CN220539260U - Adjusting device for reinforced concrete structure composite insulation board - Google Patents
Adjusting device for reinforced concrete structure composite insulation board Download PDFInfo
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- CN220539260U CN220539260U CN202321980914.XU CN202321980914U CN220539260U CN 220539260 U CN220539260 U CN 220539260U CN 202321980914 U CN202321980914 U CN 202321980914U CN 220539260 U CN220539260 U CN 220539260U
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Abstract
The utility model discloses an adjusting device for a reinforced concrete structure composite insulation board, which comprises a leveling plate, a fixing piece and a locking piece, wherein: the fixing piece comprises a sleeve with a cavity, one end of the sleeve is provided with a coupling nut, a force transmission disc is arranged at the position, close to the coupling nut, of the outer portion of the sleeve, barbs are arranged on the outer portion of the sleeve, the leveling plate is sleeved on the sleeve of the fixing piece and is arranged between the force transmission disc and the barbs, and the locking piece is in threaded connection with the fixing piece. The utility model can effectively ensure the installation quality of the composite insulation board for the construction of the reinforced concrete structure, in particular to the perpendicularity and flatness of the outer vertical surface of the composite insulation board meeting the construction requirements, and no dislocation at the joint.
Description
Technical Field
The utility model relates to an adjusting device for ensuring the installation quality of a composite insulation board configured for a reinforced concrete structure, and belongs to the technical field of construction of composite insulation boards of building structures.
Background
The most widely used traditional method at present is to paste an insulation board outside a building structure and match a thin plastering process, but from the use point of view, the method has the following defects: firstly, the insulation board is implemented by adopting equipment such as a hanging basket and the like for high-altitude operation after the structural construction is completed, so that the potential safety hazard is high; secondly, the fixing mode of the heat-insulating board and the building structure is bonding mortar and anchoring by matching with a rear heat-insulating nail, so that the heat-insulating board and the building structure have the hidden quality hazards of easy cracking, water seepage, hollowing, falling off and the like; thirdly, due to the limitation of the thin plastering technology, the thickness of the flame-retardant layer in the heat-insulating plate is thinner, and the protective force is weaker; finally, the service life of the heat-insulating layer obtained by adopting the process is shorter than the service life of a building structure, so that maintenance and replacement are needed again, the cost is increased, and the safety is low.
Along with the updating and iteration of the building structure heat preservation technology, in order to solve the defects, building energy conservation and structure integration technology is generated, wherein the composite heat preservation board is widely popularized in China. The composite heat insulating board is a composite heat insulating structure with additive, cement, sand and cement as adhesive material, glass fiber mesh cloth and reinforcing steel bar as reinforcing material, wood fiber and flyash as stuffing and foamed polyethylene board as heat insulating material. The composite heat-insulating board is used as an outer vertical surface, and the forming quality of the composite heat-insulating board has great influence on the construction quality and the appearance of a building structure.
At present, most of composite heat-insulating boards are constructed simultaneously with reinforced concrete structures. Firstly, binding reinforcing steel bars aiming at a reinforced concrete structure, and then installing a composite heat-insulating plate. According to the construction related specifications, a conventional template is used when the composite insulation board is installed, so that a top mold rod of a reinforced concrete structure is generally adopted in construction to control the structure section size, the perpendicularity and the flatness of the composite insulation board, however, the top mold rod is placed after the composite insulation board is installed and before an inner template (the inner template is placed on one side of the composite insulation board facing the reinforced concrete structure) is installed, and therefore, the quality of the composite insulation board cannot be controlled and adjusted in the process of installing the composite insulation board. Moreover, when reinforcing the inner formwork, the top mold rod is easy to generate a deviation phenomenon, and the problem that the surface (mortar surface layer) of the composite insulation board is punctured due to overlarge concentrated force of the top mold rod during reinforcing, so that the due control effect cannot be achieved, the composite insulation board is poor in molding quality, quality defects such as slurry leakage, dislocation, poor perpendicularity and flatness are easy to generate, and meanwhile, a large number of top mold rods are required to be installed due to the fact that the composite insulation board is more, so that the construction efficiency is greatly reduced. At present, a ladder rib is adopted to replace a top mold stick, but the ladder rib also has the problem of easily puncturing the surface of the composite insulation board during reinforcement.
Disclosure of Invention
The utility model aims to provide an adjusting device for a reinforced concrete structure composite insulation board, which can effectively ensure the installation quality of the composite insulation board configured for a reinforced concrete structure.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the utility model provides a reinforced concrete structure composite insulation board adjusting device which characterized in that, includes leveling board, mounting and retaining member, wherein: the fixing piece comprises a sleeve with a cavity, one end of the sleeve is provided with a coupling nut, a force transmission disc is arranged at the position, close to the coupling nut, of the outer portion of the sleeve, barbs are arranged on the outer portion of the sleeve, the leveling plate is sleeved on the sleeve of the fixing piece and is arranged between the force transmission disc and the barbs, and the locking piece is in threaded connection with the fixing piece.
The utility model has the advantages that:
the adjusting device can effectively control the forming effect of the composite insulation board before casting the reinforced concrete structure in situ, ensure the installation quality of the composite insulation board, namely control the verticality and flatness of the outer facade of the composite insulation board in the process of installing the composite insulation board, avoid the phenomenon of staggering at the joint between two adjacent composite insulation boards and reduce the subsequent outer wall decoration leveling engineering quantity. The adjusting device solves the defects caused by the top mould rod and the ladder bars, and in addition, after the concrete pouring is finished, the locking piece in the adjusting device can be recycled, so that the construction cost is greatly reduced.
Drawings
Fig. 1 is a schematic structural view of an adjusting device for a reinforced concrete structure composite insulation board of the present utility model.
Fig. 2 is a schematic structural view of the fixing member.
Fig. 3 is a cross-sectional view taken along A-A of fig. 2.
Fig. 4 is a schematic structural view of the leveling plate.
Fig. 5 is a schematic structural view of the locking member.
FIG. 6 is a schematic diagram of a layout of a composite insulation board, an inventive adjustment device, anchor nails, and through-wall bolts.
Fig. 7 is a schematic diagram showing the operation of the device for adjusting a reinforced concrete structure composite insulation board according to the present utility model (without concrete casting).
Fig. 8 is a schematic diagram showing the operation of the device for adjusting a reinforced concrete structure composite insulation board according to the present utility model (concrete is poured in situ).
Detailed Description
As shown in fig. 1 to 8, the adjusting device 100 for the reinforced concrete structure composite insulation board of the present utility model comprises a leveling plate 50, a fixing member 10, and a locking member, wherein: the fixing element 10 comprises a sleeve 11 with a cavity 14, one end of the sleeve 11 is provided with a coupling nut 15, the outside of the sleeve 11 is provided with a force transmission disc 12 near the coupling nut 15, the outside of the sleeve 11 is provided with barbs 16, a leveling plate 50 is sleeved on the fixing element 10, specifically, the leveling plate 50 is sleeved on the sleeve 11 of the fixing element 10 and is arranged between the force transmission disc 12 and the barbs 16, and the locking element is used for being in threaded connection with the fixing element 10.
Referring to fig. 7 and 8, in use, the fixture 10 with the leveling plate 50 is disposed through the composite insulation board 60 with the leveling plate 50 inside the composite insulation board 60. The fixing member 10 is screwed and locked with the locking member so that the temporarily fixed composite insulation board 60 (the composite insulation board 60 is temporarily fixed with the reinforced concrete structure 200 by the fixing between the anchor nails 400 mounted thereon and the reinforced concrete structure 200 bound before pouring) is integrally connected with the installed and reinforced form system, so that the leveling board 50 plays a limiting role in preventing joint dislocation of the composite insulation board 60 before installing the form system, and the leveling board 50 plays a role in adjusting verticality and flatness of the composite insulation board 60 by being closely attached to the inner side of the composite insulation board 60 after installing and reinforcing the form system (i.e., the leveling board 50 plays a role in controlling verticality and flatness of the composite insulation board 60 based on the adjustment of the verticality and flatness of the outer form 71 in the form system according to construction requirements).
As shown in fig. 2 and 3, in practical design, the length of the sleeve 11 is adapted to the thickness of the composite insulation board 60, the end of the sleeve 11 is provided with a groove (not shown) which is convenient for penetrating and installing, and the screw hole of the coupling nut 15 at one end of the sleeve 11 is communicated with the cavity 14 of the sleeve 11, wherein: the force transmission disc 12 is positioned at the position where the coupling nut 15 is connected with the sleeve 11, and the force transmission disc 12 is used for limiting the leveling plate 50, so that the leveling plate 50 can be clung to the inner side surface of the composite heat insulation plate 60.
As shown in fig. 2, barbs 16 on opposite sides of the exterior of sleeve 11 are axially symmetrical about the length of sleeve 11, wherein: the barbs 16 are spaced apart along the length of the sleeve 11; barbs 16 are inclined towards force transfer disc 12. In the utility model, the barbs 16 can firmly embed the fixing piece 10 on the pre-installed composite heat-insulating board 60, thereby jointly fixing the leveling board 50 sleeved on the fixing piece 10, and then playing a limiting role on the next pre-installed composite heat-insulating board 60, and preventing the occurrence of the phenomenon of staggering at the joint.
Further, as shown in fig. 2, the coupling nut 15 is externally coated with an outer envelope 13, and the outer envelope 13 is used to fix the coupling nut 15 to the end of the sleeve 11. Preferably, the outer envelope 13 is integrally formed with the sleeve 11, barbs 16 and force-transmitting disc 12 by engineering plastic heat-fusion. In the present utility model, since the fixing member 10 is to be left in the reinforced concrete structure 200 and the composite insulation board 60 after the concrete is cast in place, the fixing member 10 is manufactured by hot melting of engineering plastics, which can greatly reduce the construction cost and is easy to manufacture and form.
Stiffening ribs 120 are preferably distributed across the force transfer disc 12 to increase its stiffness.
The adjusting device 100 of the present utility model may be disposed at the transverse seam 111, the longitudinal seam 112, at the cross seam formed by the transverse seam 111, the longitudinal seam 112, and at the corners of the composite insulation board 60 where no seam is formed. In other words, the adjusting device 100 or the fixing member 10 of the present utility model may be located at an edge position or a non-edge position of the composite insulation board 60, may be located between the transverse joints 111 between two upper and lower adjacent composite insulation boards 60, may be located between the longitudinal joints 112 between two horizontally adjacent composite insulation boards 60, and may also be located at four corner intersection positions of four adjacent composite insulation boards 60, i.e. at a cross joint, which may be called as a flexible installation position and may be installed as required.
Fig. 6 shows the layout position of the adjustment device 100 of the present utility model. For example, reference numeral 510 indicates that the inventive adjustment device 100 is disposed at the lateral seam 111, reference numeral 520 indicates that the inventive adjustment device 100 is disposed at the longitudinal seam 112, reference numeral 530 indicates that the inventive adjustment device 100 is disposed at the cross seam, and reference numeral 540 indicates that the inventive adjustment device 100 is disposed at the corner portion of the composite thermal insulation board 60 where the seam is not formed.
In practical application, the composite insulation board 60 is assembled one by one from one side to the other side (usually from left to right) of the reinforced concrete structure 200 pre-constructed in the horizontal direction from bottom to top in the vertical direction. For two adjacent composite heat-insulating boards 60, namely, two upper and lower adjacent composite heat-insulating boards 60 or two horizontal adjacent composite heat-insulating boards 60, when the sleeve 11 of the fixing piece 10 is placed on the previous pre-installed composite heat-insulating board 60, the barbs 16 on two sides of the sleeve 11 are embedded in the holes formed in the previous pre-installed composite heat-insulating board 60 to realize temporary fixing of the fixing piece 10 and the leveling board 50, and then the next pre-installed composite heat-insulating board 60 is tightly attached to the leveling board 50, so that the next pre-installed composite heat-insulating board 60 is limited through the leveling board 50, and the joint dislocation phenomenon of the two pre-installed composite heat-insulating boards 60 before and after is prevented.
As shown in fig. 4, the leveling plate 50 is a square steel plate, the leveling plate 50 made of steel is used to strengthen the adjustment strength of the leveling plate 50 to the composite insulation board 60, and a round hole 51 for penetrating the sleeve 11 is formed in the center of the leveling plate 50, wherein: the area of the leveling plate 50 is much larger than the area of the force transfer disc 12, as shown in fig. 1. In the present utility model, the leveling plate 50 functions to disperse and apply the load of the force transfer disc 12 to the composite insulation board 60.
Referring to fig. 5, the locking member includes a through-wire screw 20, one end of the through-wire screw 20 is used for being screwed with the coupling nut 15 after passing through the cavity 14 of the sleeve 11, and the other end of the through-wire screw 20 is used for being screwed with the fixing clip 30 and the locking nut 40, wherein: after the template system is installed and reinforced, the template system and the composite heat-insulating plate 60 are connected into a whole by the screw connection and locking of the locking piece and the fixing piece 10. Here, the locking member serves to apply a horizontal tightening force to the fixing member 10.
In practical implementation, the fixing clip 30 is a mountain-shaped clip, which is generally provided with an upper clip groove 31 and a lower clip groove 31, and the lock nut 40 is provided with a rotation handle 41 which is convenient to screw.
In the present utility model, the template system is used as an existing template system in the art. Generally, the formwork system includes an outer formwork 71 placed outside the composite insulation board 60, an inner formwork 72 placed inside the reinforced concrete structure 200, ladle battens 80 placed vertically outside the outer formwork 71 and inside the inner formwork 72, opposite-pull steel pipes 600 placed horizontally on each ladle batten 80, and through-wall bolts 300, wherein: each steel ladle square 80 is arranged at intervals in the transverse direction, the wall penetrating bolt 300 generally comprises a wall penetrating screw 310 and two groups of opposite zipper fasteners which are in threaded connection with two ends of the wall penetrating screw 310, each group of opposite zipper fasteners consists of a opposite-pull mountain-shaped clamp 330 and opposite-pull locking nuts 320, one opposite-pull mountain-shaped clamp 330 is provided with two opposite-pull steel pipes 600, the opposite-pull steel pipes 600 are placed in arc-shaped clamping grooves of the opposite-pull mountain-shaped clamp 330, and generally, one opposite-pull mountain-shaped clamp 330 is correspondingly clamped with the upper opposite-pull steel pipes 600 and the lower opposite-pull steel pipes 600.
In the present utility model, the composite insulation board 60 is outside the reinforced concrete structure 200 cast in place, the composite insulation board 60 is outside the composite insulation board 60 with respect to the reinforced concrete structure 200, and the reinforced concrete structure 200 is inside, as will be understood with reference to fig. 7.
As shown in fig. 6 to 8, when the reinforced concrete structure composite insulation board adjusting device 100 of the present utility model is used, the steps are as follows:
1) Typesetting layout: based on the size of the pre-constructed reinforced concrete structure 200, the reinforced concrete structure composite insulation board adjusting device 100 performs typesetting layout together with the composite insulation board 60, the anchor nails 400 and the through-wall bolts 300 of the template system, wherein: binding reinforcing steel bars 210 to the pre-constructed reinforced concrete structure 200;
2) Preinstalled and spacing composite insulation board 60: according to typesetting layout, offer the hole (hole or breach if appropriate) that is used for installing the sleeve pipe 11 of mounting 10 on the compound heated board 60, install the anchor nail 400 on the compound heated board 60 (the preformed hole has been offered to the anchor nail 400 in advance), then assemble compound heated board 60 one by one from one to the opposite side of the reinforced concrete structure 200 of pre-constructing in the horizontal direction from bottom to top in the upper and lower direction, then fix anchor nail 400 and ligature reinforcing bar 210, ensure anchor nail 400 anchor depth and reinforced concrete structure 200 thickness to satisfy the requirement, play temporary fixation to compound heated board 60 simultaneously, wherein: the fixing piece 10 sleeved with the leveling plate 50 is installed and embedded at the joint of the adjacent composite heat-insulating plates 60 to limit the composite heat-insulating plates 60;
3) Pre-installation of a template system: installing an outer template 71, an inner template 72, a steel ladle square 80 and a wall penetrating bolt 300, wherein the wall penetrating bolt 300 is in an unlocked state;
4) Fixed template system: adjusting the verticality and flatness of the outer formwork 71, placing a split steel pipe 600 between the steel ladle batten 80 and the split mountain type clamp 330 of the wall penetrating bolt 300, and locking the wall penetrating bolt 300;
5) Verticality and flatness of the composite insulation board 60 are adjusted: the locking steel pipe 90 is placed, and the locking member is screwed and locked with the fixing member 10, so that the leveling plate 50 drives the composite insulation board 60 to be clung to the inner side of the outer template 71 by means of locking of the locking member and the fixing member 10, and then the verticality and flatness of the composite insulation board 60 are adjusted by means of the outer template 71.
Thus, the composite insulation board 60 disposed outside the reinforced concrete structure 200 is installed with high quality, and the limit (the prevention of the joint dislocation) and the adjustment of the perpendicularity and flatness are realized for the whole composite insulation board by the adjustment device 100 of the present utility model during the installation process.
For typesetting layout, specifically:
the number and the size of the composite insulation boards 60 are typeset according to the side size of the pre-constructed reinforced concrete structure 200, and the processing capacity and the transportation capacity of manufacturers are considered during typesetting, and meanwhile, the overlarge loss caused by overlarge plate blocks of the composite insulation boards 60 is avoided, and the difficulty in construction caused by larger dead weight of the composite insulation boards 60 is avoided. Illustrating: as shown in fig. 6, the upper and lower layers of composite insulation boards 60 are schematically shown, each layer is formed by transversely splicing 3 layers of composite insulation boards 60, the upper and lower layers of composite insulation boards 60 are different in size, and the height of the upper layer of composite insulation boards 60 is smaller than that of the lower layer of composite insulation boards 60. For example, the lower composite insulation board 60 may be designed to have a height h 2535mm and a width d 600mm.
According to the anchor pin arrangement principle in the standard requirements, anchor pin typesetting is performed on the composite insulation board 60 (fig. 6 shows the positions of the anchor pins 400 after typesetting), and after the anchor pin positions are arranged, the positions of the through-wall bolts in the typesetting template system (fig. 6 shows the positions of the through-wall bolts 300 after typesetting and the positions of the opposite-pull steel pipes 600 used by the through-wall bolts) are typeset, wherein a heavy point checks whether the positions of the through-wall bolts 300 conflict with the positions of the anchor pins 400 or not, because the template system is post-construction, the anchor pins are prevented from being damaged when drilling after the template system, and the whole fixing effect is prevented from being influenced. If there is a conflict, the positions of the through-wall bolts 300 of the template system can be adjusted, the adjustment principle is to reduce the spacing, the spacing is not increased, and the adjusted spacing needs to be checked again for safety. Finally, the position of the adjusting device 100 is determined according to the positions of the joints 110 (including the transverse joints 111 and the longitudinal joints 112) and the positions of the through-wall bolts 300 of the composite insulation board 60, so that the position of the adjusting device 100 is prevented from being in conflict with the positions of the anchor nails 400 and the positions of the through-wall bolts 300. The adjusting device 100 of the present utility model may be disposed at the transverse seam 111, the longitudinal seam 112, at the cross seam formed by the transverse seam 111, the longitudinal seam 112, and at the corners of the composite insulation board 60 where no seam is formed.
In addition, in actual installation, the steel pipe may be shared by the adjusting device 100 and the through-wall bolt 300, that is, the same steel pipe may be used for the locking steel pipe 90 used in the adjusting device 100 and the opposite-pulling steel pipe 600 used in the through-wall bolt 300.
Further, for adjacent composite insulation panels 60:
for the upper and lower adjacent two composite heat-insulating plates 60, forming holes on the top surface of the lower composite heat-insulating plate 60, then placing the sleeve 11 sleeved with the fixing piece 10 of the leveling plate 50 on the lower composite heat-insulating plate 60, enabling the barbs 16 on the sleeve 11 to be inserted into the holes of the lower composite heat-insulating plate 60, enabling the leveling plate 50 to be tightly attached to the inner surface of the lower composite heat-insulating plate 60, then placing the upper composite heat-insulating plate 60, enabling the inner surface of the upper composite heat-insulating plate 60 to be tightly attached to the leveling plate 50 to play a limiting role of an error-proofing table at the joint of the upper and lower adjacent two composite heat-insulating plates 60;
for two adjacent horizontal composite heat-insulating plates 60, holes are formed in the corresponding side surfaces of the two adjacent horizontal composite heat-insulating plates 60, then the sleeve 11 sleeved with the fixing piece 10 of the leveling plate 50 is placed beside the two adjacent horizontal composite heat-insulating plates 60, the barbs 16 on the sleeve 11 are inserted into the holes of the two adjacent horizontal composite heat-insulating plates 60, the leveling plate 50 is tightly attached to the inner surfaces of the two adjacent horizontal composite heat-insulating plates 60, then the other composite heat-insulating plates 60 are placed, and the inner surfaces of the two adjacent horizontal composite heat-insulating plates 60 are tightly attached to the leveling plate 50 to play a limiting role of an error-proofing table at the joint of the two adjacent horizontal composite heat-insulating plates 60.
In actual implementation, the pre-installed template system comprises the steps of: an outer template 71 is arranged on the outer side of the composite heat-insulating plate 60, an inner template 72 is arranged on the inner side of the bound steel bars 210, a steel ladle square 80 is fixed on the outer side of the outer template 71 and the inner side of the inner template 72, and a wall penetrating bolt 300 is arranged between the outer template 71 and the inner template 72, but the wall penetrating bolt 300 is in an unlocked state.
The use process also comprises the steps of: and concrete is poured between the composite heat-insulating plate 60 and the inner formwork 72, and after the reinforced concrete structure 200 is constructed, the formwork system is removed, and meanwhile, the locking piece and the locking steel pipe 90 are removed, so that recycling is realized.
The utility model has the advantages that:
the adjusting device can effectively control the forming effect of the composite insulation board before casting the reinforced concrete structure in situ, ensure the installation quality of the composite insulation board, namely control the verticality and flatness of the outer facade of the composite insulation board in the process of installing the composite insulation board, avoid the phenomenon of staggering at the joint between two adjacent composite insulation boards and reduce the subsequent outer wall decoration leveling engineering quantity.
The adjusting device solves the defects caused by the top mould rod and the ladder bars, and in addition, after the concrete pouring is finished, the locking piece in the adjusting device can be recycled, so that the construction cost is greatly reduced.
The adjusting device is simple and convenient to use, is beneficial to improving the installation quality of the adjusting device, can accelerate the construction speed, saves energy and reduces emission, and greatly improves the construction quality.
The foregoing is a description of the preferred embodiments of the present utility model and the technical principles applied thereto, and it will be apparent to those skilled in the art that any modifications, equivalent changes, simple substitutions and the like based on the technical scheme of the present utility model can be made without departing from the spirit and scope of the present utility model.
Claims (8)
1. The utility model provides a reinforced concrete structure composite insulation board adjusting device which characterized in that, includes leveling board, mounting and retaining member, wherein: the fixing piece comprises a sleeve with a cavity, one end of the sleeve is provided with a coupling nut, a force transmission disc is arranged at the position, close to the coupling nut, of the outer portion of the sleeve, barbs are arranged on the outer portion of the sleeve, the leveling plate is sleeved on the sleeve of the fixing piece and is arranged between the force transmission disc and the barbs, and the locking piece is in threaded connection with the fixing piece.
2. The reinforced concrete structure composite insulation board adjustment device of claim 1, wherein the screw hole of the coupling nut communicates with the cavity of the sleeve, wherein: the force transmission disc is positioned at the position where the coupling nut is connected with the sleeve.
3. The reinforced concrete structure composite insulation board adjustment device of claim 1, wherein the barbs on opposite sides of the exterior of the sleeve are disposed axisymmetrically about the length of the sleeve, wherein: the barbs are spaced apart along the length of the sleeve and are inclined toward the force transfer disc.
4. The reinforced concrete structure composite insulation board adjusting device according to claim 1, wherein an outer envelope is coated outside the coupling nut, and the outer envelope, the sleeve, the barbs and the force transmission disc are integrally formed together through engineering plastic hot melting.
5. The reinforced concrete structure composite insulation board adjusting device as set forth in claim 1, wherein stiffening ribs are uniformly distributed on the force transmission disc to increase rigidity.
6. The reinforced concrete structure composite insulation board adjusting device of claim 1, wherein the leveling board is a square steel flat board, and a round hole for penetrating the sleeve is formed in the center of the leveling board, wherein: the area of the leveling plate is far larger than that of the force transmission disc.
7. The reinforced concrete structure composite insulation board adjustment device of claim 1, wherein the locking member comprises a through-screw, one end of the through-screw is used for being screwed with the coupling nut after passing through the cavity of the sleeve, and the other end of the through-screw is used for being screwed with a fixing clamp and a locking nut, wherein: after the template system is installed and reinforced, the template system is connected with the composite heat-insulating plate into a whole by the screw connection and locking of the locking piece and the fixing piece.
8. The device for adjusting the composite insulation board of the reinforced concrete structure according to claim 7, wherein the fixing clamp is a mountain clamp, and the locking nut is provided with a rotating handle which is convenient to screw.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321980914.XU CN220539260U (en) | 2023-07-26 | 2023-07-26 | Adjusting device for reinforced concrete structure composite insulation board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321980914.XU CN220539260U (en) | 2023-07-26 | 2023-07-26 | Adjusting device for reinforced concrete structure composite insulation board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220539260U true CN220539260U (en) | 2024-02-27 |
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ID=89966358
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321980914.XU Active CN220539260U (en) | 2023-07-26 | 2023-07-26 | Adjusting device for reinforced concrete structure composite insulation board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220539260U (en) |
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2023
- 2023-07-26 CN CN202321980914.XU patent/CN220539260U/en active Active
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