CN110565945A - Supporting mechanism and building post-cast ridge platform supporting method - Google Patents
Supporting mechanism and building post-cast ridge platform supporting method Download PDFInfo
- Publication number
- CN110565945A CN110565945A CN201910801880.5A CN201910801880A CN110565945A CN 110565945 A CN110565945 A CN 110565945A CN 201910801880 A CN201910801880 A CN 201910801880A CN 110565945 A CN110565945 A CN 110565945A
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- support
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- template
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
-
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
the application provides a supporting mechanism and a supporting method of a post-cast sill table of a building, and belongs to the field of buildings. The two templates are respectively arranged on two opposite sides of a post-cast sill platform of a building; the two support columns are respectively positioned at two sides of the template; the two ends of the adjusting component are respectively connected with the two supporting columns and used for adjusting the distance between the two supporting columns; the internal limiting assembly comprises a positioning sleeve, a screw rod, a movable sleeve, a first angle steel and a second angle steel, wherein the first angle steel is arranged at one end of the positioning sleeve and is abutted against the inner side wall of the template; one end of the screw rod is movably connected in the other end of the positioning sleeve in an inscribed mode, the other end of the screw rod is movably connected to one end of the movable sleeve, and the other end of the movable sleeve is provided with a second angle steel which is abutted against the inner side wall of the other template. The device is rational in infrastructure, support fastening and reuse, uses manpower sparingly material resources, and the concrete shaping is of high quality.
Description
Technical Field
The application relates to the field of buildings, in particular to a supporting mechanism and a supporting method for a post-cast ridge platform of a building.
Background
In recent years, the national economy is steadily increased, the building industry is greatly developed, and the construction quality of the secondary structure of the building is more and more emphasized. The post-cast sill platform for the building is an important part of a secondary structure, but in practice, the post-cast sill platform is often out of place in the forming quality control, common quality problems such as distortion, deformation and displacement occur, and the appearance and the use function of the building are seriously influenced.
in practice, a supporting template mode for a post-cast sill platform of a building is that a waste template is processed into a U-shaped hoop according to the corresponding sill platform size and is fixed above templates on two sides of the sill platform, the lower part of the template is supported and reinforced by battens with the help of surrounding components, and when no other components capable of supporting with the help of the surrounding components exist around the sill platform, the lower part of the template is not provided with supports or the lower part of the template is supported too little or ineffective. This often is the main reason that causes the post-cast bank platform shaping quality to appear the common fault. In addition, the method is labor-consuming and time-consuming, and a template supporting method which is convenient, precise and effective in supporting needs to be researched urgently.
Disclosure of Invention
An object of the present application is to provide a supporting mechanism and a supporting method for a building post-pouring sill table, which aims to solve the problem of infirm support of the building post-pouring sill table in the prior art.
the technical scheme of the application is as follows:
A support mechanism for supporting a building post-cast sill table, comprising:
The two templates are respectively arranged on two opposite sides of the post-cast sill platform of the building;
the two support columns are respectively positioned on two sides of the template;
The two ends of the adjusting component are respectively connected with the two supporting columns and used for adjusting the distance between the two supporting columns;
The internal limiting assembly comprises a positioning sleeve, a screw rod, a movable sleeve, a first angle steel and a second angle steel, wherein the first angle steel is arranged at one end of the positioning sleeve and is abutted against the inner side wall of the template; one end of the screw rod is movably connected in the other end of the positioning sleeve in an inscribed mode, the other end of the screw rod is movably connected to one end of the movable sleeve, and the other end of the movable sleeve is provided with the second angle steel and is abutted against the inner side wall of the other template.
As a technical scheme of this application, install first spacing turn-ups on the tip of lead screw, it is right to install in the movable sleeve's the tip first spacing turn-ups carries out spacing turn-ups of second, the lead screw passes through first spacing turn-ups movably connect in movable sleeve.
As a technical scheme of this application, adjusting part includes to wearing screw rod and two sets of fasteners, the both ends of wearing the screw rod pass two respectively the support column, every group the fastener cup joints on wearing the screw rod, and with support column fastening connection, be used for with wear the screw rod fastening two on the support column.
as a technical scheme of this application, the fastener includes stop nut and fastening nut, stop nut cup joints on to wearing the screw rod to the butt in on the inside wall of support column, fastening nut cup joints on to wearing the screw rod, and the butt in on the lateral wall of support column.
As a technical scheme of this application, the regulating part with inside spacing subassembly parallel interval sets up.
As a technical scheme of this application, supporting mechanism still includes two sets of supporting components, supporting component includes fagging, adjusting bolt and adjusting cushion to one side, the one end of fagging to one side articulate in on the bottom of support column, the other end articulate in adjusting bolt, adjusting bolt installs adjusting cushion is last.
As a technical scheme of the application, a plurality of bulges are arranged at the bottom of the adjusting cushion.
As a technical scheme of this application, two the parallel interval of support column sets up.
the supporting method of the post-construction pouring sill table comprises the supporting mechanism, and comprises the following steps:
s1, determining the number of the supporting mechanisms needed by a control line of the template of the post-construction pouring sill platform after the control line is released on the ground according to the size and the length of the post-construction pouring sill platform, wherein the distance between every two adjacent supporting mechanisms is 0.4-1 m;
S2, installing the templates on two sides of the post-construction pouring sill table, installing two support columns on the outer sides of the two templates respectively, penetrating through penetrating screws on the two support columns, and adjusting limit nuts on the penetrating screws according to the width of the post-construction pouring sill table and the thickness of the templates; under the condition of ensuring the verticality of the support column, adjusting an inclined support plate arranged on the bottom of the support column to a limit opening angle, and rotating an adjusting bolt on the inclined support plate to enable an adjusting pad to be tightly attached to the ground;
S3, installing the internal limiting assembly, and rotating the screw rod to enable the first angle steel and the second angle steel to tightly prop the template from the inner side of the template;
S4, checking and accepting the post-cast sill platform and the template, and pouring concrete; and when the strength of the concrete reaches the form removal strength, removing the supporting mechanism and the template.
The beneficial effect of this application:
According to the supporting mechanism and the supporting method for the post-construction pouring sill table, the internal limiting assembly is designed to be of a structure with one fixed end and one movable end, under the condition that the falling positions of the first angle steel and the second angle steel at the two ends of the internal limiting assembly are not moved, the lead screw is rotated to tightly push the inner side of the template, so that the post-construction pouring sill table is tightly supported, on one hand, the post-construction pouring sill table can be effectively reinforced, on the other hand, the length of the internal limiting assembly can be adjusted according to the size and the angle of the post-construction pouring sill table, and the post-construction pouring sill table with different lengths can be trial-manufactured and suitable for the design of the post-construction pouring; simultaneously, the lower part of pouring the bank platform after building is provided with two sets of supporting components, adopts adjusting bolt and the structural style of adjusting the mat to the condition of reply ground basic unit unevenness, thereby makes holistic more firm. In addition, all supporting modes in the device adopt lossless supporting, the current ground is not damaged, and no supporting or tie is arranged in the post-cast sill table, so that the whole structure is firm and simple, and the layout is reasonable; and, through spacing nut, the fastening nut among the adjusting part to wearing the screw rod to carry out the regulation of installation length, can be applicable to the use of different size building post-cast ridge platform components. Therefore, the device has the advantages of reasonable structure, firm support, repeated utilization, resource waste reduction, labor saving and excellent concrete forming quality.
Drawings
In order to more clearly explain the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and that for those skilled in the art, other related drawings can be obtained from these drawings without inventive effort.
fig. 1 is a schematic structural diagram of a support mechanism according to an embodiment of the present disclosure;
FIG. 2 is a schematic structural diagram of an adjustment assembly provided in an embodiment of the present application;
Fig. 3 is a schematic structural diagram of an internal limiting assembly according to an embodiment of the present application.
Icon: 1-a support mechanism; 2-building a post-pouring ridge platform; 3-template; 4-a support column; 5-a regulating component; 6-an internal spacing assembly; 7-positioning the sleeve; 8-a screw rod; 9-an active cannula; 10-first angle steel; 11-second angle steel; 12-a first limiting flanging; 13-second limiting flanging; 14-a through screw; 15-a fastener; 16-a limit nut; 17-a fastening nut; 18-a support assembly; 19-a diagonal bracing plate; 20-adjusting the bolt; 21-adjusting the cushion; 22-projection.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present application, it should be noted that the terms "upper", "lower", and the like refer to orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that the products of the present invention are conventionally placed in use, and are used for convenience in describing the present application and simplifying the description, but do not indicate or imply that the devices or elements referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present application.
Further, in the present application, unless expressly stated or limited otherwise, the first feature may be directly contacting the second feature or may be directly contacting the second feature, or the first and second features may be contacted with each other through another feature therebetween, not directly contacting the second feature. Also, the first feature being above, on or above the second feature includes the first feature being directly above and obliquely above the second feature, or merely means that the first feature is at a higher level than the second feature. A first feature that underlies, and underlies a second feature includes a first feature that is directly under and obliquely under a second feature, or simply means that the first feature is at a lesser level than the second feature.
furthermore, the terms "horizontal", "vertical" and the like do not imply that the components are required to be absolutely horizontal or pendant, but rather may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
in the description of the present application, it is also to be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "connected," and "connected" are to be construed broadly, e.g., as meaning either a fixed connection, a removable connection, or an integral connection; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
example (b):
referring to fig. 1, with reference to fig. 2 and 3, the present application provides a supporting mechanism 1 for supporting a building post-cast sill table 2, which mainly includes two templates 3, two supporting columns 4, an adjusting assembly 5, an internal limiting assembly 6, and two sets of supporting assemblies 18; the two templates 3 are respectively arranged on two opposite sides of the post-construction pouring sill table 2 and are higher than the post-construction pouring sill table 2; the two support columns 4 are respectively arranged at the outer sides of the two templates 3 and are higher than the templates 3; two ends of the adjusting component 5 respectively penetrate through the two supporting columns 4 and are used for adjusting the distance between the two supporting columns 4; two ends of the internal limiting component 6 are respectively abutted against the inner sides of the two oppositely arranged templates 3 and used for fastening the templates 3 and the supporting columns 4; two sets of support assemblies 18 are symmetrically mounted on the outer bottoms of the two support columns 4 respectively, and are used for fastening and supporting the two support columns 4.
in the present embodiment, the support column 4 has a cubic structure.
Further, the adjusting assembly 5 comprises a threaded rod 14 and two sets of fastening members 15, wherein each set of fastening members 15 comprises a limit nut 16 and a fastening nut 17; wherein, two support columns 4 are passed respectively to the both ends of wearing screw rod 14, and stop nut 16 cup joints on wearing screw rod 14 to the butt is on the inside wall of support column 4, and fastening nut 17 cup joints on wearing screw rod 14, and the butt will wear screw rod 14 fixed mounting on two support columns 4 through stop nut 16 and fastening nut 17 on the lateral wall of support column 4. When the distance between the two support columns 4 needs to be adjusted to adapt to the building post-pouring sill tables 2 with different sizes, the limiting nut 16 and the fastening nut 17 are screwed to adjust the positions of the two support columns on the opposite-penetrating screw rod 14, so that the two support columns 4 with different distances are adapted to.
It should be noted that, in the present embodiment, the internal limiting component 6 mainly includes a positioning sleeve 7, a screw 8, a movable sleeve 9, a first angle steel 10 and a second angle steel 11, the first angle steel 10 is installed at one end of the positioning sleeve 7 and abuts against the inner side wall of the formwork 3; one end of the screw rod 8 is movably connected with the other end of the positioning sleeve 7 in an inner mode, the other end of the screw rod is movably connected with one end of the movable sleeve 9, and the other end of the movable sleeve 9 is provided with a second angle steel 11 and is abutted to the inner side wall of the other template 3.
further, a first limiting flanging 12 is installed on the end portion of the screw rod 8, a second limiting flanging 13 used for limiting the first limiting flanging 12 is installed in the end portion of the movable sleeve 9, and the screw rod 8 is movably connected with the movable sleeve 9 in an inner mode through the first limiting flanging 12. Through setting up first spacing turn-ups 12 and the spacing turn-ups 13 of second for when lead screw 8 and sleeve pipe fall the position and fix in two templates 3, rotate lead screw 8 and tightly push up two templates 3 in order to follow the inboard of two templates 3.
in this embodiment, the screw 8 is parallel to the through screw 14.
Furthermore, each group of support assemblies 18 comprises an inclined support plate 19, an adjusting bolt 20 and an adjusting cushion 21, one end of the inclined support plate 19 is hinged to the bottom of the support column 4, the other end of the inclined support plate is hinged to the adjusting bolt 20, and the adjusting bolt 20 is installed on the adjusting cushion 21; the maximum opening angle between the gusset 19 and the support column 4 is limited to 50 °.
In the present embodiment, the adjusting pad 21 is made of a hard plastic material, and a plurality of protrusions 22 are disposed on a contact surface of the adjusting pad 21 and the ground to increase a friction force between the adjusting pad 21 and the ground; the gap between the inclined supporting plate 19 and the ground is adjusted by rotating the adjusting bolt 20, so as to deal with the condition of uneven ground.
It should be noted that, in this embodiment, a method for supporting a post-construction pouring sill deck is further provided, where the above supporting mechanism 1 is used for construction, and the method for supporting a post-construction pouring sill deck mainly includes the following steps:
S1, releasing a control line of a template 3 of the post-building post-pouring sill table 2 on the ground, determining the number of the required supporting mechanisms 1 according to the size and the length of the post-building pouring sill table 2, and arranging the distance between every two adjacent supporting mechanisms 1 to be 0.4-1 m;
S2, installing templates 3 on two sides of the post-construction pouring sill 2, respectively installing two support columns 4 on the outer sides of the two templates 3, penetrating through the two support columns 4 with penetrating screws 14, and adjusting limit nuts 16 on the penetrating screws 14 according to the width of the post-construction pouring sill 2 and the thickness of the templates 3; under the condition of ensuring the verticality of the support column 4, adjusting an inclined support plate 19 arranged on the bottom of the support column 4 to a limit opening angle, and rotating an adjusting bolt 20 on the inclined support plate 19 to enable an adjusting pad to be tightly attached to the ground;
s3, installing the internal limiting assembly 6, and rotating the screw rod 8 to enable the first angle steel 10 and the second angle steel 11 to tightly prop the template 3 from the inner side of the template 3;
s4, rechecking the geometric size, position, verticality and flatness of the inner hole of the template 3, and after meeting the requirements, sequentially and rechecking the fastening nut 17, the screw rod 8 and the adjusting bolt 20 of the device;
S5, checking and accepting the post-cast sill platform 2 and the template 3, and pouring concrete; and when the strength of the concrete reaches the stripping strength, the supporting mechanism 1 and the template 3 are removed.
To sum up, in the supporting mechanism 1 and the supporting method for the post-construction pouring sill table of the present application, the internal limiting component 6 is designed to be a structure with one fixed end and one movable end, and the screw rod 8 is rotated to tightly push the inner side of the formwork 3 under the condition that the falling positions of the first angle steel 10 and the second angle steel 11 at the two ends of the internal limiting component 6 are not moved, so as to tightly push and support the post-construction pouring sill table 2, on one hand, the post-construction pouring sill table 2 can be effectively reinforced, on the other hand, the length of the internal limiting component 6 can be adjusted according to the size and the angle of the post-construction pouring sill table 2, and the design of the post-construction pouring sill tables 2 suitable for different lengths can be trial-manufactured; meanwhile, two groups of supporting components 18 are arranged at the lower part of the post-cast sill platform 2 of the building, and the structural mode of adjusting bolts 20 and adjusting cushions 21 is adopted to deal with the condition of uneven ground base layers, so that the whole structure is more stable. In addition, all supporting modes in the device adopt lossless supporting, the current ground is not damaged, and no supporting or tie is arranged in the post-cast sill table, so that the whole structure is firm and simple, and the layout is reasonable; the mounting length of the penetrating screw 14 is adjusted by the limit nut 16 and the fastening nut 17 in the adjusting assembly 5, so that the adjusting assembly can be applied to members of building post-pouring sill tables 2 with different sizes. Therefore, the device has the advantages of reasonable structure, firm support, repeated utilization, resource waste reduction, labor saving and excellent concrete forming quality.
the above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims (9)
1. The utility model provides a supporting mechanism for support building post-cast bank platform, its characterized in that includes:
The two templates are respectively arranged on two opposite sides of the post-cast sill platform of the building;
The two support columns are respectively positioned on two sides of the template;
The two ends of the adjusting component are respectively connected with the two supporting columns and used for adjusting the distance between the two supporting columns;
the internal limiting assembly comprises a positioning sleeve, a screw rod, a movable sleeve, a first angle steel and a second angle steel, wherein the first angle steel is arranged at one end of the positioning sleeve and is abutted against the inner side wall of the template; one end of the screw rod is movably connected in the other end of the positioning sleeve in an inscribed mode, the other end of the screw rod is movably connected to one end of the movable sleeve, and the other end of the movable sleeve is provided with the second angle steel and is abutted against the inner side wall of the other template.
2. the supporting mechanism as claimed in claim 1, wherein a first limiting flange is mounted on an end of the lead screw, a second limiting flange for limiting the first limiting flange is mounted in an end of the movable sleeve, and the lead screw is movably connected to the movable sleeve through the first limiting flange.
3. the supporting mechanism according to claim 1, wherein the adjusting assembly includes a through screw and two sets of fasteners, two ends of the through screw respectively pass through the two supporting columns, and each set of fasteners is sleeved on the through screw and is fastened to the supporting columns for fastening the through screw to the two supporting columns.
4. the support mechanism as claimed in claim 3, wherein the fastening member comprises a limiting nut and a fastening nut, the limiting nut is sleeved on the opposite threaded rod and abuts against the inner side wall of the support column, and the fastening nut is sleeved on the opposite threaded rod and abuts against the outer side wall of the support column.
5. The support mechanism of claim 1, wherein the adjustment assembly is spaced apart from and parallel to the internal spacing assembly.
6. the support mechanism of claim 1, further comprising two sets of support assemblies, wherein the support assemblies comprise a slanted support plate, an adjusting bolt and an adjusting cushion, one end of the slanted support plate is hinged to the bottom of the support column, and the other end of the slanted support plate is hinged to the adjusting bolt, and the adjusting bolt is mounted on the adjusting cushion.
7. The support mechanism of claim 6, wherein the bottom of the adjustment pad has a plurality of protrusions mounted thereon.
8. The support mechanism of claim 1, wherein two of the support posts are spaced apart in parallel.
9. A method of supporting a building post-cast sill including the support mechanism of any of claims 1-8, the method comprising the steps of:
s1, determining the number of the supporting mechanisms needed by a control line of the template of the post-construction pouring sill platform after the control line is released on the ground according to the size and the length of the post-construction pouring sill platform, wherein the distance between every two adjacent supporting mechanisms is 0.4-1 m;
S2, installing the templates on two sides of the post-construction pouring sill table, installing two support columns on the outer sides of the two templates respectively, penetrating through penetrating screws on the two support columns, and adjusting limit nuts on the penetrating screws according to the width of the post-construction pouring sill table and the thickness of the templates; under the condition of ensuring the verticality of the support column, adjusting an inclined support plate arranged on the bottom of the support column to a limit opening angle, and rotating an adjusting bolt on the inclined support plate to enable an adjusting pad to be tightly attached to the ground;
S3, installing the internal limiting assembly, and rotating the screw rod to enable the first angle steel and the second angle steel to tightly prop the template from the inner side of the template;
S4, checking and accepting the post-cast sill platform and the template, and pouring concrete; and when the strength of the concrete reaches the form removal strength, removing the supporting mechanism and the template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910801880.5A CN110565945A (en) | 2019-08-28 | 2019-08-28 | Supporting mechanism and building post-cast ridge platform supporting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910801880.5A CN110565945A (en) | 2019-08-28 | 2019-08-28 | Supporting mechanism and building post-cast ridge platform supporting method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110565945A true CN110565945A (en) | 2019-12-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910801880.5A Pending CN110565945A (en) | 2019-08-28 | 2019-08-28 | Supporting mechanism and building post-cast ridge platform supporting method |
Country Status (1)
| Country | Link |
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| CN (1) | CN110565945A (en) |
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| CN113503021A (en) * | 2021-07-07 | 2021-10-15 | 中建八局南方建设有限公司 | Construction method of drilling bolt fastener type formwork support system |
| CN113737823A (en) * | 2021-08-27 | 2021-12-03 | 中国一冶集团有限公司 | Slope frame beam template reinforcing device and slope frame beam template reinforcing method |
| CN113863668A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Tool capable of effectively controlling section size of two-structure guide wall |
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| DE10336414A1 (en) * | 2003-08-08 | 2005-03-31 | Peri Gmbh | Anchor system for concrete shuttering has anchor rod with fixing elements at ends with associated locking device and counter element for force locking contact without need for spacers |
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| CN113737823A (en) * | 2021-08-27 | 2021-12-03 | 中国一冶集团有限公司 | Slope frame beam template reinforcing device and slope frame beam template reinforcing method |
| CN113863668A (en) * | 2021-09-26 | 2021-12-31 | 中国建筑第八工程局有限公司 | Tool capable of effectively controlling section size of two-structure guide wall |
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Application publication date: 20191213 |