CN108222501A - There is special rack device and its installation and application of climbing of skin concrete structure outer - Google Patents

There is special rack device and its installation and application of climbing of skin concrete structure outer Download PDF

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Publication number
CN108222501A
CN108222501A CN201810280850.XA CN201810280850A CN108222501A CN 108222501 A CN108222501 A CN 108222501A CN 201810280850 A CN201810280850 A CN 201810280850A CN 108222501 A CN108222501 A CN 108222501A
Authority
CN
China
Prior art keywords
bearing
hoisting frame
girder steel
concrete structure
rack device
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.)
Pending
Application number
CN201810280850.XA
Other languages
Chinese (zh)
Inventor
周嘉陵
鲍永芳
刘培
刘金兰
段鹏飞
侯晓涛
李建峰
周智平
刘本源
沈连登
邹建华
张飞杰
胡建军
钟闻
叶权军
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.)
Shenzhen Million Construction Technology Co Ltd
Aerospace Construction Group Shenzhen Co Ltd
China Construction Second Engineering Bureau Co Ltd Shenzhen Branch
Original Assignee
Shenzhen Million Construction Technology Co Ltd
Aerospace Construction Group Shenzhen Co Ltd
China Construction Second Engineering Bureau Co Ltd Shenzhen Branch
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 Shenzhen Million Construction Technology Co Ltd, Aerospace Construction Group Shenzhen Co Ltd, China Construction Second Engineering Bureau Co Ltd Shenzhen Branch filed Critical Shenzhen Million Construction Technology Co Ltd
Priority to CN201810280850.XA priority Critical patent/CN108222501A/en
Publication of CN108222501A publication Critical patent/CN108222501A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • E04G11/28Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete

Abstract

The present invention relates to one kind special rack device and its installation and application of climbing of skin concrete structure outer, the rack device that climbs includes bearing, girder steel stent, hoisting frame, guide rail, hydraulic system and exterior sheathing, finishing material is covered on the inside of exterior sheathing, hoisting frame is mounted on by girder steel stent on the outside of exterior wall;The inside of exterior wall is equipped with inner template;Bearing is embedded in inner side of outer wall, and girder steel stent is connected between bearing and hoisting frame, and one end of which is fixed on bearing, the other end passes through the door-window opening of building or professional hole, and is fixed on hoisting frame.In this way, after work is climbed in rack device completion of climbing, and upwards during transfer girder steel stent, it can be ensured that there is the integrality of skin concrete structure outer outer surface and be not destroyed;And after constructing, the bearing for being retained in inner side of outer wall surface requires to carry out finishing processing according to conventional design.

Description

There is special rack device and its installation and application of climbing of skin concrete structure outer
Technical field
The invention belongs to technical field of buildings more particularly to one kind have skin concrete structure outer it is special climb rack device and Its installation and application.
Background technology
Climbing frame is that one kind is attached on concrete structure, using hydraulic test, by building scaffold and template automatic lifting Construction equipment, be widely used in the tall and slender structures such as reinforced concrete shear wall system, cylinder system.Since climbing frame has The ability of " climbing certainly ", therefore the handling of hoisting machinery is not needed to, which reduce the handling workloads of Transport Machinery in construction.
Existing construction process typically " first structure, rear decoration ", i.e. covering of the finishing material to concrete structure (Such as plastering, coating, patch/extension finishing material), carried out after concrete structure.Existing climbing frame is usually pacified by pre-buried bearing On external wall, bearing is embedded on the outside or indoor floor of exterior wall.Outer wall structure of building is carried out in cast concrete During construction, you can in the pre-buried bearing of exterior wall surface, climbing frame is mounted on bearing, after the completion of concrete structure construction, is filled in building In the decorations stage, the bearing of exterior wall lateral surface is retained in, is covered by finishing material, do not interfere with the outer of external wall in this way It sees.
However, for there is skin concrete(Skinned Concrete, also referred to as abbreviation SC, composite decorating concrete)Outside structure Wall, structure are just attached at exterior wall with the primary completion of decoration, the finishing material of exterior wall while exterior wall concrete structure is poured into a mould Outer surface, therefore, the outer surface for having skin concrete structure outer are not allowed to be damaged, and the installation and application of above-mentioned climbing frame can not It is suitble to " have the integrated demand of skin concrete structure outer structural ornament.
Invention content
The technical problems to be solved by the invention are that providing one kind has the special rack device that climbs of skin concrete structure outer And its installation and application, the outer surface of skin concrete structure outer will not be damaged in the construction process.
For above-mentioned technical problem, the embodiment of the present invention provide one kind have skin concrete structure outer it is special climb it is rack-mounted It puts, including bearing, girder steel stent, hoisting frame, guide rail, hydraulic system and exterior sheathing, facing is covered on the inside of the exterior sheathing Material, the hoisting frame are mounted on by the girder steel stent on the outside of the exterior wall;The inside of the exterior wall is equipped with inner template;Institute It states bearing and is embedded in the inner side of outer wall, the girder steel stent is connected between the bearing and hoisting frame, one end of which is fixed on On the bearing, the other end passes through the door-window opening of building or professional hole, and is fixed on the hoisting frame.
The present invention also provides it is a kind of have a special rack device that climbs of skin concrete structure outer install and use work method, including Following steps:
A. the door-window opening of building or professional hole, the pre-buried bearing on the inside of external wall, by one end of girder steel stent are utilized It is fixed on the bearing, the other end passes through the hole;
B. hoisting frame is pierced by the one end at the hole by the girder steel stent and is mounted on the outside of the exterior wall, in exterior sheathing Side is covered with finishing material, and inner template is mounted on the inside of the exterior wall;
C. the inside and outside template is adjusted, it is made to be retreated relative to wall;
D. the guide rail is ramped up to last layer;
E. hoisting frame is ramped up to last layer;
F. the inside and outside template is adjusted, it is made to be drawn close relative to wall, coagulation to be cast is formed between the inside and outside template The space of soil;
G. concrete is poured into a mould between the inside and outside template, forms last layer external wall, the finishing material is mixed in cast The outer face of wall is attached at while solidifying soil, is formed with skin concrete structure outer;
H. the inside and outside template is adjusted, it is made to be retreated relative to wall;
I. the method for using the step a installs new bearing and girder steel stent in last layer, prepares to be promoted a next time;
J. repeat the above steps d to step i.
Compared with prior art, the bearing in the embodiment of the present invention is embedded in the inside of external wall, girder steel stent One end is fixed on bearing, and passes through hole using the door-window opening or professional hole, the other end of building, and hoisting frame leads to Cross outside of the one end mounted on exterior wall that girder steel stent is pierced by hole.In this way, after work is climbed in rack device completion of climbing, and to During upper transfer girder steel stent, it can be ensured that have the integrality of skin concrete structure outer outer surface and be not destroyed, and apply After work, the bearing for being retained in inner side of outer wall surface requires to carry out finishing processing according to conventional design.
Description of the drawings
Fig. 1 is that climbing device is attached to the first state schematic diagram on exterior wall in a preferred embodiment of the present invention.
Fig. 2 is the close-up schematic view of part A in Fig. 1.
Fig. 3 is that climbing device is attached to the second status diagram on exterior wall in embodiment illustrated in fig. 1.
Fig. 4 is that climbing device is attached to the third state schematic diagram on exterior wall in embodiment illustrated in fig. 3.
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only To explain the present invention, it is not intended to limit the present invention.
It please refers to Fig.1 to Fig.4, is the different conditions that rack device is attached on exterior wall that climb in a preferred embodiment of the present invention Schematic diagram.This has the special climbing device of skin concrete structure outer to include bearing 1, girder steel stent 2, hoisting frame 3, guide rail 4, hydraulic pressure System and exterior sheathing 6.The inside of exterior sheathing 6 is covered with finishing material(It is not shown in figure), internal model is equipped in the inside of exterior wall 100 Plate 7.Bearing 1 is embedded in 100 inside of exterior wall, and girder steel stent 2 is connected between bearing 1 and hoisting frame 3, and one end of which is fixed on bearings On 1, the other end passes through the door-window opening of building or professional hole 200, and is fixed on hoisting frame 3.
Specifically, bearing 1 is mountable to above or below hole 200, and bearing 1 collectively forms above and below with girder steel stent 2 Fulcrum.It can be determined by calculating safely individually using upper fulcrum or individually using lower fulcrum or simultaneously using upper and lower fulcrum. Bearing 1 can be metallic plate or nut, and 2 one end of girder steel stent is welded and fixed(When bearing 1 is metallic plate)Or it is threadedly coupled solid It is fixed(When bearing 2 is nut)On bearing 1, and its other end passes through hole 200.
Hydraulic system is including for the exterior sheathing hydraulic system 51 for controlling the movement of exterior sheathing 6 and for controlling hoisting frame 3 And the promotion hydraulic system 52 that guide rail 4 moves.Inner template 7 is controlled by an inner template hydraulic system 53 and moved.Inside and outside template liquid Pressure system 53,51 all includes template oil cylinder and template guide rail, and template oil cylinder can drive inside and outside template 7,6 to advance along template guide rail Or it retreats.When the concrete is poured, inside and outside template hydraulic system 53,51 respectively drives inside and outside template 7,6 and draws close, in inside and outside Exterior wall thickness molding space, concrete to be cast are formed between template 7,6;After casting complete, inside and outside template hydraulic system 53, 51 to respectively drive inside and outside template 7,6 separate, in order to the rising of guide rail 4 and hoisting frame 3.
It promotes hydraulic system 52 to be connected between guide rail 4 and hoisting frame 3, including jacking cylinder and is arranged on jacking cylinder The Commutating box at both ends.For connecting guide rail 4 alternately up and down, jacking cylinder is used to provide the power that climbs Commutating box.In jacking oil Guide rail 4 and hoisting frame 3 is driven alternately to be promoted under the action of cylinder and Commutating box.Specifically, Commutating box has upper pole position and lower pole position Two extreme positions.When Commutating box is in upper pole position, hoisting frame 3 is fixed, and guide rail 4 can be moved up along Commutating box;When changing When being in lower pole position to box, guide rail 4 is fixed, and hoisting frame 3 can be moved up along guide rail 4, so as to promote desired height.
The above-mentioned installation and application for having the special rack device that climbs of skin concrete structure outer, includes the following steps:
A. the door-window opening of building 100 or professional hole 200, the pre-buried bearing 1 on the inside of external wall 100, by girder steel are utilized One end of stent 2 is fixed on bearing 1, and the other end passes through hole 200;
B. hoisting frame is pierced by the outside of the one end mounted on exterior wall 100 at hole 200 by girder steel stent 2, and 6 inside of exterior sheathing is pasted Finishing material is covered with, inner template 7 is mounted on the inside of exterior wall 100;
C. inside and outside template 7,6 is adjusted, it is made to be retreated relative to wall;
D. guide rail 4 is ramped up to last layer;
E. hoisting frame 3 is ramped up to last layer;
F. inside and outside template 7,6 is adjusted, it is made to be drawn close relative to wall, concrete to be cast is formed between inside and outside template 7,6 Space;
G. concrete is poured into a mould between inside and outside template 7,6, forms last layer external wall, finishing material is in cast concrete It is attached at the outer surface of exterior wall 100 simultaneously, is formed with skin concrete structure outer;
H. inside and outside template 7,6 is adjusted, it is made to be retreated relative to wall;
I. the method for using the step a installs new bearing 1 and girder steel stent 2 in last layer, and standard is done to be promoted a next time It is standby;
J. repeat the above steps d to step i.
State shown in Fig. 1 is to climb rack device initial preparation state or to pour the state after concrete, initial to prepare During state, first, can bearing 1 and girder steel stent 2, each layer steel be all set in 100 inside of external wall of first layer to third layer Boom support 2 passes through the hole 200 of respective storey, hoisting frame 3 is installed since the third layer of building, it is ensured that the rack device that climbs has Three supporting points.
In the step d and step e, guide rail 4 and hoisting frame 3 is driven to replace under the action of jacking cylinder and Commutating box Rise.State shown in Fig. 2 is the state after the rising of guide rail 4, and state shown in Fig. 3 is the state after the rising of hoisting frame 3.
In step a, one end of girder steel stent 2 is welded and fixed or is threadedly coupled it is fixed on bearing 1, and its is another It holds across hole 200.In step d and step e, guide rail 4 and hoisting frame 3 is driven to hand under the action of jacking cylinder and Commutating box For promotion.
The bearing 1 of the above-mentioned rack device that climbs is embedded in the inside of skin concrete structure outer 100, and the one of girder steel stent 2 End is fixed on bearing 1, and is passed through hole 200 using the door-window opening or professional hole 200, the other end of building, carried The one end at hole 200 can be pierced by and mounted on the outside of exterior wall 100 by girder steel stent 2 by rising frame 3.It is in this way, rack-mounted when climbing It puts completion to climb after work, and upwards during transfer girder steel stent 2, it can be ensured that have 100 appearance of skin concrete structure outer It the integrality in face and is not destroyed, and after constructing, the bearing 1 for being retained in 100 inner surface of exterior wall will according to conventional design It asks and carries out finishing processing, such as covering is completed in the decoration stage of 100 inner surface of exterior wall.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention All any modification, equivalent and improvement made within refreshing and principle etc., should all be included in the protection scope of the present invention.

Claims (9)

1. one kind has the special rack device that climbs of skin concrete structure outer, including bearing, girder steel stent, hoisting frame, guide rail, hydraulic pressure System and exterior sheathing are covered with finishing material on the inside of the exterior sheathing, and the hoisting frame is mounted on by the girder steel stent On the outside of the exterior wall;The inside of the exterior wall is equipped with inner template;It is characterized in that, the bearing is embedded in the inner side of outer wall, The girder steel stent is connected between the bearing and hoisting frame, and one end of which is fixed on the bearing, the other end is passed through and built The door-window opening of object or professional hole are built, and is fixed on the hoisting frame.
2. there is the special rack device that climbs of skin concrete structure outer as described in claim 1, which is characterized in that the bearing peace Above or below the hole.
3. there is the special rack device that climbs of skin concrete structure outer as claimed in claim 1 or 2, which is characterized in that the branch Seat is metallic plate or nut;Described girder steel stent one end, which is welded and fixed or is threadedly coupled, to be fixed on the bearing.
4. there is the special rack device that climbs of skin concrete structure outer as described in claim 1, which is characterized in that the hydraulic pressure system System is including the exterior sheathing hydraulic system for controlling the exterior sheathing movement and for the hoisting frame and guide rail to be controlled to move Promotion hydraulic system;The inner template is moved by an inner template HYDRAULIC CONTROL SYSTEM.
5. there is the special rack device that climbs of skin concrete structure outer as claimed in claim 4, which is characterized in that the promotion liquid Pressure system is connected between the guide rail and hoisting frame, including jacking cylinder and the commutation for being arranged on the jacking cylinder both ends Box.
6. it is a kind of have a special rack device that climbs of skin concrete structure outer install and use work method, include the following steps:
A. the door-window opening of building or professional hole, the pre-buried bearing on the inside of external wall, by one end of girder steel stent are utilized It is fixed on the bearing, the other end passes through the hole;
B. hoisting frame is pierced by the one end at the hole by the girder steel stent and is mounted on the outside of the exterior wall, in exterior sheathing Side is covered with finishing material, and inner template is mounted on the inside of the exterior wall;
C. the inside and outside template is adjusted, it is made to be retreated relative to wall;
D. the guide rail is ramped up to last layer;
E. hoisting frame is ramped up to last layer;
F. the inside and outside template is adjusted, it is made to be drawn close relative to wall, coagulation to be cast is formed between the inside and outside template The space of soil;
G. concrete is poured into a mould between the inside and outside template, forms last layer external wall, the finishing material is mixed in cast The outer face of wall is attached at while solidifying soil, is formed with skin concrete structure outer;
H. the inside and outside template is adjusted, it is made to be retreated relative to wall;
I. the method for using the step a installs new bearing and girder steel stent in last layer, prepares to be promoted a next time;
J. repeat the above steps d to step i.
7. the installation and application as claimed in claim 6 for having the special rack device that climbs of skin concrete structure outer, feature It is, preliminary stage of preparation, first, the bearing and girder steel branch is all set on the inside of the external wall of first layer to third layer Frame, each layer girder steel stent pass through the hole of respective storey, and hoisting frame is installed since the third layer of building, makes the rack device that climbs There are three supporting points for tool.
8. the installation and application for having the special rack device that climbs of skin concrete structure outer as claimed in claims 6 or 7, special Sign is, in the step a, described girder steel stent one end is welded and fixed or is threadedly coupled is fixed on the bearing, and And its other end passes through the hole.
9. the installation and application for having the special rack device that climbs of skin concrete structure outer as claimed in claims 6 or 7, special Sign is that the hydraulic system includes being respectively used to the exterior sheathing hydraulic system of control exterior sheathing movement and for controlling State the promotion hydraulic system of hoisting frame and guide rail movement;The promotion hydraulic system is connected between the guide rail and hoisting frame, It includes jacking cylinder and is arranged on the Commutating box at the jacking cylinder both ends, and the Commutating box is used to connect institute alternately up and down Guide rail is stated, the jacking cylinder is for providing the power that climbs, in the step d and step e, in the jacking cylinder and commutation The guide rail and hoisting frame is driven alternately to be promoted under the action of box.
CN201810280850.XA 2018-04-02 2018-04-02 There is special rack device and its installation and application of climbing of skin concrete structure outer Pending CN108222501A (en)

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CN201810280850.XA CN108222501A (en) 2018-04-02 2018-04-02 There is special rack device and its installation and application of climbing of skin concrete structure outer

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Application Number Priority Date Filing Date Title
CN201810280850.XA CN108222501A (en) 2018-04-02 2018-04-02 There is special rack device and its installation and application of climbing of skin concrete structure outer

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2240405C2 (en) * 2001-05-22 2004-11-20 Легостаев Владимир Михайлович Laying method for facing material
CN202023360U (en) * 2011-04-15 2011-11-02 江苏中原建设集团有限公司 Hydraulic climbing die plate for building construction
CN202090591U (en) * 2010-07-27 2011-12-28 江苏和平建设集团有限公司 Lift type climbing formwork of building operations
CN205314542U (en) * 2015-11-27 2016-06-15 中南城建(海南)建设有限公司 Construction liquid die plate device that climbs
CN106760460A (en) * 2016-12-07 2017-05-31 中国建筑第八工程局有限公司 Suspension scaffold and its installation method for setting up scaffold in prefabricated construction
CN206220558U (en) * 2016-11-25 2017-06-06 河北建筑工程学院 Old City Wall door opening ruggedized construction
CN208152551U (en) * 2018-04-02 2018-11-27 航天建设集团深圳有限公司 There is the dedicated rack device that climbs of skin concrete structure outer

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2240405C2 (en) * 2001-05-22 2004-11-20 Легостаев Владимир Михайлович Laying method for facing material
CN202090591U (en) * 2010-07-27 2011-12-28 江苏和平建设集团有限公司 Lift type climbing formwork of building operations
CN202023360U (en) * 2011-04-15 2011-11-02 江苏中原建设集团有限公司 Hydraulic climbing die plate for building construction
CN205314542U (en) * 2015-11-27 2016-06-15 中南城建(海南)建设有限公司 Construction liquid die plate device that climbs
CN206220558U (en) * 2016-11-25 2017-06-06 河北建筑工程学院 Old City Wall door opening ruggedized construction
CN106760460A (en) * 2016-12-07 2017-05-31 中国建筑第八工程局有限公司 Suspension scaffold and its installation method for setting up scaffold in prefabricated construction
CN208152551U (en) * 2018-04-02 2018-11-27 航天建设集团深圳有限公司 There is the dedicated rack device that climbs of skin concrete structure outer

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