CN111593881A - Wall pouring formwork supporting structure - Google Patents
Wall pouring formwork supporting structure Download PDFInfo
- Publication number
- CN111593881A CN111593881A CN202010411673.1A CN202010411673A CN111593881A CN 111593881 A CN111593881 A CN 111593881A CN 202010411673 A CN202010411673 A CN 202010411673A CN 111593881 A CN111593881 A CN 111593881A
- Authority
- CN
- China
- Prior art keywords
- splicing
- beams
- supporting
- inclined surface
- longitudinal
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- 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
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
-
- 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
-
- 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
- E04G25/00—Shores or struts; Chocks
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
-
- 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
- E04G25/00—Shores or struts; Chocks
- E04G2025/003—Supports therefor, e.g. tripods
Landscapes
- 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 invention provides a wall pouring template supporting structure, which adopts the following scheme: including crossbeam, longeron and landing leg, the crossbeam tip is provided with concatenation portion, be provided with a plurality of concatenation hole on the longeron, a plurality of concatenation hole is arranged along the longitudinal direction interval of longeron, the crossbeam splices in the concatenation hole through concatenation portion and is connected with the longeron is detachable, is located the longeron left and right sides and at a concatenation hole of two piece crossbeam commoning of same height, the medial surface of crossbeam and longeron is for being used for carrying out the face of strutting that supports to pouring the template on same face, the crossbeam carries out the auxiliary stay through the landing leg, the landing leg slope sets up and struts the face of strutting and forms triangular supports. The splicing is convenient, the working time is saved, the efficiency is improved, the cost is reduced, and the support is firm and adjustable.
Description
Technical Field
The invention relates to the field of construction equipment, in particular to a wall pouring template supporting structure.
Background
In the building construction, the pouring of cavity concrete is particularly important, and the occupied engineering quantity is large and the consumed time is long.
At present, supporting structures used in concrete pouring are various, but the supporting structures have the defects of complex installation, time and labor consumption and multiple supporting structure components, in addition, the contact area of the existing supporting structures and templates is small, the supporting is unreliable due to structural design defects, the installed supporting structures are not adjustable, the adaptability is weak, and the problems are the problems generally existing in the prior art.
Therefore, aiming at the problems, the development of a wall pouring formwork supporting structure with adjustable splicing is an urgent problem to be solved.
Disclosure of Invention
In order to overcome the defects in the prior art, the invention provides a wall pouring formwork supporting structure.
The technical scheme adopted by the invention for solving the technical problems is as follows: a wall pouring template supporting structure comprises a cross beam, a longitudinal beam and supporting legs, wherein splicing parts are arranged at the end parts of the cross beam, a plurality of splicing holes are formed in the longitudinal beam and are arranged at intervals along the longitudinal direction of the longitudinal beam, the cross beam is spliced into the splicing holes through the splicing parts and is detachably connected with the longitudinal beam, two cross beams which are positioned at the left side and the right side of the longitudinal beam and at the same height share one splicing hole, the inner side surfaces of the cross beam and the longitudinal beam are supporting surfaces used for supporting a pouring template on the same surface, the cross beam is supported in an auxiliary mode through the supporting legs, the supporting legs are obliquely arranged to form triangular supports with the supporting surfaces, the upper parts of the supporting legs are connected with the outer sides of the cross beam, the lower parts of the supporting legs are connected with a telescopic cylinder, a base plate is hinged to the bottom of the telescopic cylinder, and a jack is installed at the bottom of the longitudinal beam, and the bottom of the jack is connected with the ground. The assembly type connection of the cross beams and the longitudinal beams is convenient for the assembly and disassembly of the whole supporting structure, the splicing holes are formed in the longitudinal beams and are in butt joint with the splicing parts of the cross beams, and the two cross beams share one splicing hole, so that the fine left and right adjustment during the splicing of the cross beams can be realized, and the quick and orderly splicing is facilitated; the inner side surfaces of the cross beam and the longitudinal beam form a smooth supporting surface on the same surface, so that the cross beam and the longitudinal beam are tightly attached to a pouring template, and the contact area between the cross beam and the pouring template is greatly increased compared with the existing supporting structure, so that the supporting is facilitated, and the supporting is firmer and more reliable; the support legs are obliquely arranged to form a triangular support with the supporting surface, so that the stability is improved, the support legs are connected with the telescopic cylinder, the telescopic cylinder is hinged with the foundation plate, and the height and the angle of the bottoms of the support legs (the angle is convenient for the connection of the foundation plate and the ground) can be adjusted to adapt to the support of cross beams with different heights; the bottom of the longitudinal beam is provided with a jack, one jack is used for achieving the purpose of supporting the longitudinal beam, and the other jack is used for achieving the function of adjusting the height of the supporting structure after installation. The splicing is convenient, the working time is saved, the efficiency is improved, the cost is reduced, and the support is firm and adjustable.
Furthermore, the outer side surface of the cross beam is provided with a groove, and the upper parts of the supporting legs are clamped into the groove. The grooves are utilized to achieve abutting support with the legs.
Further, the slot includes vertical face and first inclined plane, first inclined plane in the outside of vertical face and with the slope down, with vertical face between contained angle be the obtuse angle, the upper portion of landing leg is provided with second inclined plane and transverse plane, both cooperation installations backs, first inclined plane with the transverse plane laminating, vertical face with the laminating of second inclined plane. The supporting legs are matched with the inclined planes to be more beneficial to tightly adhering to the cross beam, the connection is compact, and the supporting is facilitated.
Furthermore, the end part of the cross beam is provided with a notch, the rear end face of the notch is an abutting face, the cross section area of the splicing part is smaller than that of the main body of the cross beam, and the splicing hole in the longitudinal beam is matched with the splicing part. By utilizing the notch, the splicing part can extend into the splicing hole and be blocked by utilizing the abutting surface.
Furthermore, the side wall of the splicing hole comprises a third inclined plane inclining upwards, and the third inclined plane is attached to the first inclined plane. Is favorable for supporting and matching.
Furthermore, the cross beam is divided into a bent cross beam and a horizontal cross beam, and the inner side face of the bent cross beam is provided with a radian. The bent cross beam is adopted to adapt to the pouring of the wall body with radian, and the splicing mode is utilized to be more beneficial to assembly and support.
Furthermore, a rubber pad is arranged between the bottom of the longitudinal beam and the jack. And the damage deformation to the bottom of the longitudinal beam is reduced.
Further, the inner side parts of the rubber pad and the jack do not exceed the supporting surface. Avoiding the interference to the support of the pouring template.
According to the technical scheme, the invention has the following advantages:
the scheme provides a wall pouring template supporting structure, the assembly and disassembly of the whole supporting structure are facilitated through the assembly type connection of the cross beams and the longitudinal beams, the splicing holes are formed in the longitudinal beams and are in butt joint with the splicing parts of the cross beams, and the two cross beams share one splicing hole, so that the fine left and right adjustment during the splicing of the cross beams can be realized, and the quick and orderly splicing is facilitated; the inner side surfaces of the cross beam and the longitudinal beam form a smooth supporting surface on the same surface, so that the cross beam and the longitudinal beam are tightly attached to a pouring template, and the contact area between the cross beam and the pouring template is greatly increased compared with the existing supporting structure, so that the supporting is facilitated, and the supporting is firmer and more reliable; the support legs are obliquely arranged to form a triangular support with the supporting surface, so that the stability is improved, the support legs are connected with the telescopic cylinder, the telescopic cylinder is hinged with the foundation plate, and the height and the angle of the bottoms of the support legs (the angle is convenient for the connection of the foundation plate and the ground) can be adjusted to adapt to the support of cross beams with different heights; the bottom of the longitudinal beam is provided with a jack, one jack is used for achieving the purpose of supporting the longitudinal beam, and the other jack is used for achieving the function of adjusting the height of the supporting structure after installation. The splicing is convenient, the working time is saved, the efficiency is improved, the cost is reduced, and the support is firm and adjustable.
Drawings
In order to more clearly illustrate the technical solution of the present invention, the drawings used in the description will be briefly introduced, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a side view of an embodiment of the present invention.
FIG. 2 is a top view of an embodiment of the present invention.
FIG. 3 is a side view of a portion of a cross beam in accordance with an embodiment of the present invention.
Fig. 4 is a front view of fig. 3.
Fig. 5 is a rear side view of fig. 3.
Fig. 6 is a schematic view of a stringer portion in an embodiment of the present invention.
FIG. 7 is a schematic view of a leg portion in an embodiment of the present invention.
FIG. 8 is a schematic view of the bottom of a leg portion in an embodiment of the present invention.
In the figure, the support comprises a longitudinal beam 1, a longitudinal beam 2, a transverse beam 3, a support leg 4, a telescopic cylinder 5, a base anchor plate 6, a foundation bolt 7, a jack 8, a rubber pad 9, a support surface 11, a splicing hole 12, a third inclined surface 21, a groove 22, a splicing part 23, a notch 211, a vertical surface 212 and a first inclined surface.
Detailed Description
In order to make the objects, features and advantages of the present invention more obvious and understandable, the technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings in the present embodiment, and it is apparent that the embodiments described below are only a part of embodiments of the present invention, and not all embodiments. 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 scope of protection of this patent.
As shown in fig. 1-8, the invention provides a wall casting formwork supporting structure, which mainly comprises a cross beam 2, a longitudinal beam 1 and support legs 3, wherein the end part of the cross beam 2 is provided with a splicing part 22, the longitudinal beam 1 is provided with a plurality of splicing holes 11, the splicing holes 11 are arranged at intervals along the longitudinal direction of the longitudinal beam 1, the cross beam 2 is spliced into the splicing holes 11 through the splicing part 22 and is detachably connected with the longitudinal beam 1, two cross beams 2 which are positioned at the left side and the right side of the longitudinal beam 1 and at the same height share one splicing hole 11, the inner side surfaces of the cross beam 2 and the longitudinal beam 1 are supporting surfaces 9 used for supporting a casting formwork on the same surface, the cross beam 2 is supported by the support legs 3, the support legs 3 are obliquely arranged to form a triangular support with the supporting surfaces 9, the upper parts of the support legs 3 are connected with the outer sides of the cross beam 2, the lower parts, the bottom of the telescopic cylinder 4 is hinged with a base plate 5, an anchor bolt 6 is mounted on the base plate 5 and connected with the ground through the anchor bolt 6, a jack 7 is mounted at the bottom of the longitudinal beam 1, and the bottom of the jack 7 is connected with the ground. The assembly type connection of the cross beams 2 and the longitudinal beams 1 is convenient for the assembly and disassembly of the whole supporting structure, the splicing holes 11 are formed in the longitudinal beams 1 and are in butt joint with the splicing parts 22 of the cross beams 2, and the two cross beams 2 share one splicing hole 11, so that the fine left and right adjustment of the cross beams 2 during splicing can be realized, and the quick and orderly splicing is facilitated; the inner side surfaces of the cross beam 2 and the longitudinal beam 1 form a smooth supporting surface 9 on the same surface, so that the close fitting with a pouring template is realized, and the contact area with the supporting surface 9 is greatly increased compared with the existing supporting structure, thereby being beneficial to supporting and ensuring the supporting to be firmer and more reliable; the supporting legs 3 are obliquely arranged to form triangular supports with the supporting surfaces 9, so that the stability is improved, the supporting legs 3 are connected with the telescopic cylinders 4, the telescopic cylinders 4 are hinged with the floor boards 5, and the adjustment of the height and the angle of the bottoms of the supporting legs 3 (the angle is convenient for the connection of the floor boards 5 and the ground) is achieved, so that the supporting legs are suitable for supporting the cross beams 2 with different heights; the bottom of the longitudinal beam 1 is provided with a jack 7, one is used for achieving the purpose of supporting the longitudinal beam 1, and the other is used for achieving the function of adjusting the height of the supporting structure after installation. The splicing is convenient, the working time is saved, the efficiency is improved, the cost is reduced, and the support is firm and adjustable.
Wherein, the lateral surface of crossbeam 2 is provided with slot 21, the upper portion of landing leg 3 is gone into to snap into slot 21, utilizes slot 21 to realize the butt support with landing leg 3. Further, slot 21 includes vertical face 211 and first inclined plane 212, first inclined plane 212 in the outside of vertical face 211 and with the slope down, with vertical face 211 between contained angle be the obtuse angle, the upper portion of landing leg 3 is provided with second inclined plane and transverse plane, both cooperation installations backs, first inclined plane 212 with the transverse plane laminating, vertical face 211 with the laminating of second inclined plane utilizes the inclined plane cooperation to make landing leg 3 more do benefit to and paste tight crossbeam 2, connects compactly, does benefit to the support. The end part of the cross beam 2 is provided with a notch 23, the rear end face of the notch 23 is an abutting surface, the cross section area of the splicing part 22 is smaller than that of the main body of the cross beam 2, the splicing hole 11 on the longitudinal beam 1 is matched with the splicing part 22, and the splicing part 22 can extend into the splicing hole 11 and be blocked by the abutting surface by utilizing the notch 23. The side wall of the splicing hole 11 comprises a third inclined surface 12 inclined upwards, and the third inclined surface 12 is attached to the first inclined surface 212 to be beneficial to supporting and matching.
In addition, crossbeam 2 divide into crooked crossbeam 2 and horizontal beam 2, the medial surface of crooked crossbeam 2 has the radian, utilizes crooked crossbeam 2 to pour with the wall body that the adaptation has the radian, and utilizes this kind of concatenation mode to more do benefit to and assemble the support.
In addition, a rubber pad 8 is arranged between the bottom of the longitudinal beam 1 and the jack 7, so that damage and deformation to the bottom of the longitudinal beam 1 are reduced. The inner parts of the rubber pads 8 and the jacks 7 do not exceed the supporting surface 9, so that interference on the pouring formwork support is avoided.
The terms "upper", "lower", "outside", "inside" and the like in the description and claims of the present invention and the above drawings, if any, are used for distinguishing relative positions without necessarily being construed qualitatively. It is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the invention described herein are capable of operation in sequences other than those illustrated or described herein. Furthermore, the terms "comprising" and "having," as well as any variations thereof, are intended to cover non-exclusive inclusions.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (8)
1. The wall pouring formwork supporting structure is characterized by comprising cross beams (2), longitudinal beams (1) and supporting legs (3), wherein splicing portions (22) are arranged at the ends of the cross beams (2), a plurality of splicing holes (11) are formed in the longitudinal beams (1), the splicing holes (11) are distributed at intervals along the longitudinal direction of the longitudinal beams (1), the cross beams (2) are spliced into the splicing holes (11) through the splicing portions (22) and are detachably connected with the longitudinal beams (1), the two cross beams (2) which are positioned on the left side and the right side of the longitudinal beams (1) and at the same height share one splicing hole (11), the inner side faces of the cross beams (2) and the longitudinal beams (1) are supporting faces (9) used for supporting a pouring formwork on the same face, the cross beams (2) are supported in an auxiliary mode through the supporting legs (3), the supporting legs (3) are obliquely arranged to form triangular supports with the supporting faces (9), the upper portion of landing leg (3) is connected with the outside of crossbeam (2), the sub-unit connection of landing leg (3) has telescoping cylinder (4), the bottom of telescoping cylinder (4) articulates there is baseboard (5), install rag bolt (6) on baseboard (5) and be connected with ground through rag bolt (6), jack (7) are installed to the bottom of longeron (1), the bottom and the ground of jack (7) are connected.
2. A wall casting formwork support structure as claimed in claim 1, wherein the outer side of the beam (2) is provided with a groove (21), and the upper part of the leg (3) is snapped into the groove (21).
3. The wall casting formwork support structure according to claim 2, wherein the groove (21) comprises a vertical surface (211) and a first inclined surface (212), the first inclined surface (212) is arranged on the outer side of the vertical surface (211) and is inclined downwards, an included angle between the first inclined surface and the vertical surface (211) is an obtuse angle, a second inclined surface (31) and a transverse surface are arranged on the upper portion of the supporting leg (3), after the first inclined surface (212) and the transverse surface are installed in a matched mode, the first inclined surface and the transverse surface are attached, and the vertical surface (211) and the second inclined surface (31) are attached.
4. A wall-casting formwork support structure as claimed in claim 3, wherein the end of the beam (2) is provided with a notch (23), the rear end face of the notch (23) is an abutting face, the cross-sectional area of the splicing part is smaller than that of the main body of the beam, and the splicing hole (11) on the longitudinal beam (1) is matched with the splicing part (22).
5. A wall casting formwork support structure as claimed in claim 4, wherein the side wall of the splicing aperture (11) comprises a third inclined surface (12) inclined upwards, and the third inclined surface (12) is attached to the first inclined surface (212).
6. A wall casting formwork support structure as claimed in claim 5, wherein the beams (2) are divided into curved beams and horizontal beams, the inner side of the curved beams having a curvature.
7. A wall casting formwork support structure as claimed in claim 1, wherein a rubber pad (8) is arranged between the bottom of the longitudinal beam (1) and the jack (7).
8. A wall casting formwork support structure as claimed in claim 7, wherein the inner part of the rubber pad (8) and the jack (7) does not exceed the support surface (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010411673.1A CN111593881A (en) | 2020-05-15 | 2020-05-15 | Wall pouring formwork supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010411673.1A CN111593881A (en) | 2020-05-15 | 2020-05-15 | Wall pouring formwork supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111593881A true CN111593881A (en) | 2020-08-28 |
Family
ID=72189756
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010411673.1A Pending CN111593881A (en) | 2020-05-15 | 2020-05-15 | Wall pouring formwork supporting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111593881A (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2280788A (en) * | 1987-09-25 | 1989-04-06 | Leonard Rodger Fitzgerald | Lipped channel formwork |
| CN101004107A (en) * | 2007-01-17 | 2007-07-25 | 哈尔滨鸿盛房屋节能体系研发中心 | Supporting structure for wall construction, and supporting method |
| CN101654956A (en) * | 2008-08-18 | 2010-02-24 | 杨小平 | Support mould method for cast-in-situ wall bodies |
| CN202745067U (en) * | 2012-08-13 | 2013-02-20 | 中国十九冶集团有限公司 | A template bearing structure for basic wall pours |
| CN103422667A (en) * | 2013-09-06 | 2013-12-04 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN204849820U (en) * | 2015-06-16 | 2015-12-09 | 中铁建大桥工程局集团第五工程有限公司 | Unilateral formwork of shaped steel combination |
| CN105649320A (en) * | 2016-01-07 | 2016-06-08 | 厦门盛安居建材有限公司 | Formwork for pouring wall body and construction method thereof |
| CN207499451U (en) * | 2017-11-02 | 2018-06-15 | 中国建筑第八工程局有限公司 | Outer wall of basement single-face support mold apparatus |
| CN108266043A (en) * | 2018-01-12 | 2018-07-10 | 江阴市联众安全设施有限公司 | A kind of guardrail of fast demountable |
| CN209741912U (en) * | 2019-03-19 | 2019-12-06 | 中铁五局集团第四工程有限责任公司 | Rail type movable formwork support |
| CN209907266U (en) * | 2019-03-14 | 2020-01-07 | 张家港市永茂住宅工业有限公司 | Prefabricated combined reinforced concrete isolation guardrail |
-
2020
- 2020-05-15 CN CN202010411673.1A patent/CN111593881A/en active Pending
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2280788A (en) * | 1987-09-25 | 1989-04-06 | Leonard Rodger Fitzgerald | Lipped channel formwork |
| CN101004107A (en) * | 2007-01-17 | 2007-07-25 | 哈尔滨鸿盛房屋节能体系研发中心 | Supporting structure for wall construction, and supporting method |
| CN101654956A (en) * | 2008-08-18 | 2010-02-24 | 杨小平 | Support mould method for cast-in-situ wall bodies |
| CN202745067U (en) * | 2012-08-13 | 2013-02-20 | 中国十九冶集团有限公司 | A template bearing structure for basic wall pours |
| CN103422667A (en) * | 2013-09-06 | 2013-12-04 | 南京工业大学 | Double-plate prefabricated superposed wall supporting system |
| CN204849820U (en) * | 2015-06-16 | 2015-12-09 | 中铁建大桥工程局集团第五工程有限公司 | Unilateral formwork of shaped steel combination |
| CN105649320A (en) * | 2016-01-07 | 2016-06-08 | 厦门盛安居建材有限公司 | Formwork for pouring wall body and construction method thereof |
| CN207499451U (en) * | 2017-11-02 | 2018-06-15 | 中国建筑第八工程局有限公司 | Outer wall of basement single-face support mold apparatus |
| CN108266043A (en) * | 2018-01-12 | 2018-07-10 | 江阴市联众安全设施有限公司 | A kind of guardrail of fast demountable |
| CN209907266U (en) * | 2019-03-14 | 2020-01-07 | 张家港市永茂住宅工业有限公司 | Prefabricated combined reinforced concrete isolation guardrail |
| CN209741912U (en) * | 2019-03-19 | 2019-12-06 | 中铁五局集团第四工程有限责任公司 | Rail type movable formwork support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111593881A (en) | Wall pouring formwork supporting structure | |
| CN207538078U (en) | A kind of pipe gallery early tears sliding plate device open | |
| CN211006269U (en) | Side form supporting device for pavement base construction | |
| CN210887832U (en) | Assembled stair installing support | |
| CN210238761U (en) | Prefabricated balcony slab of assembled with stable connection structure | |
| CN210342651U (en) | Bottom angle plate for assembling building aluminum template | |
| CN210887980U (en) | Embedded leveling support and leveling construction tool for ground concrete | |
| CN210828323U (en) | Exempt from to tear open mould cement template with support frame of locking | |
| CN213849255U (en) | Novel expansion type lifting table | |
| CN112647429A (en) | Box girder with anchoring device and box girder bridge | |
| CN218699906U (en) | Prefabricated groove for house prefabricated plate | |
| CN203514798U (en) | Fixed type back arris clamp for combined aluminum formwork | |
| CN215631639U (en) | Combined stair template | |
| CN205116859U (en) | Modularization roofing communication tower | |
| CN221052919U (en) | Assembled building wall | |
| CN212002128U (en) | Construction frame for building | |
| CN215671026U (en) | Splayed falling plate shaping die | |
| CN219909047U (en) | Split retaining wall | |
| CN218149328U (en) | Prefabricated waterproof construction of roofing that goes out of quick concatenation | |
| CN220080039U (en) | Underground structure lining wall template structure | |
| CN214834734U (en) | Post-cast strip supports top and holds in palm and post-cast strip bearing structure | |
| CN109680923A (en) | A kind of mounting structure and building method of builder's jack bottom platform | |
| CN215210298U (en) | Multi-section assembled wooden plank road | |
| CN213174137U (en) | Prefabricated balcony | |
| CN218990542U (en) | Reinforcing apparatus of assembled wall body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200828 |