CN206232309U - A kind of glomeration building concrete hollow block wall piece banding system - Google Patents

Abstract

A kind of glomeration building concrete hollow block wall piece banding system, it is related to a kind of banding system.The utility model lifts the lifting that cannot be realized to hollow block wall piece to solve existing two suspension centres method, and the problem of inconvenience is brought to the construction at scene.Colligation beam (A) passes through multiple bundled piece (B) colligations on wall piece (3), equalizer bar (1) is connected positioned at the top of colligation beam (A) and by the lifting rope (H) for vertically hanging, lifting rope (H) equal slidable connection between equalizer bar (1) and colligation beam (A), one end of hoisting rope (2) is connected to the side of colligation beam (A), the other end of hoisting rope (2) is connected to the opposite side of colligation beam (A), hoisting rope (2) passes through sliding block (C) slidable connection with the junction of colligation beam (A), the two ends of hoisting rope (2) are fixed with the link position of equalizer bar (1), equalizer bar (1) is girder steel.The utility model is used in construction industry.

Description

A kind of glomeration building concrete hollow block wall piece banding system

Technical field

The utility model is related to a kind of wall piece banding system, specifically related to a kind of glomeration building concrete hollow block wall piece Banding system.

Background technology

In recent years, accelerate prefabricated concrete structure again when new with building industrialization and Process of Housing Industrialization For there is new development under background.Such as PC structures, full-fabricated assembly overall concrete shear wall structure are all being applied and pushed away Good economic benefit and social benefit is achieved during wide.According to statistics, the housing industrialization such as Shanghai, Shenyang is more flourishing Ratio in the newly-built commercial house of city using fabricated construction development ＆ construction has reached 20-30%, and will be obtained in the coming years Large development.To sum up, it is seen that prefabricated construction will be the developing direction of field of civil engineering in a period of time from now on, assembling Application of the technology in reinforced masonry field then not yet starts.Assembling is produced, and is had that speed of application is fast due to it, is made Valency is low, quality is easily controlled and occupy certain share in construction market, and current labor cost rises, traditional side of building by laying bricks or stones Method has many disadvantages being difficult to avoid that again, and prefabricated construction is implemented in reinforced masonry technical field of construction, is from now on Developing direction.And multiple technical barrier in the field has been broken through at present, development prospect good greatly is faced, this patent is based on To a technological innovation of reinforced masonry field prefabricated construction under the conditions of this.

In sum, because existing concrete hollow block wall piece is integral by scattered building block bonding by mortar, Its globality is much lower compared with reinforced concrete member, it is impossible to simply entered using built-in fitting as reinforced concrete member Row lifting, and the lifting of existing two suspension centres method cannot realize the lifting to hollow block wall piece, the construction to scene brings not Just.

Utility model content

The purpose of this utility model cannot be realized to hollow block wall piece to solve existing two suspension centres method lifting Lifting, the problem of inconvenience is brought to the construction at scene.And then a kind of glomeration building concrete hollow block wall piece colligation is provided System.

The technical solution of the utility model is：A kind of glomeration building concrete hollow block wall piece banding system includes colligation Beam, multiple bundled pieces, sliding block, equalizer bar and hoisting rope, colligation beam pass through multiple bundled piece colligations on wall piece, and equalizer bar is located at The top of colligation beam and connected by the vertical lifting rope that hangs between equalizer bar and colligation beam, lifting rope equalizer bar and colligation beam it Between equal slidable connections, one end of hoisting rope is connected to the side of colligation beam, and the other end of hoisting rope is connected to the another of colligation beam Side, hoisting rope passes through sliding block slidable connection, the two ends of hoisting rope and the link position of equalizer bar with the junction of colligation beam Fixed, equalizer bar is girder steel.

Further, colligation beam includes that in-line colligation beam, L-shaped colligation beam, zigzag that multiple standard knots are formed by connecting are tied up Zha Liang or T-shaped colligation beam, are detachably connected between multiple standard knots by bolt.

Further, standard knot includes two channel-section steels, two reinforcing bars, two round steel pipes, many ribs and at least Individual connecting plate, the openend of two channel-section steels is oppositely arranged, and by being vertically mounted in two grooves of channel-section steel between two channel-section steels The connection of many ribs, two parallel reinforced steel bars in the length direction of two channel-section steels be fixedly mounted on many in two channel-section steels plus On strong rib, two round steel pipes are fixedly mounted on two upper ends of channel-section steel and close corner, and two two ends of channel-section steel are at least with one Individual connecting plate connection.

Further, colligation beam also includes guiding tube and two guiding tube slideways, and two guiding tube slideways are parallel to two Individual channel-section steel is simultaneously arranged on many ribs, and one end of guiding tube slidably and is removably mounted on two guiding tube slideways, And the other end of guiding tube stretches out two channel-section steels.

Further, sliding block includes loading plate, location-plate and lifting plate, and location-plate and loading plate are from top to bottom sequentially connected And two ends of location-plate and two ends of loading plate are equipped with chute, lifting plate is vertically installed at the upper end of location-plate, The location-plate and loading plate of lifting plate both sides offer location hole, and hole for hoist, chute and two channel-section steels are offered on lifting plate Cell body boundary slip connection.

Further, bundled piece includes steel wire rope, shrouding, two collets, two latches and two hangers, and two collets are equal Open up fluted including horizonal base plate and vertical plate, on horizonal base plate, vertical plate is arranged on horizonal base plate perpendicular to groove, envelope The two ends of plate are separately mounted in the groove on two horizonal base plates of collet, and two latches are separately mounted to the outside of vertical plate Face bottom is simultaneously inserted on horizonal base plate through shrouding, and two hangers are separately mounted to the lateral surface top of vertical plate, steel wire rope Two ends be connected with a hanger respectively.

Further, bundled piece also includes turnbuckle, and turnbuckle is arranged on one end of steel wire rope and one of hanger Between.

The utility model has the following effects that compared with prior art：

Banding system：Because scattered building block is bonded integral, its entirety by concrete hollow block wall piece by mortar Property is much lower compared with reinforced concrete member, it is impossible to simply hung using built-in fitting as reinforced concrete member Hollow block wall piece is carried out colligation and lifted by dress, the utility model by using banding system, by colligation beam top shoe Set, can be easy to be adjusted for hollow block wall piece of different shapes and hang card position, while lifting quality is ensured Ensure that and realize 2 points of liftings, the wall piece of completion will have been built by laying bricks or stones on ground, carry out colligation, whole banding system is 2 points Hanging method provides enforceable prerequisite.

Brief description of the drawings

Fig. 1 is the utility model overall structure diagram in a state of use；Fig. 2 is that multiple bundled piece B colligations are being tied up The structural representation pricked on beam A；Fig. 3 is the structural representation that standard knot connects T-shaped colligation beam；Fig. 4 is that standard knot is connected into The structural representation of in-line colligation beam；Fig. 5 is the structural representation that standard knot connects L-shaped colligation beam；Fig. 6 is that standard knot connects It is connected into the structural representation of zigzag colligation beam；Fig. 7 is the structural representation after standard knot is connected with T-shaped colligation beam；Fig. 8 is mark Structural representation when quasi- section coordinates with guiding tube；Fig. 9 is the structural representation of sliding block；Figure 10 is that sliding block is arranged on colligation beam Structural representation；Figure 11 is the structural representation after bundled piece removes steel wire rope and turnbuckle；Figure 12 is the entirety of bundled piece Structural representation；Figure 13 is the structural representation of turnbuckle.

Specific embodiment

Specific embodiment one：Present embodiment is illustrated with reference to Fig. 1 to Figure 13, a kind of glomeration building of present embodiment is mixed Solidifying soil hollow block wall piece banding system includes colligation beam A, multiple bundled piece B, sliding block C, equalizer bar 1 and hoisting rope 2, colligation beam A passes through multiple bundled piece B colligations on wall piece 3, and equalizer bar 1 is located at the top of colligation beam A and between equalizer bar 1 and colligation beam A Connected by the lifting rope H for vertically hanging, lifting rope H equal slidable connection, one end of hoisting rope 2 between equalizer bar 1 and colligation beam A The side of colligation beam A is connected to, the other end of hoisting rope 2 is connected to the company of the opposite side of colligation beam A, hoisting rope 2 and colligation beam A Place is met by sliding block C slidable connections, two ends and the link position of equalizer bar 1 of hoisting rope 2 are fixed, equalizer bar 1 is girder steel.

The banding system of present embodiment using top set equalizer bar, with hoisting rope by the whole colligation of wall piece in equalizer bar The equalizer bar that only needs to sling during upper, lifting can just realize the lifting to wall piece.

Specific embodiment two：Present embodiment is illustrated with reference to Fig. 3 to Fig. 7, the colligation beam A of present embodiment includes multiple In-line colligation beam, L-shaped colligation beam, zigzag colligation beam or T-shaped colligation beam that standard knot is formed by connecting, between multiple standard knots It is detachably connected by bolt.It is arranged such, the situation during being easy to according to practice of construction is different, selects tying up for suitable shape Zha Liang, can be attached with various prefabricated components of different shapes, so as to realize the various situations of lifting of smooth safety.Other groups Into identical with specific embodiment one with annexation.

Specific embodiment three：Present embodiment is illustrated with reference to Fig. 3 to Fig. 7, the standard knot of present embodiment includes two Channel-section steel A-1, two reinforcing bar A-3, two round steel pipe A-4, many ribs A-2 and at least one connecting plate A-5, two channel-section steel A- 1 openend is oppositely arranged, and many reinforcements between two channel-section steel A-1 by being vertically mounted in two grooves of channel-section steel A-1 Rib A-2 is connected, and two reinforcing bar A-3 are fixedly mounted on many in two channel-section steel A-1 parallel to the length direction of two channel-section steel A-1 On ribs A-2, two round steel pipe A-4 are fixedly mounted on two upper ends of channel-section steel A-1 and near corner, two channel-section steel A-1 Two ends be at least connected with a connecting plate A-5.It is arranged such, there is provided the standard knot on basis, is easy to according to actual needs Connect into colligation beam of different shapes.Other compositions and annexation are identical with specific embodiment one or two.

Specific embodiment four：Present embodiment is illustrated with reference to Fig. 8, the colligation beam A of present embodiment also includes guiding tube A-6 and two guiding tube slideway A-7, two guiding tube slideway A-7 are parallel to two channel-section steel A-1 and are arranged on many ribs A- On 2, one end of guiding tube A-6 slidably and is removably mounted on two guiding tube slideway A-7, and guiding tube A-6's is another Two channel-section steel A-1 are stretched out at end.It is arranged such, is easy to provide guiding for the installation of lifting rope H, while two guiding tube slideway A-7 is just Enter line slip in guiding tube A-6, so as to adjust the position of lifting rope H.Other compositions and annexation and specific embodiment one, two Or three is identical.

Specific embodiment five：With reference to Fig. 9 and Figure 10 explanation present embodiments, the sliding block C of present embodiment includes carrying Plate C-1, location-plate C-2 and lifting plate C-3, location-plate C-2 and loading plate C-1 are from top to bottom sequentially connected and location-plate C-2 Two ends of two ends and loading plate C-1 are equipped with chute C-6, and lifting plate C-3 is vertically installed at the upper of location-plate C-2 End, the location-plate C-2 and loading plate C-1 of lifting plate C-3 both sides offer location hole C-4, and lifting is offered on lifting plate C-3 Hole C-5, chute C-6 are connected with the cell body boundary slip of two channel-section steel A-1.It is arranged such, is conveniently adjusted position during 2 points of liftings Put, using more flexibly, conveniently.Other compositions and annexation are identical with specific embodiment one, two, three or four.

Specific embodiment six：With reference to Figure 11 and Figure 12 explanation present embodiments, the bundled piece B of present embodiment includes steel Cord B-6, shrouding B-2, two collet B-1, two latch B-3 and two hangers B-4, two collet B-1 include horizontal base Plate and vertical plate, open up fluted B-5 on horizonal base plate, vertical plate is arranged on horizonal base plate perpendicular to groove B-5, shrouding B- 2 two ends are separately mounted in the groove B-5 on two horizonal base plates of collet B-1, and two latch B-3 are separately mounted to vertically The lateral surface bottom of plate is simultaneously inserted on horizonal base plate through shrouding B-2, and two hanger B-4 are separately mounted to the outside of vertical plate Face top, the two ends of steel wire rope B-6 are connected with a hanger B-4 respectively.It is arranged such, is easy to be tied up wall piece and colligation beam Prick.Other compositions and annexation are identical with specific embodiment one, two, three, four or five.

Specific embodiment seven：Present embodiment is illustrated with reference to Figure 13, the bundled piece B of present embodiment also includes turnbuckle B-7, turnbuckle B-7 are arranged between one end of steel wire rope B-6 and one of hanger B-4.It is arranged such, is conveniently adjusted colligation Elasticity.Other compositions and annexation are identical with specific embodiment one, two, three, four, five or six.

Specific embodiment eight：Present embodiment, the binding method of present embodiment, its bag are illustrated with reference to Fig. 1 to Figure 13 Include following step of ligation：

Step one：The connection of colligation beam A：

Multiple standard knots of colligation beam A are attached, are constituted and concrete hollow block wall plate shape phase to be lifted Same colligation beam；

Step 2：Sliding block C can be slidably mounted on colligation beam A；

Chute C-6 can be slidably mounted on two cell body edges of channel-section steel A-1；

Step 3：By bundled piece B by colligation beam A together with concrete hollow block wall piece colligation；

Colligation beam is arranged on concrete hollow block wall piece, and concrete hollow block wall piece is sitting in the envelope of bundled piece B On plate B-2 and two collet B-1, shrouding B-2 is fixed on collet B-1 by latch B-3, one end of steel wire rope B-6 with hang Up around concrete hollow block wall piece and colligation beam after ear B-4 connections, then by turnbuckle B-7 and another hanger B-4 Connection, while the colligation elasticity of turnbuckle B-7 adjustment colligation beams and concrete hollow block wall piece；

Step 4：Connection equalizer bar 1 and colligation beam A；

Two lifting rope H of selection, two lifting rope H are connected between equalizer bar 1 and colligation beam A, and in equalizer bar 1 and are tied up Prick beam A slidable connections；

Step 5：Hoisting rope 2 is installed and is lifted；

The two ends of hoisting rope 2 are respectively and fixedly installed on equalizer bar 1, and the two ends of hoisting rope 2 are close to the end of equalizer bar 1 Portion, now prepares crane and is lifted.

Specific embodiment nine：Illustrate present embodiment with reference to Fig. 1, four the step of present embodiment in lifting rope H one End is connected with the sliding block C on colligation beam A, and the other end of lifting rope H is connected with the bottom of equalizer bar 1, and two lifting rope H of adjustment are in balance Position between beam 1 and colligation beam A.It is arranged such, is easy to provide a connection between equalizer bar and colligation beam.Other compositions It is identical with specific embodiment eight with annexation.

Specific embodiment ten：Balance in the step of illustrating present embodiment, present embodiment with reference to Fig. 1 and Fig. 8 four Lifting rope H between beam 1 and colligation beam A is located in the guiding tube A-6 on colligation beam A, and guiding tube A-6 can be slidably mounted at guiding tube On slideway A-7.It is arranged such, the setting of guiding tube A-6：The pipe is made of plastic tube, in order to be shelved on colligation beam, at it One sleeve pipe in expansion footpath of the upper end soldering of bar, to allow guiding tube to be placed on colligation beam.Support the dress of guiding tube Two sections of parallel rebars of a diameter of 4mm are set to, the reinforcement welding is on the ribbed stiffener of colligation beam.Other composition and annexation and Specific embodiment nine is identical.

The connecting plate A-5 of present embodiment is provided with multiple assembly holes.It is easy to be attached between adjacent standard knot.

Multiple sliding block location holes are offered on two channel-section steel A-1 of present embodiment.It is easy in actual hoisting process, Anti- limited slip block is slided, and is inserted into sliding block location hole by alignment pin, it is ensured that the smooth trouble free service of lifting.

Concrete hollow block wall piece be by building-block by mortar joint mortar bonding together, it is the tension of mortar, anti- Cut intensity not high, therefore in addition to vertical load is born, hollow block wall globality is not strong.Implement to its lifting, it is necessary to protect Its safety in hoisting process is demonstrate,proved, is not scattered, the phenomenon such as building block comes off.The utility model is tied up by being set at the top of wall piece It is Zha Liang, with steel wire rope that wall piece is solid from bottom colligation, colligation beam need to only be sling in lifting, by colligation beam by whole wall piece Sling from bottom.

In order to complete to lift, wear muscle, colligation, there are following technical requirements to colligation beam：1) sliding block for being provided with lifting hole(eyelet) is provided Slip, location condition；2) hanging point of suspension reinforcing bar guiding tube is provided；3) position of steel wire rope colligation is provided and avoids steel wire rope from pressing against Disconnected chamfering；4) bearing capacity that wall piece is sling is provided；5) the gage mark that can quickly measure is provided；6) it is disassembled, can group Conjunction is used, and the technical requirements of different specification size are met with regularization product.

Specific practice is constructed：The section of colligation beam such as Fig. 3-Fig. 8.

(1) it is made up of face-to-face two channel-section steels, two channel-section steel web distances are 190mm, is just plan lifting blockwork Thickness.

(2) it is connected by horizontal ribbed stiffener (ribs A-2 i.e. of the present utility model), and ribbed stiffener is half channel-section steel Highly, be for colligation beam sliding block installation and use headspace.Two steel of a diameter of 4mm of longitudinal direction are set on ribbed stiffener Muscle, the guiding tube of reinforcing bar is worn for placing.Rib spacing of putting more energy into 400mm, its position, in same position, is kept away with building-block cross rib Exempt from additionally to take up room.

(3) two channel-section steel tops set round steel pipe A-4, and round steel pipe A-4 is longitudinally disposed along colligation beam, and it is steel wire that its effect is The contact restricted with channel-section steel provides a fillet surface, it is to avoid sharp channel-section steel presses against disconnected steel wire rope.

(4) channel-section steel has opened up part circular hole, and in the case where rigidity meets, bearing capacity has more than needed, therefore is balanced for reducing The weight of beam.

The top flange of (5) two channel-section steels, forms the slideway of sliding block, and the sliding block is set to set suspension centre.

(6) end of colligation beam is the thick connecting plates of 10mm, there is 4 circular holes of 15mm above, can be by the bolt reality of M14 Existing colligation beam section and the connection of colligation beam section, the required L-shaped of composition, T-shaped, Z-shaped etc..

(7) it is binding device is carried out colligation in the wall piece not high to upper table surface evenness, can be in two, colligation beam bottom groove Steel flange surfaces paste one layer of rubber, to adjust the pressure of equalizer bar, it is to avoid produce larger pressure to answer local raised wall piece Power.

The binding method of colligation beam：

1) sliding block is installed on colligation beam, being lifted into colligation beam with suspension hook on the wall piece for intending lifting (typically now needs Sliding block is pulled down, the lifting of other colligation beams is carried out)；

2) according to the steel-bar arrangement situation of layout design, reinforcing bar guiding tube is inserted into colligation beam through the space of colligation beam Under blockwork piece hole in；

3) wall piece is carried out into multiple spot colligation with steel wire rope, at least each colligation point in general each suspension centre both sides；

4) sliding block is installed on colligation beam (sliding block during lifting has been removed)；

5) sliding block is moved into design attitude, inserts alignment pin；

6) lifting next step is carried out, sliding block is connected with lifting steel chain, prepare lifting.

Colligation beam of the present utility model has the following advantages that：1. under conditions of minimal clearance, realize empty to concrete The safe colligation of heart blockwork piece, closure colligation is formd to wall piece.2. providing can freely set the condition of suspension centre, by cunning Block it is slidably and fixed, accurately wall piece can be lifted.3. condition is shelved there is provided the guiding tube for wearing reinforcing bar, So that guiding tube can be both hung on colligation beam, there can be very big free activity space again, be easy to interspersed guiding tube.4. can group Dress, splicing, various shapes are constituted by several simple parts, are met the sizing production of product and are used multifarious requirement.

The sliding block of present embodiment：

Different wall piece position of centre of gravitys is different, when colligation beam wall piece various sizes of by combined hanging, it is necessary to not With position on sling colligation beam.In order to realize the alterable of the suspension centre, realized using special sliding block.

Sliding block meets following technical requirements：1) lifting hole(eyelet) is provided with, to be sling by suspension hook；2) can be slided along colligation beam It is dynamic, supported oneself from Liang Shangke；3) wall piece can be sling by colligation beam；4) can be fixed certain position on colligation beam, no Moved during lifting；5) can dismantle or install from colligation beam.

Sliding block is as shown in Figure 9.To reduce size and the deadweight of instrument, sliding block is formed using Q345 steel turnning and millings, and sliding block is carried Plate 160mm long (detailing requiments must be ridden on the channel-section steel of colligation beam), 40mm (punching and itself stable requirement) wide.Sliding block needs Rotate to an angle the slideway (its length more than colligation beam slideway, it is necessary to ride over thereon with power transmission) of colligation beam of being allowed for access.It is fixed Position plate length is identical with loading plate, and the location hole of a diameter of 10mm is provided with above, and the position placed needed for sliding block is found when using, The location hole (spacing 2cm) on the location hole above it and colligation beam is set vertically to go up insertion, then by the spacing of a diameter of 10mm Pin is inserted along this insertion hole.The hole for hoist of a diameter of 20mm is provided with above colligation beam sliding block, by U rows card and hoisting rope Connection.

The application method of sliding block：

1) by its length direction along colligation beam axial direction, make its slideway same with the top flange of colligation beam channel-section steel high；

2) angle is rotated by 90 °, sliding block is shelved on colligation beam；

3) position by it required for being moved to along slideway (determines according to calculating, is determined according to the dimension mark of colligation beam Position), the location hole on its location-plate is overlapped with the location hole on colligation beam；

4) by two alignment pins insertion location holes.Next step connects it with lifting steel chain by U-shaped card.

The advantage of sliding block：

1) by slidably, orientable construction way, provided to position different suspension centres on same colligation beam May；

2) integrate carrying, movement, positioning function, holding in lifting is realized in colligation beam narrow space and is opened Under effect；

3) three parts (loading plate, location-plate, hanger), three constructions (slideway is formed by loading plate and location-plate), realities Existing four functions：Lifting, carrying, positioning, slip.

Bundled piece B：When wall piece is in place, it passes through horizontal mortar joint and is connected with flooring.By design requirement, gray seam thickness is 1cm, This requires the device of colligation wall piece in wall bottom Partial Height no more than 1cm.The general diameter of steel wire rope of colligation wall piece exists 11mm or so, even if so abrasion when not considering it directly using its colligation, pressing against disconnected, its size have also exceeded wall bottom and reserve Space, it will be crushed on wall bottom and can't pump out.Met using bearing capacity and slim instrument is forced selection.Simply Done thin, it will so that planar dimension is larger, can be made troubles to other operations.

Such as Figure 11 and Figure 12, requirement can be met using the steel member that 6cm is wide, 7mm is thick.Steel wire rope regulation shown in Figure 13 Device uses ready-made product, is ratchet wheel type tightener.

The application method of bundled piece B：

(1) two collets are connected with steel wire rope and adjuster respectively, steel wire rope is needed from colligation beam around getting off；

(2) two collets should ensure that whole plate part is entirely insertable respectively from insertion wall piece bottom, two collets should Corresponding to same position；

(3) keep latch to be in the top of zone of action, that is, ensure unimpeded at shrouding insert port；

(4) shrouding is inserted from one end, and is inserted into bottom；

(5) latch is fallen, securely be limited on collet shrouding through the location hole on shrouding by the latch, so that Two collets and the shrouding is set to form one, whole binding device forms one and closes by steel wire rope, adjuster, collet, shrouding Binding device, complete preservation is formed to wall piece.

(6) tensioning of wall piece colligation, using ratchet wheel type tightener, the device outsourcing is ready-made product.

The advantage of bundled piece B：

(1) within thickness 1cm, a bearing for colligation wall piece is formed, realizes that the wall piece of logarithm ton weight is hung Dress；

(2) device forms closing device, i.e., coordinate with steel wire rope (and adjuster), with a tie system for closure Colligation is carried out to wall piece so that whole binding device has the security of height；

(3) device is disassembled in plate form, after achievable wall piece enters position, the device is removed, and is circulated as instrument Use；

(4) device is with collet as bearing carrier, with plate as protector, so that plate (and anchor) can do Obtain smaller.

Although the utility model is disclosed above with preferred embodiment, but it is not limited to of the present utility model, sheet Art personnel can also do other changes in the utility model spirit, and be applied to the NM neck of the utility model In domain, certainly, these should all be included in the utility model model required for protection according to the change that the utility model spirit is done In enclosing.

Claims (10)

1. a kind of glomeration building concrete hollow block wall piece banding system, it is characterised in that：It includes colligation beam (A), multiple Bundled piece (B), sliding block (C), equalizer bar (1) and hoisting rope (2), colligation beam (A) pass through multiple bundled piece (B) colligations in wall piece (3) on, equalizer bar (1) between the top of colligation beam (A) and equalizer bar (1) and colligation beam (A) by it is vertical hang hang Rope (H) connection, lifting rope (H) equal slidable connection between equalizer bar (1) and colligation beam (A), one end of hoisting rope (2) is connected to The side of colligation beam (A), the other end of hoisting rope (2) is connected to the opposite side of colligation beam (A), hoisting rope (2) and colligation beam (A) Junction by sliding block (C) slidable connection, two ends and the link position of equalizer bar (1) of hoisting rope (2) are fixed, equalizer bar (1) it is girder steel.

2. a kind of glomeration building concrete hollow block wall piece banding system according to claim 1, it is characterised in that：Colligation Beam (A) includes in-line colligation beam, L-shaped colligation beam, zigzag colligation beam or the T-shaped colligation beam that multiple standard knots are formed by connecting, many It is detachably connected by bolt between individual standard knot.

3. a kind of glomeration building concrete hollow block wall piece banding system according to claim 2, it is characterised in that：Standard Section includes that two channel-section steels (A-1), two reinforcing bars (A-3), two round steel pipes (A-4), many ribs (A-2) and at least one connect Fishplate bar (A-5), the openend of two channel-section steels (A-1) is oppositely arranged, and by being vertically mounted on two between two channel-section steels (A-1) Many ribs (A-2) connection in the groove of channel-section steel (A-1), two reinforcing bars (A-3) are parallel to two length sides of channel-section steel (A-1) To on many ribs (A-2) being fixedly mounted in two channel-section steels (A-1), two round steel pipes (A-4) are fixedly mounted on two The upper end of channel-section steel (A-1) is simultaneously close to corner, and two two ends of channel-section steel (A-1) are at least connected with a connecting plate (A-5), two Multiple weight saving holes are opened up on channel-section steel (A-1).

4. a kind of glomeration building concrete hollow block wall piece banding system according to claim 3, it is characterised in that：Colligation Beam (A) also includes guiding tube (A-6) and two guiding tube slideways (A-7), and two guiding tube slideways (A-7) are parallel to two channel-section steels (A-1) and on many ribs (A-2), one end of guiding tube (A-6) slidably and is removably mounted at two guiding On pipe slideway (A-7), and the other end of guiding tube (A-6) stretches out two channel-section steels (A-1).

5. a kind of glomeration building concrete hollow block wall piece banding system according to claim 4, it is characterised in that：Sliding block (C) loading plate (C-1), location-plate (C-2) and lifting plate (C-3) are included, location-plate (C-2) and loading plate (C-1) are from top to bottom It is sequentially connected and two ends of location-plate (C-2) and two ends of loading plate (C-1) is equipped with chute (C-6), lifts plate (C-3) upper end of location-plate (C-2) is vertically installed at, the location-plate (C-2) and loading plate (C-1) of plate (C-3) both sides is lifted Location hole (C-4) is offered, hole for hoist (C-5), chute (C-6) and two grooves of channel-section steel (A-1) are offered in lifting plate (C-3) Body boundary slip is connected.

6. a kind of glomeration building concrete hollow block wall piece banding system according to claim 5, it is characterised in that：Binding Part (B) includes steel wire rope (B-6), shrouding (B-2), two collets (B-1), two latches (B-3) and two hangers (B-4),

Two collets (B-1) include horizonal base plate and vertical plate, and fluted (B-5) is opened up on horizonal base plate, and vertical plate is vertical It is arranged on horizonal base plate in groove (B-5), the two ends of shrouding (B-2) are separately mounted to two horizonal base plates of collet (B-1) On groove (B-5) in, two latches (B-3) are separately mounted to the lateral surface bottom of vertical plate and are inserted through shrouding (B-2) On horizonal base plate, two hangers (B-4) are separately mounted to the lateral surface top of vertical plate, the two ends difference of steel wire rope (B-6) It is connected with a hanger (B-4).

7. a kind of glomeration building concrete hollow block wall piece banding system according to claim 6, it is characterised in that：Binding Part (B) also includes turnbuckle (B-7), and turnbuckle (B-7) is arranged on one end and one of hanger (B-4) of steel wire rope (B-6) Between.

8. a kind of glomeration building concrete hollow block wall piece banding system according to claim 1, it is characterised in that：Binding The quantity of part (B) is 2 to 10.

9. a kind of glomeration building concrete hollow block wall piece banding system according to claim 3, it is characterised in that：Connection Plate (A-5) is provided with multiple assembly holes.

10. a kind of glomeration building concrete hollow block wall piece banding system according to claim 9, it is characterised in that：Two Multiple sliding block location holes are offered on individual channel-section steel (A-1).