CN208518323U - A kind of interior wall climbing apparatus of shear wall - Google Patents

A kind of interior wall climbing apparatus of shear wall Download PDF

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Publication number
CN208518323U
CN208518323U CN201820876808.XU CN201820876808U CN208518323U CN 208518323 U CN208518323 U CN 208518323U CN 201820876808 U CN201820876808 U CN 201820876808U CN 208518323 U CN208518323 U CN 208518323U
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CN
China
Prior art keywords
shear wall
wall
floor
frame body
connector
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Expired - Fee Related
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CN201820876808.XU
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Chinese (zh)
Inventor
黄勇
樊星
魏巍
刘潇
孙谈
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China Construction First Group Corp Ltd
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China Construction First Group Corp Ltd
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Priority to CN201820876808.XU priority Critical patent/CN208518323U/en
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Abstract

A kind of interior wall climbing apparatus of shear wall includes frame body system, horizontal guide rail, template movement system, template system and hydraulic climbing system;The frame body system is detachably connected on the shear wall right side for the floor that completed, and frame body unit is passed through from the hole reserved on the floor for the floor that completed, at the above position in shear wall top surface of floor to be onstructed;Horizontal guide rail and the adjustable connection of frame body system;Template movement system is slidably connected at the bottom of two horizontal guide rails;Template system hanging is vertically moved in the bottom of two template movement units, and by two template movement units with along horizontal guide rail;Hydraulic climbing system is detachably connected with vertical guide.The utility model solves wall inside shear wall structure and is not available the technical issues of creeping formwork is completely dependent on tower crane with traditional large steel moulding plate lifting to influence the duration.

Description

A kind of interior wall climbing apparatus of shear wall
Technical field
The utility model relates to the realm of building construction, in particular to the interior wall climbing apparatus of a kind of shear wall.
Background technique
Currently, conventional creeping formwork is primarily adapted for use in (non-floor side) construction on the outside of exterior wall, or horizontal structure is got rid of down, The wall construction that vertical wall is constructed in advance, conventional climbing apparatus will configure 5 ~ 6 layer frame bodies to meet each road working procedure It is required that consumption frame body material is more, time-consuming;In addition, large steel moulding plate lifting is complete during using large steel moulding plate construction technology Tower crane is relied on, to also affect the duration.
Utility model content
The utility model relates to a kind of interior wall climbing apparatus of shear wall, to solve wall inside shear wall structure can not make The technical issues of being completely dependent on tower crane with creeping formwork and traditional large steel moulding plate lifting to influence the duration.
To realize the above-mentioned technical purpose, the utility model adopts the following technical solution.
A kind of interior wall climbing apparatus of shear wall, including frame body system, horizontal guide rail, template movement system, template system With hydraulic climbing system;The frame body system include one group along longitudinal direction, parallel interval setting frame body unit;Wherein every Pin Frame body unit is detachably connected on the shear wall right side for the floor that completed, and frame body unit is from the building for the floor that completed It is passed through in the hole reserved on plate, at the above position in shear wall top surface of floor to be onstructed;
The horizontal guide rail has two, with the adjustable connection of frame body system;Two horizontal guide rails are longitudinally arranged to be onstructed At the shear wall top face position of floor;The wherein left side pair of the shear wall of a horizontal guide rail and floor to be onstructed It should be arranged, the right side of another horizontal guide rail and the shear wall of floor to be onstructed is correspondingly arranged;
The template movement system includes and two template movement units company of sliding respectively there are two template movement unit It connects in the bottom of two horizontal guide rails;
The template system includes there are two modular unit, and two modular units respectively correspond hanging in two template movements The bottom of unit, and vertically moved by two template movement units with along horizontal guide rail;The top two of the template system Side further respectively has operating platform, is also equipped at intervals with split bolt between two modular units;
The hydraulic climbing system includes hydraulic cylinder, the Commutating box for being connected to hydraulic cylinder upper and lower sides and vertically leads Rail;The vertical guide is detachably connected on the shear wall right side for the floor that completed, is located at shear wall and frame body list Between member, and the top of vertical guide is passed through from the hole reserved on the floor for the floor that completed;The side of two Commutating boxs It is detachably connected with vertical guide, wherein the top for being located at the Commutating box of upside is detachably connected with frame body unit, to push up Rise frame body unit.
Preferably, on the shear wall right side for the floor that completed, vertically interval be connected with connection component;The frame Body unit is detachably connected by the right side of connection component and the shear wall for the floor that completed;The connection component includes Built-in fitting, wall-attaching base and attached wall hanging seat;The built-in fitting is horizontally embedded in the shear wall for having completed floor;The wall-attaching base It is sticked on the shear wall right side for the floor that completed, is detachably connected with built-in fitting;The attached wall hanging seat is detachably connected In wall-attaching base, and attached wall hanging seat is equipped with the first sliding groove to connect vertical guide towards the side of frame body unit side.
Preferably, the frame body unit includes column, overhanging crossbeam, the first connector, the second connector and level Attached wall support;The column be threaded through in the hole reserved on the storey floors that completed on the inside of shear wall and with the floor that completed Shear wall between there are spacing;Wherein, the top surface of shear wall of the top of column beyond floor to be onstructed;The overhanging Crossbeam is connected horizontally on the top of column, at the above position in shear wall top surface of floor to be onstructed;The horizontal guide rail It is detachably connected on the bottom of overhanging crossbeam;First connector is connected on column side, is correspondingly connected with the position of component Place is equipped with connecting plate and the second sliding slot to connect vertical guide towards connection component side in the first connector;The company There are two fishplate bars, and longitudinally parallel interval is connected between attached wall hanging seat and the first connector, and two connecting plates and attached wall are hung Seat, the first connector surround the limitting casing of vertical guide jointly;Second connector is connected on column side, corresponds to frame body At the position of unit lower part;Be equipped on side of second connector towards shear wall side to connect vertical guide the Three sliding slots are equipped with casing in the two sides of third sliding slot;Described sleeve pipe inner wall is equipped with internal screw thread, and casing extends transversely through the second company Connector;The attached wall support has two, and one end correspondence of attached wall support is plugged in the casing of the second connection both sides of head and casing It is threadedly coupled, the other end of attached wall support is withstood on the right side of shear wall.
Preferably, first connector includes first crossbeam section and is connected to the first of first crossbeam section both ends Vertical end plate and the second vertical end plate;The sectional dimension of the first crossbeam section gradually increases from one side of connecting plate to column side Greatly;The small one end of the sectional dimension that the first vertical end plate is connected to first crossbeam section;The second vertical end plate is connected to The big one end of first crossbeam section sectional dimension, and first crossbeam section is connected by the second vertical end plate with column;The connection The longitudinally parallel interval of plate is connected on the first vertical end plate of the first connector;The second sliding slot is arranged in two pieces of connecting plates Between.
Preferably, second connector includes second cross beam section, the third for being connected to second cross beam section both ends Vertical end plate and attachment base;The second cross beam section is connected by the vertical end plate of third with column;The third sliding slot and set Pipe is arranged on attachment base.
Preferably, the template movement unit includes U-lag, idler wheel and jack;The spacing of U-lag two sides vertical edge It is adapted with the width of horizontal guide rail, and is socketed in the bottom of horizontal guide rail;The idler wheel is connected to the top of U-lag two sides vertical edge Portion, and in the track of horizontal guide rail two sides;The jack is connected to the lower section of U-lag, the lower end of jack and modular unit Top is connected.
Preferably, the first attachment beam is equipped between the overhanging crossbeam of two longitudinally adjacent frame body units;Described first connects Connecing beam has one group, and transversely parallel interval is connected between adjacent overhanging crossbeam;The column of two longitudinally adjacent frame body units Between be equipped with the second attachment beam;First attachment beam has one group, and vertically parallel interval is connected between adjacent columns.
Preferably, the bottom of the vertical guide is equipped with stull;One end of the stull is fixedly connected on vertical guide The other end of bottom, stull is withstood on the right side of shear wall.
The utility model has the characteristics that and beneficial effect compared with prior art.
1, traditional climbing apparatus is hydraulic in for the high-rise and vertical concrete structure construction of super high-rise building Core Walls Structure Climbing system is mounted on the outside of shear wall, and the hydraulic climbing system in the utility model is mounted on the interior of shear wall Side is suitable for wall inside shear wall structure, solves the problems, such as that inner wall is not available creeping formwork.
2, the light inside for being mounted on shear wall of the interior wall climbing apparatus of the shear wall in the utility model, utilizes floor It as operating platform, eliminates a large amount of operating platform save the costs, easy construction and saves the duration, while significantly reducing dress Self weight is set, to reduce template system to the active force of horizontal guide rail.
3, the interior wall climbing apparatus of the shear wall in the utility model can greatly shorten the duration with thorough liberation tower crane, and And the frame body system of the interior wall climbing apparatus is formed by multiple frame body unit splicings, can be used in big face in architectural plane, it can also Small range uses, using flexible.
4, the lower part of the overhanging crossbeam of shear wall interior wall climbing apparatus is transversely in the utility model, parallel interval offers One group of connecting hole is equipped with the first vertical plate at the top of horizontal guide rail, the two sides position of corresponding overhanging crossbeam;Two piece first Vertical plate be clipped in overhanging crossbeam two sides, and with overhanging crossbeam by the way that the bolt being threaded through in connecting hole connect;Horizontal guide rail It with this connection type of overhanging crossbeam, laterally moves two horizontal guide rails on overhanging crossbeam, realizes that spacing can It adjusts, to meet the construction of the shear wall of multi-thickness.
5, when being constructed using the utility model, horizontal floor and vertical shear wall are alternately constructed, and structural integrity is more preferable, And avoid horizontal structure get rid of it is lower after construction in largely pick chiseler work, also avoid getting rid of extra workload caused by item
6, the device in the utility model and construction method are suitable for the horizontal floor of shear wall structure and vertical shear wall The alternately wall construction in construction technology, is lauched flat floor without getting rid of, and reserved opening is only needed to guarantee that column and vertical guide can be with By, and present apparatus frame body system is easy, may stand on molded horizontal floor and carries out various operations.
Detailed description of the invention
Fig. 1 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 3 construction.
Fig. 2 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 5 construction.
Fig. 3 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 8 construction.
Fig. 4 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 9 construction.
Fig. 5 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 10 construction.
Fig. 6 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 11 construction.
Fig. 7 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 13 construction.
Fig. 8 is the structural schematic diagram in the construction method of the present embodiment after the completion of step 14 construction.
Fig. 9 is the structure that connecting plate and second sliding slot are arranged on the first connector of interior wall climbing apparatus in the utility model Schematic diagram.
Figure 10 is the structural schematic diagram of the attached wall hanging seat of interior wall climbing apparatus in the utility model.
Figure 11 is the structural schematic diagram of the wall-attaching base of interior wall climbing apparatus in the utility model.
Figure 12 is the second connector of interior wall climbing apparatus in the utility model and the structural schematic diagram of attached wall support connection.
Figure 13 is the node structure schematic diagram of the attachment base of interior wall climbing apparatus and attached wall support connection in the utility model.
Figure 14 is the template movement unit and form surfacing attachment structure schematic diagram of interior wall climbing apparatus in the utility model.
Figure 15 is the overhanging crossbeam and horizontal guide rail connecting joint structure schematic diagram of interior wall climbing apparatus in the utility model.
Figure 16 is that the first connector of interior wall climbing apparatus in the utility model shows with shear wall and upright post connection structure It is intended to.
Figure 17 is that the second connector of interior wall climbing apparatus in the utility model shows with shear wall and upright post connection structure It is intended to.
Appended drawing reference: 1- horizontal guide rail, 2- shear wall, 3- floor, 4- template movement unit, 4.1-U shape slot, 4.2- idler wheel, 4.3- jack, 5- form surfacing, 6- split bolt, 7- hydraulic cylinder, 8- Commutating box, 9- built-in fitting, The horizontal back cord of 10-, 11- vertical guide, 12- wall-attaching base, 12.1- first hang side, 13- attached wall hanging seat, the extension of 13.1- second Side, 14- column, 15- overhang crossbeam, 16- first sliding groove, the first connector of 17-, 17.1- first crossbeam section, 17.2- First vertical end plate, the vertical end plate of 17.3- second, the second connector of 18-, 18.1- second cross beam section, 18.2- third are perpendicular To end plate, 18.3- attachment base, the support of 19- attached wall, 20- connecting plate, 20.1- hook, 21- third sliding slot, 22- casing, 23- second sliding slot, the first attachment beam of 24-, the second attachment beam of 25-, 26- operating platform, 27- stull, 28- connecting hole, The first vertical plate of 29-, 30- first flange disk, 31- second flange disk, 32- steel pin hole, the second vertical plate of 33-, 34- are tight Firmware, 35- through-hole, the vertical back cord of 36-.
Specific embodiment
Embodiment is shown in Figure 6, the interior wall climbing apparatus of this shear wall, including frame body system, horizontal guide rail 1, mould Plate mobile system, template system and hydraulic climbing system;The frame body system include one group along longitudinal direction, parallel interval is arranged Frame body unit;Wherein every Pin frame body unit is detachably connected on 2 right side of shear wall for the floor that completed, and frame body list Member is passed through from the hole reserved on the floor 3 for the floor that completed, positioned at the above position in 2 top surface of shear wall of floor to be onstructed Place;The horizontal guide rail 1 has two, with the adjustable connection of frame body system;Two horizontal guide rails 1 are longitudinally arranged in floor to be onstructed 2 top face position of shear wall at;The wherein left side pair of the shear wall 2 of a horizontal guide rail 1 and floor to be onstructed It should be arranged, the right side of another horizontal guide rail 1 and the shear wall 2 of floor to be onstructed is correspondingly arranged;The template movement system System includes that there are two template movement units 4, and two template movement units 4 are slidably connected at two horizontal guide rails 1 respectively Bottom;
The template system includes there are two modular unit, and two modular units respectively correspond hanging in two template movements The bottom of unit 4, and vertically moved by two template movement units 4 with along horizontal guide rail 1;The top of the template system Two sides further respectively have operating platform 26, are also equipped at intervals with split bolt 6 between two modular units;The hydraulic climbing system System includes hydraulic cylinder 7, the Commutating box 8 and vertical guide 11 for being connected to 7 upper and lower sides of hydraulic cylinder;The vertical guide 11 can Dismantling connection is led on 2 right side of shear wall for the floor that completed, between shear wall 2 and frame body unit, and vertically The top of rail 11 is passed through from the hole reserved on the floor 3 for the floor that completed;The side of two Commutating boxs 8 is and vertical guide 11 are detachably connected, wherein the top for being located at the Commutating box 8 of upside is detachably connected with frame body unit, to jack frame body list Member.
In the present embodiment, the modular unit includes sequentially connected form surfacing 5, vertical back cord 36 and horizontal back cord 10。
In the present embodiment, on 2 right side of shear wall for the floor that completed, vertically interval is connected with connection component; The frame body unit is detachably connected by the right side of connection component and the shear wall 2 for the floor that completed;The connection group Part includes built-in fitting 9, wall-attaching base 12 and attached wall hanging seat 13;The built-in fitting 9 is horizontally embedded in the shear wall of floor that completed In body 2;The wall-attaching base 12 is sticked on 2 right side of shear wall for the floor that completed, is detachably connected with built-in fitting 9;Institute It states attached wall hanging seat 13 to be detachably connected in wall-attaching base 12, and attached wall hanging seat 13 is equipped with towards the side of frame body unit side and uses To connect the first sliding groove 16 of vertical guide 11.
In the present embodiment, the vertical guide 11 is made of the channel steel of two back-to-back settings, attached wall hanging seat 13 towards The side of frame body unit side is equipped with vertical groove, is respectively equipped with two panels arc clip, shape on two sides of groove At the first sliding groove 16, the edge of a wing of the corresponding side of vertical guide 11 is sandwiched in arc clip, and can be erected in the clip To sliding.
Certainly in other embodiments, the vertical guide 11 can also be made of I-steel or H profile steel.
In the present embodiment, the frame body unit includes column 14, overhanging crossbeam 15, the connection of the first connector 17, second First 18 support 19 with horizontal attached wall;The column 14 is threaded through the hole reserved on the storey floors 3 that completed on the inside of shear wall 2 In and between the shear wall for the floor that completed 2 there are spacing;Wherein, the top of column 14 cutting beyond floor to be onstructed The top surface of power wall 2;The overhanging crossbeam 15 is connected horizontally on the top of column 14, the shear wall 2 positioned at floor to be onstructed At the above position in top surface;The horizontal guide rail 1 is detachably connected on the bottom of overhanging crossbeam 15, can laterally move along overhanging crossbeam 15 It is dynamic;First connector 17 is connected on 14 side of column, is correspondingly connected at the position of component, the first connector 17 towards Connection component side is equipped with connecting plate 20 and the second sliding slot 23 to connect vertical guide 11;There are two the connecting plates 20, Longitudinally parallel interval is connected between attached wall hanging seat 13 and the first connector 17, and two connecting plates 20 and attached wall hanging seat 13, First connector 17 surrounds the limitting casing of vertical guide 11 jointly;Second connector 18 is connected on 14 side of column, is right At the position for answering frame body unit lower part;It is equipped on the second side of the connector 18 towards 2 side of shear wall perpendicular to connect The third sliding slot 21 of direction guiding rail 11 is equipped with casing 22 in the two sides of third sliding slot 21;22 inner wall of described sleeve pipe is equipped with internal screw thread, And casing 22 extends transversely through the second connector 18;The attached wall support 19 has two, and one end correspondence of attached wall support 19 is plugged on It is threadedly coupled in the casing 22 of second connector, 18 two sides, with casing 22, the other end of attached wall support 19 withstands on the right side of shear wall 2 On side.
In the present embodiment, it is described overhanging crossbeam 15 lower part transversely, parallel interval offer one group of connecting hole 28;It is described The top of horizontal guide rail 1 corresponds to and is equipped with the first vertical plate 29 at the two sides position of overhanging crossbeam 15;Two piece of first vertical plate 29 Be clipped in overhanging crossbeam 15 two sides, and with overhanging crossbeam 15 by the way that the bolt being threaded through in connecting hole 28 connect.
As shown in figure 9, first connector 17 includes first crossbeam section 17.1 and is connected to first crossbeam section The vertical end plate 17.2 of the first of 17.1 both ends and the second vertical end plate 17.3;The sectional dimension of the first crossbeam section 17.1 is from even 20 1 side of fishplate bar is gradually increased to 14 side of column;The first vertical end plate 17.2 is connected to the section of first crossbeam section 17.1 The small one end of size;The second vertical end plate 17.3 is connected to the big one end of 17.1 sectional dimension of first crossbeam section, and first Beam segments 17.1 are connected by the second vertical end plate 17.3 with column 14;The longitudinally parallel interval of connecting plate 20 is connected to On the vertical end plate 17.2 of the first of first connector 17;Two arc clips, shape are respectively equipped in the inside of each connecting plate 20 At the second sliding slot 23, vertical guide 11 is corresponding with the first connector 17 connection edge of a wing two sides of side to be sandwiched in arc folder In piece, and it can slide vertically in the clip.
As shown in figure 11, in the wall-attaching base 12, the through-hole 35 being connected with built-in fitting 9 is equipped with close to center position, First that mounting attached wall hanging seat 13 is equipped on the edge of wall-attaching base 12 hangs side 12.1.
As shown in Fig. 9,10 and 16, the two sides of the attached wall hanging seat 13 are correspondingly provided with steel pin hole 32 at medium position; Attached wall hanging seat 13 is run through in the steel pin hole 32, and is interspersed with threaded rod in steel pin hole 32;The connecting plate 20 is hung with attached wall Seat 13 connects one end, corresponds to be equipped at the position of threaded rod and link up with 20.1, and the correspondence of hook 20.1 of two pieces of connecting plates 20 is hooked on On the threaded rod of 13 two sides of attached wall hanging seat, and nut is equipped in the end of threaded rod, positioned at the outside of connecting plate 20;Described The corresponding section side for exceeding first crossbeam section 17.1 in one vertical 17.2 edge of end plate, and exceeding in the first vertical end plate 17.2 On position, vertical strip hole is offered positioned at the two sides of first crossbeam section 17.1;Two pieces of connecting plates 20 and the first connector 17 The two sides that connection one end corresponds to the strip hole across the first vertical 17.2 two sides of end plate, is folded in first crossbeam section 17.1, and with It is connected between first crossbeam section 17.1 by fastener 34;The attached wall hanging seat 13 is equipped with second close to the side of wall-attaching base 12 and hangs Side 13.1, the attached wall hanging seat 13 snap onto wall-attaching base 12 and hang when 12.1 and second are hung 13.1 mutually by first Mounting connection.
In the present embodiment, the fastener 34 is bolt or split bolt.
As shown in figure 16, it on the side of the column 14, is equipped with and first at the position of corresponding first connector 17 connection The first flange disk 30 that the vertical end plate 17.3 of the second of 17 end of connector is connected;First connector 17 and column 14 it Between flanged joint.
As shown in Figure 12,13 and 17, second connector 18 includes second cross beam section 18.1, is connected to second The vertical end plate 18.2 of the third at 18.1 both ends of beam segments and attachment base 18.3;The second cross beam section 18.1 passes through third vertical end Plate 18.2 is connected with column 14;On side on attachment base 18.3, towards 2 side of shear wall, longitudinally spaced it is equipped with Two pieces of vertical second vertical plates 33, respectively correspond on the right side of each second vertical plate 33 equipped with two panels arc clip, shape At the third sliding slot 21, vertical guide 11 is corresponding with the second connector 18 connection edge of a wing two sides of side to be sandwiched in arc folder In piece, and it can slide vertically in the clip;Described sleeve pipe 22 is located at the two sides of two pieces of vertical second vertical plates 33.
As shown in figure 17, it on the side of the column 14, is equipped with and second at the position of corresponding second connector 18 connection The second flange disk 31 that the vertical end plate 18.2 of the third of 18 end of connector is connected;Second connector 18 and column 14 it Between flanged joint.
As shown in FIG. 14 and 15, the template movement unit 4 includes U-lag 4.1, idler wheel 4.2 and jack 4.3;The U The spacing of 4.1 two sides vertical edge of shape slot and the width of horizontal guide rail 1 are adapted, and are socketed in the bottom of horizontal guide rail 1;The idler wheel 4.2 are connected to the top of 4.1 two sides vertical edge of U-lag, and in the track of 1 two sides of horizontal guide rail;The jack 4.3 is connected to It is connected at the top of the lower section of U-lag 4.1, the lower end of jack 4.3 and the form surfacing 5 in modular unit.
In the present embodiment, the first attachment beam 24 is equipped between the overhanging crossbeam 15 of two longitudinally adjacent frame body units;Institute Stating the first attachment beam 24 has one group, and transversely parallel interval is connected between adjacent overhanging crossbeam 15;Two longitudinally adjacent framves The second attachment beam 25 is equipped between the column 14 of body unit;First attachment beam 24 has one group, and vertically parallel interval connects Between adjacent columns 14.
In the present embodiment, the bottom of the vertical guide 11 is equipped with stull 27;One end of the stull 27 is fixedly connected on The bottom of vertical guide 11, the other end of stull 27 are withstood on the right side of shear wall 2.
As shown in figures 1-8, the construction method of the interior wall climbing apparatus of this shear wall, including steps are as follows.
Step 1: installing built-in fitting at first floor shear wall position to be onstructed, and pours the mixed of first floor shear wall Solidifying soil, so far completes the construction of first floor shear wall;
Step 2: it is connected on the first floor shear wall right side completed in step 1, at the position of corresponding built-in fitting Wall-attaching base and attached wall hanging seat;
Step 3: one group of frame body unit and the attached wall hanging seat on the first floor shear wall right side completed detachably are connected It connects, the top of frame body unit exceeds two story shear walls to be onstructed, and the attached wall support of the bottom of frame body unit is completing On first floor shear wall, and Commutating box and hydraulic cylinder are connected, in frame body unit in the first connector bottom of frame body unit Overhanging crossbeam bottom be sequentially connected horizontal guide rail and template movement system.
Step 4: construction first floor floor, and the reserved opening at the position that column and vertical guide pass through.
Step 5: after the completion of two story shear wall steel bars binding to be onstructed, built-in fitting and template system are installed, and will Template system is connect with template movement system, then shuttering, and installs split bolt.
Step 6: pouring the concrete of two story shear walls, after intensity reaches demoulding requirement, demoulding and rear moving die plate system System.
Step 7: connected on the two story shear wall right sides completed, at the position of corresponding built-in fitting wall-attaching base and Attached wall hanging seat.
Step 8: vertical guide: being passed through the hole reserved on first floor floor by installation vertical guide, and it is corresponding be mounted on it is attached In the third sliding slot of the first sliding groove of wall hanging seat, the second sliding slot of the first connector and the second connector, make vertical guide with Attached wall hanging seat on attached wall hanging seat on the first floor shear wall right side of completion and the two story shear wall right sides completed It is detachably connected, and is detachably connected vertical guide with Commutating box and hydraulic cylinder.
Step 9: the connection on frame body unit and first floor shear wall right side between attached wall hanging seat is released, climb frame body Unit;After climbing in place, frame body unit is connect with the attached wall hanging seat on the two story shear wall right sides completed, is held out against attached Wall support.
Step 10: two floor plates of construction, and the reserved opening at the position that column and vertical guide pass through, wherein hole Size and the size of column and vertical guide be adapted, generally 1200mm × 600mm.
Step 11: after the completion of three story shear wall steel bars binding to be onstructed, installing built-in fitting and template system, and Template system is connect, then shuttering with template movement system, and split bolt is installed.
Step 12: pouring the concrete of three story shear walls, after intensity reaches demoulding requirement, demoulding and rear moving die plate System.
Step 13: wall-attaching base is connected on the three story shear wall right sides completed, at the position of corresponding built-in fitting With attached wall hanging seat.
Step 14: the connection on vertical guide and two story shear wall right sides between attached wall hanging seat is released, is climbed perpendicular Direction guiding rail;After climbing in place, by vertical guide and the attached wall hanging seat on the two story shear wall right sides completed and complete Three story shear wall right sides on attached wall hanging seat be detachably connected;And remove first floor shear wall wall-attaching base and attached wall extension Seat.
Step 15: it successively constructs the shear wall of floor to be onstructed according to construction method of the step 9 into step 14 Body, until closing after the shear wall construction of all floors to the reserved opening on floor, so far construction is finished.
In the present embodiment, first floor top plate of constructing, close to reserved opening at fashioned iron column, two layers of wall steel bar binding are completed Afterwards, built-in fitting and template system are installed, then shuttering, and screw rod through walls is installed.
Content described in this specification embodiment is only enumerating for the realization pattern conceived to utility model, this is practical new The protection scope of type should not be construed as being limited to the specific forms stated in the embodiments, the protection scope of the utility model also and In those skilled in the art according to the utility model design it is conceivable that equivalent technologies mean.

Claims (8)

1. a kind of interior wall climbing apparatus of shear wall, including frame body system, horizontal guide rail (1), template movement system, template system With hydraulic climbing system;It is characterized by:
The frame body system include one group along longitudinal direction, parallel interval setting frame body unit;Wherein every Pin frame body unit Dismantling connection is on shear wall (2) right side for the floor that completed, and frame body unit is pre- from the floor (3) for the floor that completed It is passed through in the hole stayed, at shear wall (2) above position in top surface of floor to be onstructed;
The horizontal guide rail (1) has two, with the adjustable connection of frame body system;Two horizontal guide rails (1) are longitudinally arranged wait apply At shear wall (2) top face position of work floor;The wherein shear wall of horizontal guide rail (1) and floor to be onstructed (2) left side is correspondingly arranged, another horizontal guide rail (1) is corresponding with the right side of shear wall (2) of floor to be onstructed to be set It sets;
The template movement system includes that there are two template movement unit (4), and two template movement units (4) are slided respectively It is connected to the bottom of two horizontal guide rails (1);
The template system includes that there are two modular units;Two modular units respectively correspond hanging in two template movement units (4) bottom, and vertically moved by two template movement units (4) with along horizontal guide rail (1);The template system it is upper Portion two sides further respectively have operating platform (26), and split bolt (6) are also equipped at intervals between two modular units;
The hydraulic climbing system includes hydraulic cylinder (7), the Commutating box (8) for being connected to hydraulic cylinder (7) upper and lower sides and erects Direction guiding rail (11);The vertical guide (11) is detachably connected on shear wall (2) right side for the floor that completed, positioned at cutting Between power wall (2) and frame body unit, and the hole that the top of vertical guide (11) is reserved from the floor (3) for the floor that completed In pass through;The side of two Commutating boxs (8) is detachably connected with vertical guide (11), wherein being located at the Commutating box (8) of upside Top be detachably connected with frame body unit, to jacking frame body unit.
2. a kind of interior wall climbing apparatus of shear wall according to claim 1, it is characterised in that: in cutting for the floor that completed On power wall (2) right side, vertically interval is connected with connection component;The frame body unit passes through connection component and the building that completed The right side of the shear wall (2) of layer is detachably connected;The connection component includes built-in fitting (9), wall-attaching base (12) and attached Wall hanging seat (13);In the horizontally embedded shear wall (2) in the floor that completed of the built-in fitting (9);Wall-attaching base (12) patch It is located on shear wall (2) right side for the floor that completed, is detachably connected with built-in fitting (9);The attached wall hanging seat (13) can Dismantling connection is on wall-attaching base (12), and attached wall hanging seat (13) is equipped with towards the side of frame body unit side to connect vertically The first sliding groove (16) of guide rail (11).
3. a kind of interior wall climbing apparatus of shear wall according to claim 2, it is characterised in that: the frame body unit includes There is the attached wall support (19) of column (14), overhanging crossbeam (15), the first connector (17), the second connector (18) and level;It is described Column (14) be threaded through in the hole completed on the inside of shear wall (2) and reserved on storey floors (3) and with the floor that completed There are spacing between shear wall (2);Wherein, the top surface of shear wall (2) of the top of column (14) beyond floor to be onstructed; Overhanging crossbeam (15) is connected horizontally on the top of column (14), more than shear wall (2) top surface of floor to be onstructed At position;The horizontal guide rail (1) is detachably connected on the bottom of overhanging crossbeam (15);First connector (17) is connected to It on column (14) side, is correspondingly connected at the position of component, is equipped with connection towards connection component side in the first connector (17) Plate (20) and the second sliding slot to connect vertical guide (11) (23);There are two the connecting plates (20), and longitudinally parallel Every being connected between attached wall hanging seat (13) and the first connector (17), and two connecting plates (20) and attached wall hanging seat (13), first Connector (17) surrounds the limitting casing of vertical guide (11) jointly;Second connector (18) is connected to column (14) side At the position of upper, corresponding frame body unit lower part;It is equipped with and uses on side of the second connector (18) towards shear wall (2) side To connect the third sliding slot (21) of vertical guide (11), casing (22) are equipped in the two sides of third sliding slot (21);Described sleeve pipe (22) inner wall is equipped with internal screw thread, and casing (22) extends transversely through the second connector (18);Attached wall support (19) has two, and And one end of attached wall support (19) corresponds to and is plugged in the casing (22) of the second connector (18) two sides, connects with casing (22) screw thread It connects, the other end of attached wall support (19) is withstood on the right side of shear wall (2).
4. a kind of interior wall climbing apparatus of shear wall according to claim 3, it is characterised in that: first connector It (17) include first crossbeam section (17.1) and the first vertical end plate for being connected to first crossbeam section (17.1) both ends (17.2) and the second vertical end plate (17.3);The sectional dimension of the first crossbeam section (17.1) is from (20) one side of connecting plate to vertical Column (14) side is gradually increased;The sectional dimension that the first vertical end plate (17.2) is connected to first crossbeam section (17.1) is small One end;The second vertical end plate (17.3) is connected to the big one end of first crossbeam section (17.1) sectional dimension, and first crossbeam Section (17.1) is connected by the second vertical end plate (17.3) with column (14);The longitudinally parallel interval of connecting plate (20) connects It connects on the first vertical end plate (17.2) of the first connector (17);The second sliding slot (23) is arranged in two pieces of connecting plates (20) Between.
5. a kind of interior wall climbing apparatus of shear wall according to claim 4, it is characterised in that: second connector It (18) include second cross beam section (18.1), the vertical end plate of third (18.2) for being connected to second cross beam section (18.1) both ends With attachment base (18.3);The second cross beam section (18.1) is connected by the vertical end plate of third (18.2) with column (14);Institute It states third sliding slot (21) and casing (22) is arranged on attachment base (18.3).
6. a kind of interior wall climbing apparatus of shear wall according to claim 5, it is characterised in that: the template movement unit It (4) include U-lag (4.1), idler wheel (4.2) and jack (4.3);The spacing of U-lag (4.1) two sides vertical edge is led with level The width of rail (1) is adapted, and is socketed in the bottom of horizontal guide rail (1);The idler wheel (4.2) is connected to U-lag (4.1) two sides The top of vertical edge, and in the track of horizontal guide rail (1) two sides;The jack (4.3) is connected to the lower section of U-lag (4.1), It is connected at the top of the lower end of jack (4.3) and modular unit.
7. a kind of interior wall climbing apparatus of shear wall according to claim 6, it is characterised in that: two longitudinally adjacent framves The first attachment beam (24) are equipped between the overhanging crossbeam (15) of body unit;First attachment beam (24) has one group, transversely puts down Row interval is connected between adjacent overhanging crossbeam (15);Second is equipped between the column (14) of two longitudinally adjacent frame body units Attachment beam (25);First attachment beam (24) has one group, and vertically parallel interval is connected between adjacent columns (14).
8. a kind of interior wall climbing apparatus of shear wall according to claim 7, it is characterised in that: the vertical guide (11) Bottom be equipped with stull (27);One end of the stull (27) is fixedly connected on the bottom of vertical guide (11), stull (27) The other end is withstood on the right side of shear wall (2).
CN201820876808.XU 2018-06-07 2018-06-07 A kind of interior wall climbing apparatus of shear wall Expired - Fee Related CN208518323U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661310A (en) * 2018-06-07 2018-10-16 中建局集团建设发展有限公司 A kind of the interior wall climbing apparatus and its construction method of shear wall
CN112982960A (en) * 2021-05-14 2021-06-18 河南省第二建设集团有限公司 Interactive lifting formwork device and construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108661310A (en) * 2018-06-07 2018-10-16 中建局集团建设发展有限公司 A kind of the interior wall climbing apparatus and its construction method of shear wall
CN108661310B (en) * 2018-06-07 2023-12-01 中建一局集团建设发展有限公司 Inner wall climbing formwork device of shear wall and construction method thereof
CN112982960A (en) * 2021-05-14 2021-06-18 河南省第二建设集团有限公司 Interactive lifting formwork device and construction method

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Granted publication date: 20190219