CN116446566B - CL wall structure - Google Patents
CL wall structure Download PDFInfo
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- CN116446566B CN116446566B CN202310360592.7A CN202310360592A CN116446566B CN 116446566 B CN116446566 B CN 116446566B CN 202310360592 A CN202310360592 A CN 202310360592A CN 116446566 B CN116446566 B CN 116446566B
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- 230000002787 reinforcement Effects 0.000 claims abstract description 120
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 82
- 239000010959 steel Substances 0.000 claims abstract description 82
- 238000009413 insulation Methods 0.000 claims abstract description 41
- 230000000149 penetrating effect Effects 0.000 claims abstract description 10
- 230000000903 blocking effect Effects 0.000 claims abstract description 5
- 238000004321 preservation Methods 0.000 claims description 8
- 238000005266 casting Methods 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 17
- 230000008569 process Effects 0.000 description 13
- 230000003014 reinforcing effect Effects 0.000 description 10
- 238000010276 construction Methods 0.000 description 7
- 238000009415 formwork Methods 0.000 description 5
- 239000010410 layer Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 230000004048 modification Effects 0.000 description 4
- 238000012986 modification Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000011229 interlayer Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/18—Adjusting tools; Templates
- E04G21/1841—Means for positioning building parts or elements
- E04G21/185—Means for positioning building parts or elements for anchoring elements or elements to be incorporated in the structure
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a CL wall structure, which relates to the field of building construction and comprises an inner wall steel reinforcement framework and an outer wall steel reinforcement framework, wherein one ends of vertical steel bars of the inner wall steel reinforcement framework and the outer wall steel reinforcement framework are respectively fixed on a building connecting beam in a pre-buried mode, an insulation board is arranged between the inner wall steel reinforcement framework and the outer wall steel reinforcement framework in a penetrating mode, the bottom end of the insulation board is used for being abutted to the building connecting beam, the top end of the insulation board is connected with an anti-floating structure for blocking and adjusting the floating of the insulation board, the anti-floating structure is installed and connected at the top ends of the vertical steel bars of the inner wall steel reinforcement framework and the outer wall steel reinforcement framework and is connected with the vertical steel bars of the inner wall steel reinforcement framework and the outer wall steel reinforcement framework in an adjustable mode, and one side, deviating from each other, of the inner wall steel reinforcement framework and the outer wall steel reinforcement framework is connected with an adjusting structure for adjusting the insulation board.
Description
Technical Field
The invention relates to the field of building construction, in particular to a CL wall structure.
Background
The CL building structure is an integrated building structure system with a very front guard, and has the greatest advantage that heat is preserved and poured into a building structure interlayer, so to speak, a maintenance-free heat preservation structure system. In CL building wall structure construction, lay the heated board in wall body reinforcement cage to how to guarantee the heated board when pouring the concrete when the construction, with the parallel of the wall structure of pouring and avoid the heated board come-up in the concreting process, and then ensure the quality of the wall structure of pouring, be a problem that needs important consideration in the work progress.
Disclosure of Invention
The invention aims to provide a CL wall structure, which is designed to increase a structure for blocking an intermediate heat-insulating plate from floating upwards during construction and to adjust the heat-insulating plate at any time during pouring concrete so as to ensure the position of the heat-insulating plate and further ensure the quality of the poured wall structure.
The aim of the invention is realized by the following technical scheme:
the utility model provides a CL wall structure, includes interior wall steel reinforcement skeleton and outer wall steel reinforcement skeleton, the one end of the vertical reinforcing bar of interior wall steel reinforcement skeleton and outer wall steel reinforcement skeleton is pre-buried respectively to be fixed on the building tie-beam, wear to be equipped with the heated board in the middle of interior wall steel reinforcement skeleton and the outer wall steel reinforcement skeleton, the bottom of heated board is used for with building tie-beam looks butt, the top of heated board is provided with and is used for blockking the anti structure that floats of adjusting the heated board, anti structure erection joint is at the top of the vertical reinforcing bar of interior wall steel reinforcement skeleton and outer wall steel reinforcement skeleton and with the vertical reinforcing bar adjustable connection of interior wall steel reinforcement skeleton and outer wall steel reinforcement skeleton, one side that interior wall steel reinforcement skeleton and outer wall steel reinforcement skeleton deviate from each other is provided with and is connected with the adjusting structure that is used for adjusting the heated board.
Preferably, the anti-floating structure comprises an anti-floating plate, the top ends of the vertical steel bars of the inner wall steel bar framework and the outer wall steel bar framework respectively penetrate through the anti-floating plate, and the vertical steel bars of the inner wall steel bar framework and the outer wall steel bar framework are connected with the anti-floating plate through nuts;
the anti-floating plate is provided with a plurality of movable structures which are used for adjusting and limiting the heat-insulating plate.
Preferably, the movable structure comprises a movable bolt and a limiting clamping plate, one end of the movable bolt movably penetrates through the anti-floating plate, the end head of the movable bolt is rotatably connected with the limiting clamping plate through a bearing, and the limiting clamping plate is arranged between the inner wall reinforcement cage and the outer wall reinforcement cage and is used for clamping and limiting the heat-insulating plate.
Preferably, a plurality of locating holes are symmetrically formed in two sides of the anti-floating plate, locating rods penetrate through the locating holes, one ends of the locating rods penetrate through the locating holes and extend to the lower portion of the outer side wall of the heat-insulating plate, and one side face of each locating rod is bonded with the heat-insulating plate through transparent glue.
Preferably, the adjusting structure comprises adjusting plates, the adjusting plates are respectively connected with vertical steel bars of the inner wall steel bar framework and the outer wall steel bar framework through connecting sleeves, connecting rods are respectively arranged on the adjusting plates in a penetrating mode, one ends of the connecting rods can be rotatably adjusted, the connecting rods penetrate through the adjusting plates and are connected with supporting plates at the ends, and one ends, far away from the connecting rods, of the supporting plates are used for propping against the side walls of the heat insulation plates.
Preferably, one ends of the connecting rods, which are far away from the supporting plates, are respectively connected with connecting screws, and one ends of the connecting screws, which are far away from the connecting rods, respectively penetrate through side wall templates for supporting and retaining concrete for pouring the wall structure.
The beneficial effects of the invention are as follows: this wall structure can guarantee the quality of construction fashioned wall body, when this wall structure design, including interior wall reinforcement cage and outer wall reinforcement cage, the one end of the vertical reinforcing bar of interior wall reinforcement cage and outer wall reinforcement cage is pre-buried respectively to be fixed on the building tie-beam, and wear to be equipped with the heated board in the middle of interior wall reinforcement cage and outer wall reinforcement cage, the bottom of heated board is used for with building tie-beam looks butt, pass through concrete placement between interior wall reinforcement cage and outer wall reinforcement cage and with interior wall reinforcement cage and outer wall reinforcement cage integrated into one piece be whole wall structure, and when pouring concrete, in order to avoid the heated board come-up and because the asymmetry of pouring, cause the slope of heated board, so just be provided with the anti-floating structure that is used for blockking adjusting heated board come-up in the top of the vertical reinforcing bar of heated board that is provided with, anti-floating structure installs and connects at the top of the vertical reinforcing bar of interior wall reinforcement cage and outer wall reinforcement cage and the vertical reinforcing bar adjustable connection of interior wall reinforcement cage, be used for blockking the heated board through anti-floating structure, simultaneously, interior wall reinforcement cage and outer wall reinforcement cage one side deviate from setting up and be used for adjusting the heated board through adjusting the structure that adjusts the heated board, and then set up the heated board and be used for guaranteeing the heat preservation quality to be used for setting up the heated board.
Drawings
FIG. 1 is a schematic view of a CL wall structure according to the present invention;
FIG. 2 is an exploded view of a structural portion of a CL wall structure according to the present invention;
FIG. 3 is a schematic diagram of an anti-floating structure connection structure of a CL wall structure according to the present invention;
FIG. 4 is a schematic diagram of an explosion of a portion of an anti-floating structure of a CL wall structure according to the present invention;
FIG. 5 is a schematic view of an adjusting structure connection structure of a CL wall structure according to the present invention;
in the figure, 1-inner wall reinforcement cage, 2-outer wall reinforcement cage, 3-building connecting beam, 4-heated board, 5-anti-floating board, 6-regulating board, 51-movable bolt, 52-limiting clamping plate, 53-locating hole, 54-locating rod, 61-connecting rod, 62-supporting plate and 63-connecting screw.
Detailed Description
For the purpose of making the technical solution and advantages of the present invention more apparent, the present invention will be described in further detail with reference to the accompanying drawings and examples. It should be understood that the particular embodiments described herein are illustrative only and are not intended to limit the invention, i.e., the embodiments described are merely some, but not all, of the embodiments of the invention. The components of the embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the invention, as presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be made by a person skilled in the art without making any inventive effort, are intended to be within the scope of the present invention. It is noted that relational terms such as "first" and "second", and the like, are used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions.
Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising one … …" does not exclude the presence of other like elements in a process, method, article or apparatus that comprises the element.
As shown in fig. 1 to 5, a CL wall structure, CL wall structure is an integrated composite wall, and this application's wall structure can guarantee the quality of construction fashioned wall body, when this wall structure design, including interior wall reinforcement 1 and outer wall reinforcement 2, interior wall reinforcement 1 and the one end of the vertical reinforcement of outer wall reinforcement 2 are pre-buried fixed on building tie beam 3 respectively, and wear to be equipped with heated board 4 in the middle of interior wall reinforcement 1 and outer wall reinforcement 2, the bottom of heated board 4 is used for with building tie beam 3 looks butt, pour heated board 4 through concrete and be in interior wall reinforcement 1 and outer wall reinforcement 2 between and with interior wall reinforcement 1 and outer wall reinforcement 2 integrated into one piece be whole wall structure, and when pouring concrete, in order to avoid heated board 4 come-up and because the asymmetry of pouring, cause the slope of heated board 4, so just set up in the top of heated board 4 and be connected with the anti-floating structure that is used for blocking the vertical reinforcement of adjusting plate 4 come-up, and the anti-floating structure installation is connected at the vertical reinforcement 1 of interior wall reinforcement 1 and outer wall reinforcement 2 and the vertical reinforcement 1 is used for guaranteeing the two side of adjusting the heated board through adjusting the heated board, and the heated board is used for guaranteeing the setting up to be used for adjusting the heated board through adjusting the vertical reinforcement 1 and the vertical reinforcement 4 and the vertical wall structure of adjusting the inside wall reinforcement 4 is used for setting up and adjusting the two side of the vertical reinforcement 4 and is avoided.
Further, when the CL wall structure is specifically constructed, firstly, on the constructed building connecting beam 3 of the constructed building, according to the design requirement, the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 of the wall structure to be constructed are constructed on the building connecting beam 3, in order to ensure the whole construction quality, the vertical reinforcements of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 are embedded in the building connecting beam 3 and are integrally cast with the building connecting beam 3, and then other connecting structures of the wall structure are constructed. This wall structure has included including interior wall steel reinforcement skeleton 1 and outer wall steel reinforcement skeleton 2 on structural design, the one end of the vertical reinforcing bar of interior wall steel reinforcement skeleton 1 and outer wall steel reinforcement skeleton 2 is pre-buried respectively to be fixed on building tie-beam 3, wear to be equipped with heated board 4 in the middle of interior wall steel reinforcement skeleton 1 and the outer wall steel reinforcement skeleton 2, the bottom of heated board 4 is used for with building tie-beam 3 looks butt, the top of heated board 4 sets up and is connected with the anti structure that floats that is used for blockking adjusting heated board 4 come-up, anti structure installation connects on the top of the vertical reinforcing bar of interior wall steel reinforcement skeleton 1 and outer wall steel reinforcement skeleton 2 and with the vertical reinforcing bar adjustable connection of interior wall steel reinforcement skeleton 1 and outer wall steel reinforcement skeleton 2, one side that interior wall steel reinforcement skeleton 1 and outer wall steel reinforcement skeleton 2 deviate from each other is provided with the adjusting structure that is used for adjusting heated board 4. In the implementation, templates are respectively supported on the outer sides of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2, and then concrete is poured on the wall structure.
Further, in the process of erecting the formwork, as the wall structure is provided with the adjusting structures, and a plurality of adjusting structures for adjusting the heat insulation board 4 are respectively arranged on one side, away from each other, of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 of the wall structure, namely, on two sides of the wall structure, each adjusting structure comprises an adjusting plate 6, the adjusting plates 6 are respectively connected with the vertical reinforcements of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 through connecting sleeves, connecting rods 61 are respectively arranged on the adjusting plates 6 in a penetrating manner, one end of each connecting rod 61 rotatably penetrates through the adjusting plates 6, a supporting plate 62 is connected to one end of each connecting rod 62, and one end, away from each connecting rod 61, of each supporting plate 62 is used for propping against the side wall of the heat insulation board 4; meanwhile, one ends of the connecting rods 61 far away from the supporting plates 62 are respectively connected with connecting screws 63, and one ends of the connecting screws 63 far away from the connecting rods 61 respectively penetrate through side wall templates for supporting and retaining concrete of the pouring wall structure. Because of the design structure of the adjusting structure and the like, before the templates are erected, connecting sleeves of the adjusting structure designs are respectively sleeved on vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2, then the heat insulation board 4 passes through a channel reserved between the inner wall steel bar framework 1 and the outer wall steel bar framework 2, the heat insulation board 4 is installed between the inner wall steel bar framework 1 and the outer wall steel bar framework 2, and meanwhile, an anti-floating structure is constructed above the heat insulation board 4 and is respectively connected and positioned with the vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2. When the thermal insulation board is implemented, after the connecting sleeves are sleeved on the vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2, the relative positions of the adjusting plates 6 are adjusted by adjusting the positions of the connecting sleeves on the vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2, so that the vertical position of the thermal insulation board 4 is conveniently adjusted; in order to ensure the integrity of the heat insulation board 4 and the heat insulation effect, one end of the supporting board 62 of each adjusting structure is abutted against the side wall of the heat insulation board 4 to reduce perforation of the heat insulation board 4, and one end of the supporting board 62 far away from the heat insulation board 4 is rotatably connected with the adjusting board 6 through the connecting rod 61, so that the resistance during adjustment is reduced, and the connecting rod 61 is rotatably connected with the supporting board 62; after each adjusting structure is installed and adjusted, except the connecting screw 63, the insulation board 4 is limited and adjusted through the anti-floating structure.
Further, the anti-floating structure comprises an anti-floating plate 5, the top ends of the vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2 respectively penetrate through the anti-floating plate 5, and the vertical steel bars of the inner wall steel bar framework 1 and the outer wall steel bar framework 2 are connected with the anti-floating plate 5 through nuts; the anti-floating plate 5 is provided with a plurality of movable structures which are used for adjusting and limiting the heat-insulating plate 4; the movable structures comprise movable bolts 51 and limiting clamping plates 52, one ends of the movable bolts 51 movably penetrate through the anti-floating plates 5, the ends of the movable bolts are rotatably connected with the limiting clamping plates 52 through bearings, the limiting clamping plates 52 are arranged between the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2, and the limiting clamping plates 52 clamp and limit the heat-insulating plates 4; and, the both sides symmetry of anti floating plate 5 is provided with a plurality of locating holes 53, wears to be equipped with locating lever 54 in the locating hole 53, and locating lever 54's one end passes locating hole 53, extends to the lateral wall lower part of heated board 4 and locating lever 54 one side and heated board 4 through bonding with transparent adhesive tape. In this embodiment, the top ends of the vertical steel bars of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 are respectively penetrated through the anti-floating plates 5 of the anti-floating structure until the anti-floating plates 5 reach the designed and designated positions, then the openings of the limiting clamping plates 52 are aligned to the heat insulation plates 4, then the anti-floating plates 5 are properly moved downwards, the top ends of the heat insulation plates 4 are respectively placed in the openings of the limiting clamping plates 52, then the anti-floating plates 5 at the moment are fixed in a welding or bolting mode, the movable bolts 51 connected with the limiting clamping plates 52 are respectively adjusted to drive the limiting clamping plates 52 to relatively move downwards, the bottom ends of the heat insulation plates 4 are abutted against the building connecting beams 3, and accordingly, fewer gaps between the heat insulation plates 4 and the building connecting beams 3 are ensured, and the heat insulation effect of the wall structure is ensured. Meanwhile, the positioning rods 54 are in a vertical state by using a gravity mode (such as connecting a weight at the bottom end of the positioning rod 54 through a rope), the insulation board 4 is adjusted to be in a vertical state by manually matching with a measuring instrument, then the positioning rods 54 are bonded with the insulation board 4 through transparent glue, and the positions of the positioning rods 54 and the insulation board 4 are adjusted and controlled to be in a relative vertical design position.
Further, when the formwork is supported, according to the number and positions of the adjusting structures arranged on two sides of the wall structure, a hole is formed in the corresponding position of the supported formwork, the connecting screw 63 for penetrating the adjusting structures is used for penetrating the connecting screws 63, the holes formed in the positions corresponding to the adjusting screws 63 penetrating the formwork are respectively connected with the connecting rods 61 corresponding to the adjusting screws, then the formworks on two sides are fixedly adjusted, and then concrete pouring is performed. It should be noted that, in the process of pouring and forming the wall structure, other structural layers, such as a waterproof layer, are also provided, the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 of the wall structure need to be bound into the reinforcement cage, and the vertical reinforcement and the template on the outermost sides of the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 are at a certain distance, so that the inner wall reinforcement cage has a certain pair of protective layer thicknesses and other structural layers, and other corresponding structural layers are not described in detail in the implementation process. The concrete description here is that in the process of pouring the wall structure, the set heat-insulating plate 4 is correspondingly adjusted and controlled, so that the quality of the heat-insulating layer of the poured wall structure is ensured. When the concrete of the wall structure is poured, in order to ensure that the heat-insulating plate 4 is at the adjusted position, synchronous pouring is selected at two sides, namely, the inner wall reinforcement cage 1 and the outer wall reinforcement cage 2 at two sides of the heat-insulating plate 4 are synchronously subjected to concrete pouring; the special person is dispatched to carry out inspection adjustment in the pouring process, if in the pouring process, the heat preservation board 4 is found to float upwards, then the movable bolt 51 on the anti-floating board 5 of the anti-floating structure can be arranged at the moment, the movable bolt 51 moves downwards, and then the heat preservation board 4 is pushed downwards, the heat preservation board 4 is prevented from floating upwards, the phenomenon that concrete on two sides flows mutually is avoided, the asymmetry of concrete pouring on two sides is caused, and the heat preservation board 4 is inclined, so that the heat preservation quality of a wall structure formed by pouring is caused. Here, it should be further noted that the basis for determining that the insulation board 4 is inclined and deviates from the allowable angle of design is: observing the position of the positioning rod 54 penetrating the positioning hole 53, it has been described that the positioning rod 54 is connected to the side wall of the heat insulation board 4 and the positioning rod 54 and the heat insulation board 4 are in a designed vertical state, that is, the positioning rod 54 is located at the middle position of the positioning hole 53 at this time, if the positioning rod 54 deviates from the positioning hole 53 in the concrete pouring process, it is described that the concrete poured at two sides is not synchronous (the concrete height difference is larger), the heat insulation board 4 deviates, at this time, in order to avoid the continuous expansion of inclination, the heat insulation board 4 needs to be adjusted in time to be in a designed allowed vertical state, and at this time, the adjustment control can be performed through the adjusting structures respectively arranged at one side of the inner wall steel reinforcement frame 1 and the outer wall steel reinforcement frame 2, that is, at two sides of the wall structure. Illustrating: if observe locating lever 54 and appear to "left" skew at locating hole 53, then indicate that heated board 4 is whole to the skew left, appear right side concreting promptly too fast, left side concreting is too slow, causes right side to too much left side extrusion heated board 4 to the concrete, lets heated board 4 skew left side, and the mode of adjusting this moment can: firstly, the casting speed of the right side is reduced, the casting speed of the left side is accelerated, and the concrete heights of the left side and the right side are kept consistent; and through rotating the left adjusting structure of the adjusting wall structure, the left connecting screw 63 is rotated to drive the right end of the left supporting plate 62, so as to squeeze the heat-insulating plate 4 rightwards, and the heat-insulating plate 4 gradually returns to the 'vertical' position allowed by design in the process of adjusting the concrete at the left and right sides, so that the heat-insulating quality of the pouring-molded wall structure is ensured; if the positioning rod 54 is found to be displaced in the other direction in the positioning hole 53, the corresponding adjustment may be performed according to the adjustment method described above. When the concrete pouring is finished and the maintenance is qualified, and the form is removed, in order to ensure the integrity of the poured wall structure, the connecting screw 63 of the adjusting structure can be cut along the side wall of the wall structure, the cut position is smeared with concrete mortar with consistent color and one level higher, and the appearance quality of the wall structure after the construction is finished is ensured.
Furthermore, in the whole wall structure, the structure for blocking the floating of the middle heat-insulating plate is added in design and the heat-insulating plate is adjusted at any time in the process of pouring concrete in order to ensure the position of the heat-insulating plate and further ensure the quality of the poured wall structure; meanwhile, the adjusting structure of the wall body with the structure not only can adjust the vertical position of the heat-insulating plate with the wall body structure, but also avoids the traditional perforation positioning of the heat-insulating plate, ensures the integrity of the whole heat-insulating plate and further enhances the heat-insulating quality effect; the anti-floating structure is arranged, the insulation board can be adjusted to float upwards when concrete is poured through the anti-floating structure, so that gaps between the bottom end of the insulation board and the building connecting beam are reduced, and the insulation effect is guaranteed.
The preferred embodiments of the present invention have been described in detail above with reference to the accompanying drawings, but the present invention is not limited to the specific details of the embodiments in the above description, and various simple modifications can be made to the technical solutions of the present invention within the scope of the technical concept of the present invention, and all the simple modifications belong to the protection scope of the present invention. In addition, the specific features described in the above embodiments may be combined in any suitable manner, and in order to avoid unnecessary repetition, various possible combinations are not described further. Furthermore, the foregoing description of the preferred embodiment of the invention is provided for the purpose of limiting the invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention; meanwhile, any combination of various embodiments of the present invention can be made without departing from the spirit of the present invention, which should also be regarded as the disclosure of the present invention.
Claims (4)
1. The CL wall structure is characterized by comprising an inner wall reinforcement framework (1) and an outer wall reinforcement framework (2), wherein one ends of vertical reinforcements of the inner wall reinforcement framework (1) and the outer wall reinforcement framework (2) are respectively pre-buried and fixed on a building connecting beam (3), an insulation board (4) is arranged in the middle of the inner wall reinforcement framework (1) and the outer wall reinforcement framework (2) in a penetrating manner, the bottom end of the insulation board (4) is used for being abutted to the building connecting beam (3), the top end of the insulation board (4) is provided with an anti-floating structure for blocking and adjusting the floating of the insulation board (4), the anti-floating structure is installed and connected at the top ends of vertical reinforcements of the inner wall reinforcement framework (1) and the outer wall reinforcement framework (2) and is connected with the vertical reinforcements of the inner wall reinforcement framework (1) and the outer wall reinforcement framework (2) in an adjustable manner, and one side, which is mutually deviated from the inner wall reinforcement framework (1) and the outer wall reinforcement framework (2), is provided with an adjusting structure for adjusting the insulation board (4); the anti-floating structure comprises an anti-floating plate (5), the top ends of the vertical steel bars of the inner wall steel bar framework (1) and the outer wall steel bar framework (2) respectively penetrate through the anti-floating plate (5), and the vertical steel bars of the inner wall steel bar framework (1) and the outer wall steel bar framework (2) are connected with the anti-floating plate (5) through nuts;
a plurality of movable structures for adjusting and limiting the heat preservation plate (4) are arranged and connected on the anti-floating plate (5);
the anti-floating plate is characterized in that a plurality of positioning holes (53) are symmetrically formed in two sides of the anti-floating plate (5), positioning rods (54) are arranged in the positioning holes (53) in a penetrating mode, one ends of the positioning rods (54) penetrate through the positioning holes (53) and extend to the lower portion of the outer side wall of the heat-insulating plate (4), and one side face of each positioning rod (54) is bonded with the heat-insulating plate (4) through transparent glue.
2. The CL wall structure according to claim 1, wherein the movable structures comprise movable bolts (51) and limiting clamping plates (52), one ends of the movable bolts (51) movably penetrate through the anti-floating plates (5), the ends of the movable bolts are rotatably connected with the limiting clamping plates (52) through bearings, the limiting clamping plates (52) are arranged between the inner wall reinforcement cage (1) and the outer wall reinforcement cage (2), and the limiting clamping plates (52) clamp and limit the heat-insulating plates (4).
3. The CL wall structure according to claim 1, wherein the adjusting structures comprise adjusting plates (6), the adjusting plates (6) are respectively connected with vertical steel bars of the inner wall steel bar framework and the outer wall steel bar framework through connecting sleeves, connecting rods (61) are respectively arranged on the adjusting plates (6) in a penetrating mode, one ends of the connecting rods (61) rotatably and adjustably penetrate through the adjusting plates (6) and are connected with supporting plates (62) at the ends, and one ends, far away from the connecting rods (61), of the supporting plates (62) are used for abutting against the side walls of the heat insulation plates (4).
4. A CL wall structure according to claim 3, characterized in that the ends of the connecting rods (61) far from the supporting plates (62) are respectively connected with connecting screws (63), and the ends of the connecting screws (63) far from the connecting rods (61) respectively penetrate through side wall templates for supporting concrete of the casting wall structure.
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