CN208122041U - A kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system - Google Patents

Abstract

The utility model discloses a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system systems, including the second concrete layer, the side of second concrete layer is equipped with attachment device, the side of the attachment device is fixed with casing, and one end of casing through the second concrete layer and extends to the second concrete layer other side, the side of second concrete layer is equipped with the first screed-coat, the side of described sleeve pipe is equipped with groove, threaded rod is fixed on one end side wall in the groove, the threaded rod is equipped with opening, sliding sleeve is connected to mobile bar in the opening, the both ends of the mobile bar are respectively and fixedly provided with two the second connecting rods being parallel to each other, and two second connecting rods of the same side are one group.The utility model realizes the function of facilitating and carry out disassembly support rod, does not need to destroy wall, the integrality of the wall of guarantee, to ensure that the quality of wall, facilitates extraction support rod, can repeat using reducing the waste of material.

Description

A kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system

Technical field

The utility model relates to shear wall self-heat conserving technical field more particularly to a kind of IPS Cast-in-place concrete shear wall self-heat conservings Architecture system.

Background technique

Cast-in-place shear wall structure exterior-wall heat insulation construction quality relationship is to building energy conservation environment protecting, due to exterior insulation energy Enough effectively to avoid cold-heat bridge effect, heat insulation effect is clearly higher than inside holding, therefore, is used widely in recent years, IPS heat preservation Plate is the abbreviation of EPS single-side steel wire mesh frame plate, it is the zinc-coated wire mesh sheet of the tectonism by single side and the plating for penetrating EPS sheet Zinc steel wire (hereinafter referred to as " abdomen silk ") is kept the temperature by automated production wire bonding, and by the three-dimensional space rack of boundary mortar cladding Plate, traditional exterior-wall heat insulation construction way are that patch paving insulation board is needed when being laid on the outside of masonry after the completion of outer walling Plastic tube is injected in wall, steel pipe is then injected in plastic tube, is played a supporting role, and after the completion of use, steel pipe is dug Out, it reuses, but while digging out steel pipe, wall can be gone out and cause to damage, or even influence wall quality, for this purpose, we A kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system is proposed to solve the above problems.

Utility model content

Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of IPS Cast-in-place concrete proposed Shear wall structure of self-heat preservation system system.

To achieve the goals above, the utility model uses following technical solution：

A kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system, including the second concrete layer, second concrete The side of layer is equipped with attachment device, and the side of the attachment device is fixed with casing, and the second concrete is run through in one end of casing Layer simultaneously extends to the second concrete layer other side, and the side of second concrete layer is equipped with the first screed-coat, described sleeve pipe Side is equipped with groove, and threaded rod is fixed on one end side wall in the groove, and the threaded rod is equipped with opening, the opening Interior sliding sleeve is connected to mobile bar, and the both ends of the mobile bar are respectively and fixedly provided with two the second connecting rods being parallel to each other, and the same side Two the second connecting rods be one group, one end of same group of two the second connecting rods is fixed with sliding block jointly, in the groove Sliding slot is equipped in opposing sidewalls, and sliding slot and sliding block correspond, and sliding block is mounted in sliding slot, the side of the sliding block is equal It is rotatably connected to first connecting rod, clamping plate is rotatably connected in the opposing sidewalls in the groove, and clamping plate is located at cunning The side of slot, one end of the first connecting rod are rotatably connected on the side of clamping plate, and screw thread is socketed with support on the threaded rod Bar, and support rod is located between two clamping plates, the other side of second concrete layer are equipped with insulating layer, and the one of the insulating layer Side is equipped with the first concrete layer, is equidistantly equipped with multiple locating pieces in first concrete layer, and the side of locating piece is fixed It is connected to the side of insulating layer, one end of described sleeve pipe through insulating layer and the first concrete layer and extends to the first concrete layer Side, the side of first concrete layer is equipped with the second screed-coat, and the side of second screed-coat is equipped with finish coat.

Preferably, the attachment device includes two inserted links being parallel to each other that the second concrete layer side is arranged in, and two One end of a inserted link is run through the second concrete layer and is extended in the first screed-coat, and common fixing sleeve is connected to solid on two inserted links Fixed board, and one end of casing is fixedly connected on the side of fixed plate.

Preferably, described sleeve pipe is made of PVC material.

Preferably, the support rod is made of carbon steel material.

Preferably, the insulating layer uses IPS plate.

Preferably, the opposite side of two clamping plates is equipped with anti-skid chequer.

In the utility model, in use, being inserted into two inserted links on the second concrete layer, it is fixed between two inserted links Fixed board is fixed with casing in fixed plate, and support rod is injected in casing and screw togather threaded rod, support rod is mobile to push movable block Mobile, movable block is mobile to drive the second connecting rod mobile, and the mobile band movable slider of the second connecting rod is mobile, and sliding block is mobile to drive first Connecting rod is mobile, and first connecting rod drives clamping plate rotation, and clamping plate clamping brace bar is completed to carry out stablizing support when using Afterwards, rotary supporting rod is sealed filling heat preservation material in groove to removing support rod from groove, due to will be Both sides of the insulation board pours the concrete of not uniform thickness simultaneously, and general relatively thin side is 50mm, and thicker side is 100mm-220mm, and reinforcing bar Spacing is small, can not vibrate, thus when constructing by placing cushion block special by certain spacing, using fine aggregate from close property coagulation Soil, control two sides concreting height difference and the measures such as a little are poured, to control the offset that insulation board is generated by lateral pressure, to reach To IPS cast-in-place concrete pouring quality and section thickness requirement, first floor IPS composite shear wall, filling wall and foundation ring girder or The vertical junction of lower layer's wall, in advance by design drawing and related atlas requirement, on the outside at the steel bar welding net in concrete and The steel bar stress position of inside concrete, which is stayed, sets vertical overlap joint additional bar, and IPS composite shear wall, filling wall are in floor position The vertical junction set, the welded steel fabric in the concrete of outside can directly stretch out floor 200mm and be overlapped, can also add and take Connect reinforcing bar, overlap joint reinforcing bar should before IPS network frame plate is installed binding on IPS network frame plate top, for guarantee additional bar position and Spacing, can the level of end binding at an upper portion thereof be fixed temporarily reinforcing bar, the vertical transport of IPS network frame plate construction site can use The mode of tower crane lifting carries out in order according to the number of its position, when monolithic lifts, should add the lumps of wood or take other Measure, to prevent the deformation of steel bar welding net, the installation of IPS network frame plate should carry out in a manner of by a closing, sequential connection, gentlier IPS network frame plate artificial mode can be used directly install in place, the biggish IPS network frame plate of weight can be direct in vertical lifting In place, the fine tuning after IPS network frame plate is in place should pad the lumps of wood on insulation board, then be tapped with iron hammer, must not directly agitate or Bar frame is struck, after the installation of IPS network frame plate is in place, its vertical straight degree is coped with and measures and rectify a deviation, then taken using steel pipe If interim retaining frame, to guarantee the stability of IPS network frame plate, the installation of IPS network frame plate is in place, be fixed temporarily after, should immediately and wall And the regular reinforcement of sleeper carries out binding and fixing, the connection between IPS network frame plate should be required according to construction drawing and related atlas, It is carried out using additional bar binding, overlap joint same specification welded mesh two ways, for the net cross-sectional area for guaranteeing concrete, outside The overlap joint of (the relatively thin side of concrete) steel bar welding net must use IPS special steel wire mesh sheet, and method progress, IPS net should be taken using button After frame plate installation is fixed and carries out reinforcing bar connection, the laying that can carry out spool, chamber and built-in fitting in wall is fixed, and is being constructed In the process, since thicker fulgurite or other pipelines needs vertically walk pipe or other reasons along wall, when steel bar welding net need to be cut, It should be overlapped and be repaired in truncated position with same specification steel bar welding net after stringing, the lap of splice should meet related specification requirement, tie up Tying point number is no less than a quarter of grid number, while pipelining, should require on IPS network frame plate according to arrangement and method for construction Spacing installation customization cushion block, after the installation is completed, reply includes IPS network frame plate, regular reinforcement, pipelining, cushion block to IPS network frame plate Installation etc. carries out acceptance of concealed work, and through-wall bolt hole should be by outdoor side perforating in template, and outdoor side template bottom, which should be stayed, sets height Cleanout is spent, the insulation board fragment in template is cleaned up and blocked cleanout, IPS with dust catcher after through-wall bolt is fixed Cast-in-place concrete network frame plate should be poured using self-compacting concrete, other walls and building can be used normal concrete and pour It builds, when two kinds of concrete can be used being poured, should first pour normal concrete, then pour IPS composite shear wall, filling again The self-compacting concrete of wall should block bolt hole after form removable, and blocking bolt hole should first insert and insulation board uniform thickness Thermal insulation material, then hole both ends are tamped with dry mortar or pea gravel concreten, the utility model, which realizes, facilitates progress The function of dismantling support rod, does not need to destroy wall, the integrality of the wall of guarantee, to ensure that the matter of wall Amount, facilitates extraction support rod, can repeat using reducing the waste of material.

Detailed description of the invention

Fig. 1 be the utility model proposes a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system inside pipe casing Structural schematic diagram；

Fig. 2 be the utility model proposes a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system the second coagulation Soil layer construction schematic diagram；

Fig. 3 be the utility model proposes a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system A at structure put Big figure.

In figure：1 first concrete layer, 2 insulating layers, 3 locating pieces, 4 second concrete layers, 5 casings, 6 grooves, 7 support rods, 8 first screed-coats, 9 finish coats, 10 second screed-coats, 11 inserted links, 12 fixed plates, 13 clamping plates, 14 first connecting rods, 15 sliding slots, 16 sliding blocks, 17 threaded rods, 18 openings, 19 movable blocks, 20 second connecting rods.

Specific embodiment

The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.

Referring to Fig.1-3, a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system, including the second concrete layer 4, the The side of two concrete layers 4 is equipped with attachment device, is conveniently attached casing 5, and the side of attachment device is fixed with casing 5, and One end of casing 5 is through the second concrete layer 4 and extends to 4 other side of the second concrete layer, facilitates insertion support rod 7, carries out Stablize support, the side of the second concrete layer 4 is equipped with the first screed-coat 8, and progress is levelling, and the side of casing 5 is equipped with groove 6, recessed Threaded rod 17 is fixed on one end side wall in slot 6, threaded rod 17 is equipped with opening 18, and sliding sleeve is connected to mobile bar in opening 18 19, mobile bar 19 is moved along 18 directions of opening, and the both ends of mobile bar 19 are respectively and fixedly provided with two the second connecting rods 20 being parallel to each other, Mobile bar 19 drives the second connecting rod 20 mobile, and two second connecting rods 20 of the same side are one group, and two of same group the One end of two connecting rods 20 is fixed with sliding block 16 jointly, and the second connecting rod 20 is mobile with movable slider 16, in groove 6 in opposing sidewalls It is equipped with sliding slot 15, and sliding slot 15 and sliding block 16 correspond, and sliding block 16 is mounted in sliding slot 15, sliding block 16 is in sliding slot 15 Mobile, the side of sliding block 16 is rotatably connected to first connecting rod 14, and sliding block 16 is mobile to drive first connecting rod 14 mobile, groove Clamping plate 13 is rotatably connected in opposing sidewalls in 6, and clamping plate 13 is located at the side of sliding slot 15, first connecting rod 14 One end is rotatably connected on the side of clamping plate 13, and first connecting rod 14 drives clamping plate 13 to rotate, and screw thread is socketed with branch on threaded rod 17 Strut 7, one end of support rod 7 screws togather threaded rod 17, and support rod 7 is located between two clamping plates 13, and support rod 7 is mobile to push away Dynamic movable block 19 is mobile, and movable block 19 is mobile to drive the second connecting rod 20 mobile, and the mobile band movable slider 16 of the second connecting rod 20 moves Dynamic, sliding block 16 is mobile to drive first connecting rod 14 mobile, and first connecting rod 14 drives clamping plate 13 to rotate, 13 clamping brace bar of clamping plate 7 to carry out stablizing support, and after the completion of use, rotary supporting rod 7, so that support rod 7 be removed from groove 6, second is mixed The other side of solidifying soil layer 4 is equipped with insulating layer 2, is kept the temperature, and the side of insulating layer 2 is equipped with the first concrete layer 1, the first concrete Multiple locating pieces 3 are equidistantly equipped in layer 1, and the side of locating piece 3 is fixedly connected on the side of insulating layer 2, one end of casing 5 Through insulating layer 2 and the first concrete layer 1 and the side for extending to the first concrete layer 1, the side of the first concrete layer 1 is equipped with Second screed-coat 10, progress is levelling, and the side of the second screed-coat 10 is equipped with finish coat 9, convenient-laying.

In the utility model, attachment device includes two inserted links being parallel to each other that 4 side of the second concrete layer is arranged in 11, one end of two inserted links 11 is run through the second concrete layer 4 and is extended in the first screed-coat 8, stablizes and fixes, two inserted links Common fixing sleeve is connected to fixed plate 12 on 11, and one end of casing 5 is fixedly connected on the side of fixed plate 12, facilitates and is consolidated Fixed, casing 5 is made of PVC material, is easy to use, waterproof and anticorrosion, and support rod 7 is made of carbon steel material, durable, Insulating layer 2 uses IPS plate, and IPS insulation board, i.e. steel wire net rack thermal-insulating board belong to one kind of New Building Materials, primarily serve guarantor Temperature function is shortened the construction period, reduces cost, while long service life, will not go out, it can be achieved that building heat preservation is really integrated with structure Show hollowing, cracking, seep water, fall off and other issues, the opposite side of two clamping plates 13 is equipped with anti-skid chequer, is conveniently clamped Support rod 7.

In the utility model, in use, two inserted links 11 are inserted on the second concrete layer 4, it is solid between two inserted links 11 Surely there is fixed plate 12, casing 5 is fixed in fixed plate 12, support rod 7 is injected in casing 5 and screws togather threaded rod 17, support rod 7 moves Dynamic to push movable block 19 mobile, the second connecting rod 20 of mobile drive of movable block 19 is mobile, and the second connecting rod 20 is mobile to be driven Sliding block 16 is mobile, and sliding block 16 is mobile to drive first connecting rod 14 mobile, and first connecting rod 14 drives clamping plate 13 to rotate, and clamping plate 13 presss from both sides Compact schemes bar 7 is to carry out stablizing support, after the completion of use, rotary supporting rod 7, so that support rod 7 be moved from groove 6 Out, filling heat preservation material in groove 6 is sealed, due to pour the concrete of not uniform thickness simultaneously in both sides of the insulation board, one As relatively thin side be 50mm, thicker side is 100mm-220mm, and bar spacing is small, can not vibrate, therefore by by certain when constructing Spacing place cushion block special, a little etc. arranged using fine aggregate automatic close concrete, control two sides concreting height difference and pouring It applies, to control the offset that insulation board is generated by lateral pressure, to reach IPS cast-in-place concrete pouring quality and section thickness is wanted Ask, in first floor IPS composite shear wall, filling wall and foundation ring girder or the vertical junction of lower layer's wall, press in advance design drawing and Related atlas requirement, at the steel bar welding net in the concrete and steel bar stress position of inside concrete, which is stayed, on the outside sets vertical take It connects with additional bar, the steel bar welding of IPS composite shear wall, filling wall in the vertical junction of floor location, outside concrete It connects net and can directly stretch out floor 200mm and overlapped, overlap joint reinforcing bar can also be added, overlap joint reinforcing bar should be before the installation of IPS network frame plate Binding is on IPS network frame plate top, for position and the spacing for guaranteeing additional bar, can the level of end binding at an upper portion thereof be fixed temporarily Reinforcing bar, the vertical transport of IPS network frame plate construction site can be pressed by the way of tower crane lifting according to the number of its position Sequence carries out, and when monolithic lifts, should add the lumps of wood or take other measures, to prevent the deformation of steel bar welding net, IPS network frame plate Installation should carry out in a manner of by a closing, sequential connection, and artificial mode can be used in lighter IPS network frame plate directly pacifies in place Dress, the biggish IPS network frame plate of weight can be directly in place in vertical lifting, and the fine tuning after IPS network frame plate is in place should be in insulation board The lumps of wood on upper pad, is then tapped with iron hammer, directly must not agitate or strike bar frame, after the installation of IPS network frame plate is in place, reply Its vertical straight degree measures and rectifies a deviation, and then interim retaining frame is set up using steel pipe, to guarantee the stability of IPS network frame plate, IPS Network frame plate installation is in place, be fixed temporarily after, binding and fixing, IPS network frame plate should be carried out with the regular reinforcement of wall and sleeper immediately Between connection should be according to construction drawing and the requirement of related atlas, using additional bar binding, two kinds of same specification welded mesh of overlap joint Mode carries out, and for the net cross-sectional area for guaranteeing concrete, the overlap joint of outside (the relatively thin side of concrete) steel bar welding net must use IPS Special steel wire mesh sheet, and method should be taken using button and carried out, after the installation of IPS network frame plate is fixed and carries out reinforcing bar connection, wall can be carried out The laying of spool, chamber and built-in fitting is fixed in body, in the construction process, since thicker fulgurite or other pipelines are needed along wall Vertically walking pipe or other reasons should be after stringing, with same specification steel bar welding net in truncated position when need to cut steel bar welding net Overlap joint repairing, the lap of splice should meet related specification requirement, and binding points are no less than a quarter of grid number, pipelining Meanwhile the spacing installation customization cushion block that should be required on IPS network frame plate according to arrangement and method for construction, IPS network frame plate after the installation is completed, are answered Acceptance of concealed work, through-wall bolt hole in template are carried out to including IPS network frame plate, regular reinforcement, pipelining, cushion block installation etc. Should be by outdoor side perforating, outdoor side template bottom, which should be stayed, sets height cleanout, with dust catcher by template after through-wall bolt is fixed Interior insulation board fragment cleans up and blocks cleanout, and IPS cast-in-place concrete network frame plate should be carried out using self-compacting concrete It pours, other walls and building can be used normal concrete and pour, and when two kinds of concrete can be used being poured, should first pour general Logical concrete, the self-compacting concrete for then pouring IPS composite shear wall again, filling wall, coped with after form removable bolt hole into Row blocks, and the thermal insulation material with insulation board uniform thickness should first be inserted by blocking bolt hole, then will with dry mortar or pea gravel concreten It tamps at hole both ends.

More than, the only preferable specific embodiment of the utility model, but the protection scope of the utility model is not limited to In this, anyone skilled in the art within the technical scope disclosed by the utility model, according to the utility model Technical solution and its utility model design be subject to equivalent substitution or change, should all cover the protection scope of the utility model it It is interior.

Claims (6)

1. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system, including the second concrete layer (4), which is characterized in that institute The side for stating the second concrete layer (4) is equipped with attachment device, and the side of the attachment device is fixed with casing (5), and casing (5) One end through the second concrete layer (4) and extending to the second concrete layer (4) other side, second concrete layer (4) Side is equipped with the first screed-coat (8), and the side of described sleeve pipe (5) is equipped with groove (6), on one end side wall in the groove (6) It is fixed with threaded rod (17), the threaded rod (17) is equipped with opening (18), and described opening (18) interior sliding sleeve is connected to mobile bar (19), the both ends of the mobile bar (19) are respectively and fixedly provided with two the second connecting rods (20) being parallel to each other, and two of the same side Second connecting rod (20) is one group, and one end of same group of two the second connecting rods (20) is fixed with sliding block (16) jointly, described It is equipped with sliding slot (15) in groove (6) interior opposing sidewalls, and sliding slot (15) and sliding block (16) correspond, and sliding block (16) is installed In sliding slot (15), the side of the sliding block (16) is rotatably connected to first connecting rod (14), opposite in the groove (6) It is rotatably connected on side wall clamping plate (13), and clamping plate (13) is located at the side of sliding slot (15), the first connecting rod (14) one end is rotatably connected on the side of clamping plate (13), and screw thread is socketed with support rod (7) on the threaded rod (17), and supports Bar (7) is located between two clamping plates (13), and the other side of second concrete layer (4) is equipped with insulating layer (2), the insulating layer (2) side is equipped with the first concrete layer (1), is equidistantly equipped with multiple locating pieces (3) in first concrete layer (1), and The side of locating piece (3) is fixedly connected on the side of insulating layer (2), and insulating layer (2) and first are run through in one end of described sleeve pipe (5) Concrete layer (1) and the side for extending to the first concrete layer (1), the side of first concrete layer (1) are equipped with second and look for The side of leveling (10), second screed-coat (10) is equipped with finish coat (9).

2. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system according to claim 1, which is characterized in that institute Stating attachment device includes two inserted links (11) that are parallel to each other of the setting in the second concrete layer (4) side, two inserted links (11) One end run through the second concrete layer (4) and extend in the first screed-coat (8), be fixedly attached jointly on two inserted links (11) Have fixed plate (12), and one end of casing (5) is fixedly connected on the side of fixed plate (12).

3. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system according to claim 1, which is characterized in that institute Casing (5) is stated to be made of PVC material.

4. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system according to claim 1, which is characterized in that institute Support rod (7) is stated to be made of carbon steel material.

5. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system according to claim 1, which is characterized in that institute Insulating layer (2) are stated using IPS plate.

6. a kind of IPS Cast-in-place concrete shear wall structure of self-heat preservation system system according to claim 1, which is characterized in that two The opposite side of a clamping plate (13) is equipped with anti-skid chequer.