as the utility model, the fixation hole (3) are circular hole;The connector (4) is straight The length of the reinforcing bar or screw rod of diameter 20mm, the screw rod is more than or equal to 100cm.
The further improvement above-mentioned as the utility model, the total quantity of the locating part (6) are eight, eight limits The left and right sides of part (6) and horizontal support device ontology (1) is welded to connect, and the spacing between two adjacent locating parts (6) For 100mm;The locating part (6) is a length of 80mm, and diameter is the socket cap peg of 19mm.
The further improvement above-mentioned as the utility model, the steel plate of support plate (7) the generally 10mm thickness The middle part of body component, the plate-like body member is connect with the outer wall of horizontal support device ontology (1) by cushion block.
The again further improvement above-mentioned as the utility model, " zigzag shape " of the anchoring piece (8) generally steel Structure, the one end and support plate (7) for being somebody's turn to do the anchoring piece (8) of " zigzag shape " structure are welded to connect.
As still further improving for the utility model, the anchoring piece (8) is reinforcing bar, and the diameter of the reinforcing bar is 18mm.
Also more further again as the utility model is improved, horizontal support device ontology (1) and pedestal (2) with And connector (4) is exposed at the outer surface of part in air and sprays antirust coat or with coloured coating.
Also more further again as the utility model is improved, and the coloured coating of band is yellow paint, The antirust coat includes epoxy zinc rich primer and chlorinated rubber finish.
Utility model has the following beneficial effects compared with the prior art: by using I-steel, steel plate, reinforcing bar and The high-intensitive support device that other auxiliary materials are process, realizes that structure is simple, manufacture is simple, has assembling and disassembling side Just, intensity is high, support is reliable, corrosion-resistant, simultaneously as the device is special designing, it is not general with other falseworks, because This, eliminates the risk after worker arbitrarily removes for floor compared with near-end position.
Detailed description of the invention
Specific embodiment of the present utility model is described in further detail with reference to the accompanying drawing, in which:
Fig. 1 is one of overall structure diagram of the utility model;
Fig. 2 is the two of the overall structure diagram of the utility model;
Fig. 3 is the use state of the utility model with reference to one of figure;
Fig. 4 is the use state of the utility model with reference to the two of figure;
Fig. 5 is the use state of the utility model with reference to the three of figure;
Wherein, figure label: 1-horizontal support device ontology;
2-pedestals;
3-fixation holes;
4-connectors;
5-the soil bodys;
6-locating parts;
7-support plates;
8-anchoring pieces;
9-beam steels;
10-template die plates.
Specific embodiment
In order to make technological means of the utility model, create feature, reach purpose and effect is easy to understand, under Further detailed description is made to the technical solution of the utility model in conjunction with attached drawing and specific embodiment in face.
Without the horizontal supporting apparatus of confined boundary member, the support as shown in Figure of description 1 to Figure of description 5 Device includes horizontal support device ontology 1, has been fully welded pedestal 2 in one end of horizontal support device ontology 1, pedestal 2 is equipped with more A fixation hole 3, fixation hole 3 is interior to be equipped with connector 4, and connector 4 passes through fixation hole 3 and connect with the soil body 5;In horizontal support device sheet The other end two sides of body 1 are symmetrically arranged with locating part 6, and locating part 6 is connected with the web of horizontal support device ontology 1;It is propped up in level It is additionally provided with support plate 7 on support arrangement ontology 1, anchoring piece 8 is equipped in support plate 7, anchoring piece 8 is connected with support plate 7.
Further, No. 20 I-steel of the generally steel of horizontal support device ontology 1;The generally 10mm thickness of pedestal 2 Steel plate-like body member, sets the fixation hole 3 there are four diameter 22mm on pedestal 2, and four fixation holes 3 are respectively arranged at pedestal 2 Four corners.
Further, fixation hole 3 is circular hole;Connector 4 is the reinforcing bar or screw rod of diameter 20mm, and the length of the screw rod is greater than Or it is equal to 100cm.
Further, the total quantity of locating part 6 is eight, the left and right of eight locating parts 6 and horizontal support device ontology 1 Two sides are welded to connect, and the spacing between two adjacent locating parts 6 is 100mm;The locating part 6 is a length of 80mm, and diameter is The socket cap peg of 19mm.
Further, the steel plate-like body member of the generally 10mm of support plate 7 thickness, the middle part of the plate-like body member and level The outer wall of support device ontology 1 is connected by cushion block.
Further, " zigzag shape " structure of the generally steel of anchoring piece 8 is somebody's turn to do the one of the anchoring piece 8 of " zigzag shape " structure End is welded to connect with support plate 7.
Specifically, anchoring piece 8 is reinforcing bar, the diameter of the reinforcing bar is 18mm.
Further, the outer surface of part in air is exposed in horizontal support device ontology 1 and pedestal 2 and connector 4 Spray antirust coat or with coloured coating.
Specifically, being yellow paint with coloured coating, antirust coat includes epoxy zinc rich primer and chlorinated rubber finish.
In conclusion more specifically embodiment is the utility model:
Above-mentioned design structure without the horizontal supporting apparatus of confined boundary member before carrying out use, need it The support device through completing is installed as spare.
Concrete operations install and using steps:
Step 1 presses the hole of pedestal 2 according to floor elevation location determining device installation site on the foundation pit side-wall soil body Hole spacing squeezes into connector 4, and by device one end and 2 firm welding of pedestal, pedestal 2 has been welded in the present apparatus;
Step 2, aligned with lower need to install upright bar position and place support plate 7, which welds jail with anchoring piece 8 Gu the device other end is placed in support plate 7 using cushion block, and device is adjusted to level;It is put into while apparatus for placing Beam main tendon and set beam stirrup;
Step 3 after the completion of the installation binding of floor beam reinforced steel bar, determines that beam slab concrete pouring construction seam stays and sets position, Separation template is installed herein;
Step 4, casting concrete simultaneously conserve, and after the completion of under ground portion cushion cap, column, wall construction, the present apparatus are exposed at mixed Solidifying soil exterior portion is removed;When dismounting, part 4 is connected first and is taken out out of fixation hole 3, it later will by cutter device It is exposed at concrete exterior portion and is cut off, and it is smooth finally to carry out plastering reparation.
Step 5 installs this layer of side bar, template die plate, last assembling reinforcement, casting concrete.
The utility model has the advantage, that in a specific embodiment
By using the high-intensitive support device that I-steel, steel plate, reinforcing bar and other auxiliary materials are process, realize Structure is simple, manufacture is simple, has assembling and disassembling conveniently, and intensity is high, support is reliable, corrosion-resistant, simultaneously as the device is spy Different design, it is not general with other falseworks, therefore, the risk after worker arbitrarily removes for floor compared with near-end position is eliminated, is protected The reliability in the personal safety and construction in work progress, the displacement of operative constraint entirety plate face horizontal direction are demonstrate,proved.
Finally, it should be noted that above in conjunction with the embodiments with attached drawing to design of the invention, specific structure and generation Technical effect be clearly and completely described, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described Embodiment be a part of the embodiments of the present invention, rather than whole embodiments, based on the embodiment of the present invention, this field Technical staff's other embodiments obtained without creative efforts, belong to the scope of protection of the invention. In addition, all connections being previously mentioned in text, connection relationship, not singly refer to that component directly connects, and referring to can be according to specific implementation Situation, by adding or reducing couple auxiliary, Lai Zucheng more preferably coupling structure.Each technical characteristic in the invention, It can be with combination of interactions under the premise of not conflicting conflict.

Claims (9)

1. without the horizontal supporting apparatus of confined boundary member, it is characterised in that: the support device includes horizontal support device sheet Body (1) has been fully welded pedestal (2) in one end of horizontal support device ontology (1), and pedestal (2) is equipped with multiple fixation holes (3), Gu Determine to be equipped with connector (4) in hole (3), connector (4) passes through fixation hole (3) and connect with the soil body (5);In horizontal support device ontology (1) other end two sides are symmetrically arranged with locating part (6), and locating part (6) is connected with the web of horizontal support device ontology (1);? It is additionally provided with support plate (7) on horizontal support device ontology (1), is equipped with anchoring piece (8) on support plate (7), anchoring piece (8) and branch Fagging (7) is connected.
2. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: the horizontal branch No. 20 I-steel of support arrangement ontology (1) generally steel;The steel plate-like body member of pedestal (2) the generally 10mm thickness, The fixation hole (3) there are four diameter 22mm is set on pedestal (2), four fixation holes (3) are respectively arranged at the quadrangle of pedestal (2) Place.
3. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: the fixation hole It (3) is circular hole;The connector (4) is the reinforcing bar or screw rod of diameter 20mm, and the length of the screw rod is more than or equal to 100cm.
4. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: the locating part (6) total quantity is eight, and the left and right sides of eight locating parts (6) and horizontal support device ontology (1) is welded to connect, and adjacent Two locating parts (6) between spacing be 100mm;The locating part (6) is a length of 80mm, and diameter is the socket cap bolt of 19mm Nail.
5. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: the support plate (7) the steel plate-like body member of generally 10mm thickness, the middle part of the plate-like body member and the outer wall of horizontal support device ontology (1) It is connected by cushion block.
6. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: the anchoring piece (8) generally " zigzag shape " structure of steel, the one end and support plate (7) welding for being somebody's turn to do the anchoring piece (8) of " zigzag shape " structure connect It connects.
7. the horizontal supporting apparatus of no confined boundary member according to claim 6, it is characterised in that: the anchoring piece It (8) is reinforcing bar, the diameter of the reinforcing bar is 18mm.
8. the horizontal supporting apparatus of no confined boundary member according to claim 1, it is characterised in that: horizontally-supported The outer surface that device noumenon (1) and pedestal (2) and connector (4) are exposed at part in air sprays antirust coat or with face The coating of color.
9. the horizontal supporting apparatus of no confined boundary member according to claim 8, it is characterised in that: described to have face The coating of color is yellow paint, and the antirust coat includes epoxy zinc rich primer and chlorinated rubber finish.
CN201821108780.1U 2018-07-12 2018-07-12 Without the horizontal supporting apparatus of confined boundary member Expired - Fee Related CN208578048U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821108780.1U CN208578048U (en) 2018-07-12 2018-07-12 Without the horizontal supporting apparatus of confined boundary member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821108780.1U CN208578048U (en) 2018-07-12 2018-07-12 Without the horizontal supporting apparatus of confined boundary member

Publications (1)

Publication Number Publication Date
CN208578048U true CN208578048U (en) 2019-03-05

Family

ID=65510277

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821108780.1U Expired - Fee Related CN208578048U (en) 2018-07-12 2018-07-12 Without the horizontal supporting apparatus of confined boundary member

Country Status (1)

Country Link
CN (1) CN208578048U (en)

Similar Documents

Publication Publication Date Title
CN104141383B (en) A kind of Bailey beam pendent form support system and construction thereof
CN105756356B (en) A kind of steel pipe column casing mounting and adjusting alignment methods
CN102444203A (en) High-altitude long-span overhanging corridor type reinforced concrete structure and construction method
CN203947771U (en) A kind of Bailey beam pendent form support system
CN209799969U (en) A integrally lift up cantilever formwork device for quick construction shaft lining cutting
CN105649348A (en) Method for hosting and mounting steel tube column casings
CN108756441A (en) A kind of hydraulic lifting flipped device and its hanging method for reducing tower
CN105756348A (en) Concrete pouring construction method in steel pipe column of core cylinder beam column
CN109869153B (en) Integral lifting cantilever formwork device for rapidly constructing shaft lining and construction method
CN109881587B (en) Integral installation method of main tower upper cross beam support in strong wind environment
CN105735474A (en) Single-layer steel pipe column construction method for core tube beam column
CN110821159A (en) Steel-structure large-span adjustable floor support plate supporting structure and construction method thereof
CN105798491A (en) Welding construction method for steel pipe column casings of steel pipe column
CN105604197A (en) Steel pipe column barrel structure of beam column
CN105735638A (en) Machining method of arc-shaped mold for bracket casting and bracket casting method of arc-shaped mold
CN105649335A (en) Construction method for core tube beam column structure of super high-rise building
CN111851987B (en) Construction method of attached short-limb I-shaped steel basket pull rod pull-knot type cantilever frame
CN206784915U (en) A kind of new steel structure suspension type flooring gang form
CN208578048U (en) Without the horizontal supporting apparatus of confined boundary member
CN202247907U (en) Supporting structure of urban track traffic super-large section cut-and-cover section tunnel
CN102425115B (en) Control method for actively overcoming dead weight and line shape of vice cable saddle buttress concrete
CN104878926B (en) One kind hangs template system construction method and can have enough to meet the need rest
CN105275198B (en) A kind of shear-wall strengthening formwork structure and its construction method
CN205531363U (en) Auxiliary device pours in core section of thick bamboo beam column steel -pipe column
CN205531405U (en) Steel pipe column casing handling alignment adjustment auxiliary structure

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: 20190305

Termination date: 20210712