CN220746987U - Step-shaped independent foundation formwork reinforcing structure - Google Patents
Step-shaped independent foundation formwork reinforcing structure Download PDFInfo
- Publication number
- CN220746987U CN220746987U CN202322379083.7U CN202322379083U CN220746987U CN 220746987 U CN220746987 U CN 220746987U CN 202322379083 U CN202322379083 U CN 202322379083U CN 220746987 U CN220746987 U CN 220746987U
- Authority
- CN
- China
- Prior art keywords
- order
- template
- clamping
- abutted
- strips
- 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.)
- Active
Links
- 238000009415 formwork Methods 0.000 title claims description 18
- 230000003014 reinforcing effect Effects 0.000 title description 7
- 230000002787 reinforcement Effects 0.000 claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims description 49
- 239000010959 steel Substances 0.000 claims description 49
- 230000007246 mechanism Effects 0.000 claims description 17
- 230000000149 penetrating effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 2
- 238000004904 shortening Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011120 plywood Substances 0.000 description 2
- 229910000639 Spring steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The application discloses independent basis template reinforced structure of step belongs to building templates technical field, and it is including setting up the second order basis on the bed course, is provided with first order basis on the second order basis, fixedly connected with reinforcement cage and a plurality of rag bolt on the bed course, and reinforcement cage and a plurality of rag bolt pass second order basis and first order basis in proper order, and the one end of a plurality of rag bolts all is located first order basis outside, is provided with the reinforcement on the first order basis, and the rag bolt can be fixed to the reinforcement. The application has the effect of shortening the construction period.
Description
Technical Field
The application relates to the technical field of building templates, in particular to a stepped independent foundation template reinforcing structure.
Background
At present, in the construction of a stepped independent foundation of a factory building, a bamboo plywood and a square wood back edge are generally adopted as templates.
In the existing template technology, a plurality of square timber or steel pipes are adopted for supporting and fixing between the upper first-order template and the lower second-order template and between the second-order template and surrounding soil bodies.
With respect to the related art in the above, the inventors consider that there are the following drawbacks: the template is installed and dismantled the work load great, and is manual operation, and the efficiency of construction is lower, and simultaneously in dismantling the in-process repeatedly, the loss rate of bamboo plywood and square timber is higher, turnover number of times is few, and the material is extravagant comparatively serious.
Disclosure of Invention
In order to shorten the construction period, the application provides a stepped independent foundation formwork reinforcing structure.
The application provides a step independent basic template reinforced structure adopts following technical scheme:
the utility model provides a step-shaped independent basis template reinforced structure, includes the second order basis that sets up on the bed course, be provided with first order basis on the second order basis, fixedly connected with steel reinforcement cage and a plurality of rag bolt on the bed course, steel reinforcement cage and a plurality of rag bolt pass in proper order the second order basis with first order basis, a plurality of rag bolt's one end all is located first order basis is outside, be provided with the reinforcement on the first order basis, the reinforcement can be fixed rag bolt.
Through adopting above-mentioned technical scheme, utilize second order basis and first order basis, can build the template fast to shortened construction cycle, and utilized rag bolt and steel reinforcement cage, improved cement and pour fashioned intensity.
Preferably, the second-order foundation comprises a second-order template, a first supporting component and a second supporting component which are placed on the cushion layer, and the first supporting component and the second supporting component are all abutted to the outer side of the second-order template.
By adopting the technical scheme, two groups of support pieces are simultaneously abutted on the second-order template, so that the strength of the second-order template is improved.
Preferably, the first support assembly comprises two first steel bars, two first connecting bars and a plurality of groups of clamping mechanisms, wherein the two first steel bars are all arranged on the cushion layer, the two first steel bars are all abutted on the side wall of the second-order template, the two first connecting bars are all fixedly connected with the first steel bars, the two first connecting bars are all abutted on the side wall of the second-order template, a skid is arranged on each first steel bar, the clamping mechanisms are arranged on the cushion layer, and the clamping mechanisms are used for fixing the skid and the first steel bars on the cushion layer;
the second support assembly comprises two second steel bars and two second connecting strips, the second steel bars are fixedly connected with the second connecting strips, and the second steel bars and the second connecting strips are all abutted to the side walls of the second-order templates.
Through adopting above-mentioned technical scheme, utilize two first billet and two first connecting strips butt on the second order template earlier, then make second billet and second connecting strip butt on the second order template to the possibility that the damage takes place for the second order template has been reduced.
Preferably, the first-order foundation comprises a first-order template, a third supporting component and a fourth supporting component, the first-order template is arranged on the second-order template, the third supporting component comprises two long strips and two short strips, the two long strips are fixedly connected with the second connecting strip through fixing bolts, the two long strips are positioned above the second-order template, the two short strips are fixedly connected onto the long strips, and the long strips and the short strips are abutted onto the side wall of the first-order template;
the fourth support assembly comprises two long rods and two short rods, wherein the long rods are fixedly connected with the short rods, and the long rods and the short rods are all abutted to the side wall of the first-order template.
Through adopting above-mentioned technical scheme, be fixed in the second connecting strip with two rectangular earlier, then place first order template in the middle of two rectangular, afterwards with two shortcuts fixed connection in proper order on rectangular, and make two shortcuts butt in the outside of first order template to make first order template fixed, rethread two stock and two shortcuts butt in first order template, and then improved the intensity of first order template.
Preferably, the reinforcement comprises a cross rod, the cross rod is fixedly connected to the short rod through a fixing bolt, a plurality of through holes for the anchor bolts to pass through are formed in the cross rod, the cross rod is located above the first-order template, nuts are connected to the anchor bolts in a rotating mode, and the nuts are abutted to the cross rod.
Through adopting above-mentioned technical scheme, when strengthening rag bolt, remove the horizontal pole for rag bolt passes through the hole, then turns to tight nut for the nut butt is on the horizontal pole, thereby has reduced rag bolt at the in-process of pouring, takes place the possibility of slope.
Preferably, the clamping mechanism comprises a clamping frame, one side of the clamping frame is abutted against the cushion layer, a clamping block is slidably arranged on the clamping frame, and the clamping block is abutted against the skid;
the clamping mechanism further comprises a limiting assembly used for fixing the clamping block.
Through adopting above-mentioned technical scheme, after two first billet and first connecting strip butt are on the second order template, place the skid on first billet, then utilize step by step to make skid and first billet hug closely on the bed course earlier, remove the clamping frame for clamping frame butt is on the bed course, then remove the clamping piece, make clamping piece butt on the skid, afterwards make clamping piece spacing through spacing subassembly, thereby be fixed in skid and first billet on the bed course.
Preferably, a sliding groove is formed in the clamping frame, a sliding block is fixedly connected to the clamping block, and the sliding block is in sliding connection with the inner wall of the sliding groove.
Through adopting above-mentioned technical scheme, the clamp block removes and drives the sliding block and remove along the extending direction of spout to the stability of clamp block removal has been improved.
Preferably, the limiting component comprises two elastic plates, mounting grooves are formed in two side walls of the sliding groove, one ends of the elastic plates are fixedly connected to the inner wall of the mounting grooves, the other ends of the elastic plates are abutted to the sliding blocks, and the clamping frames are provided with moving frames which can deform the two elastic plates.
By adopting the technical scheme, the two elastic plates are tightly attached to the sliding block, and the possibility of movement of the sliding block and the clamping block is reduced under the action of friction force between the elastic plates and the sliding block.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the second-order foundation and the first-order foundation are utilized to quickly build the template, so that the construction period is shortened, and the foundation bolts and the reinforcement cage are utilized to improve the strength of cement pouring molding;
2. when the foundation bolt is reinforced, the cross rod is moved, so that the foundation bolt passes through the through hole, and then the nut is turned tightly, so that the nut is abutted against the cross rod, and the possibility of inclination of the foundation bolt in the pouring process is reduced;
3. after two first steel bars and first connecting strip butt are on the second order template, place the skid on first steel bar, then utilize step by step to make skid and first steel bar hug closely on the bed course earlier, remove the clamping frame again for clamping frame butt is on the bed course, then remove the clamping piece, make clamping piece butt on the skid, afterwards make clamping piece spacing through spacing subassembly, thereby be fixed in skid and first steel bar on the bed course, and then improved the convenience of installation second order template.
Drawings
Fig. 1 is a schematic structural diagram of the whole embodiment of the present application.
Fig. 2 is a cross-sectional view of an embodiment of the present application.
Fig. 3 is a schematic view showing the structure of the clamping mechanism according to the present application.
Fig. 4 is an enlarged view at a in fig. 3 of the present application.
Reference numerals: 1. a cushion layer; 11. a reinforcement cage; 12. an anchor bolt; 2. a second order basis; 21. a second order template; 22. a first support assembly; 23. a first steel bar; 24. a first connecting bar; 25. a skid; 26. a clamping mechanism; 27. a clamping frame; 271. a chute; 272. a mounting groove; 28. a clamping block; 281. a sliding block; 3. a limit component; 31. an elastic plate; 32. a moving rack; 33. a protrusion; 34. a second support assembly; 35. a second steel bar; 36. a second connecting bar; 4. a first order basis; 41. a first order template; 42. a third support assembly; 43. a strip; 44. short strips; 45. a fourth support assembly; 46. a long rod; 47. a short bar; 5. a reinforcement; 51. a cross bar; 52. a nut; 6. and (5) fixing bolts.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-4.
The embodiment of the application discloses a stepped independent foundation formwork reinforcing structure. Referring to fig. 1, a stepped independent foundation formwork reinforcing structure includes a second-order foundation 2 disposed on a cushion layer 1, a first-order foundation 4 is disposed on the second-order foundation 2, a reinforcement cage 11 and two anchor bolts 12 are fixedly connected to the cushion layer 1, the reinforcement cage 11 and the anchor bolts 12 sequentially penetrate through the second-order foundation 2 and the first-order foundation 4, one ends of the two anchor bolts 12 are located outside the first-order foundation 4, a reinforcement 5 is disposed on the first-order foundation 4, and the reinforcement 5 can fix the anchor bolts 12.
Referring to the drawings, the second-order foundation 2 includes a second-order formwork 21, a first supporting component 22 and a second supporting component 34, which are disposed on the cushion layer 1, and the first supporting component 22 and the second supporting component 34 are both abutted on the outer side wall of the second-order formwork 21, so that the strength of the second-order formwork 21 is improved.
The first support assembly 22 comprises two first steel bars 23, two first connecting bars 24 and four groups of clamping mechanisms 26, wherein the first steel bars 23 and the first connecting bars 24 are respectively arranged on the cushion layer 1, the two first steel bars 23 are respectively abutted on the outer side wall of the second-order template 21, the two first connecting bars 24 are respectively fixedly connected with the first steel bars 23, the two first connecting bars 24 are respectively abutted on the outer side wall of the second-order template 21, the skid 25 is respectively arranged on each first steel bar 23, the clamping mechanisms 26 are arranged on the cushion layer 1, the clamping mechanisms 26 are used for fixing the skid 25 and the first steel bars 23 on the cushion layer 1, and each skid 25 corresponds to the two groups of clamping mechanisms 26.
Referring to the figure, the clamping mechanism 26 includes a clamping frame 27 and a limiting component 3, one side of the clamping frame 27 is abutted to the cushion layer 1, a clamping block 28 is slidably mounted on the clamping frame 27, a sliding groove 271 is formed in the clamping frame 27, the sliding groove 271 is a T-shaped groove, a sliding block 281 is fixedly connected to the clamping block 28, the sliding block 281 is a T-shaped sliding block, the sliding block 281 is attached to the inner side wall of the sliding groove 271 and slides, and the clamping block 28 is abutted to the skid 25.
The limiting component 3 comprises elastic plates 31, two elastic plates 31 are arranged, the two elastic plates 31 are made of spring steel, mounting grooves 272 are formed in two side walls of each sliding groove 271, one end of each elastic plate 31 is fixedly connected to the inner side wall of each mounting groove 272, the other end of each elastic plate 31 is abutted to the corresponding sliding block, a movable frame 32 is arranged on each clamping frame 27, each movable frame 32 is of a U-shaped structure, protrusions 33 are arranged on each movable frame 32, the protrusions 33 are in one-to-one correspondence with the corresponding elastic plates 31, the movable frames 32 are moved, the protrusions 33 push the corresponding elastic plates 31, and accordingly the elastic plates 31 deform, the elastic plates 31 are not abutted to the corresponding sliding blocks, and the purpose of limiting the sliding blocks is achieved.
Referring to the figure, the second support assembly 34 includes a second steel bar 35 and a second connecting bar 36, two second steel bars 35 and two second connecting bars 36, and the second steel bar 35 and the second connecting bar 36 are abutted against the outer side wall of the second-order formwork 21.
Referring to the drawings, the first-order foundation 4 includes a first-order template 41, a third support assembly 42, and a fourth support assembly 45, and the first-order template 41 is disposed on the second-order template 21.
The third supporting component 42 includes two long strips 43 and two short strips 44, the two long strips 43 are fixedly connected with the second connecting strip 36 through the fixing bolts 6, the two long strips 43 are located above the second-order template 21, the two short strips 44 are fixedly connected with the long strips 43, and the long strips 43 and the short strips 44 are abutted against the outer side wall of the first-order template 41.
The fourth supporting component 45 includes two long rods 46 and two short rods 47, the long rods 46 and the short rods 47 are connected and fixed with the short rods 47, and the long rods 46 and the short rods 47 are abutted against the outer side walls of the first-stage templates 41.
Referring to the drawings, the reinforcement 5 includes a cross rod 51, the cross rod 51 is fixedly connected to the short rod 47 through a fixing bolt 6, two through holes (not shown in the drawings) through which the anchor bolts 12 pass are formed in the cross rod 51, the through holes are in one-to-one correspondence with the anchor bolts 12, the cross rod 51 is located above the first-order formwork 41, nuts 52 are rotatably connected to the anchor bolts 12, the nuts 52 are abutted to the cross rod 51, and the anchor bolts 12 are fixed by the cross rod 51, so that the possibility of inclination of the anchor bolts 12 in the pouring process is reduced.
When the step-shaped independent foundation template is assembled, the second-order template 21 is placed on the cushion layer 1, then the first steel bar 23 and the first connecting strip 24 are abutted on the side wall of the bottom of the second-order template 21 in a moving mode, the first steel bar 23 and the first connecting strip 24 are connected and fixed, then the skid 25 is placed on the first steel bar 23, the skid 25 and the first steel bar 23 are tightly attached to the cushion layer 1 by using a step, then the clamping frame 27 is moved, one side of the clamping frame 27 is tightly attached to the cushion layer 1, then the clamping block 28 is moved, after the clamping block 28 is tightly attached to the skid 25, the elastic plate 31 is abutted on the sliding block 281, so that the sliding block 281 and the clamping block 28 are limited, the second steel bar 35 and the second connecting strip 36 are further installed on the cushion layer 1, the second steel bar 35 and the second connecting strip 36 are abutted on the outer side wall of the upper end of the second-order template 21, so that the strength of the second-order template 21 is improved, after the strip 43 is fixedly attached to the second steel bar 35 and the second connecting strip 36, one side wall of the second steel bar 27 is tightly attached to the cushion layer 1, the clamping block 27 is tightly attached to the side wall of the cushion layer 1, then the clamping block 28 is moved, after the clamping block 28 is tightly attached to the side wall of the second steel bar 27, the side wall is tightly attached to the side wall of the second steel bar 41, the side wall is tightly attached to the side wall of the second bar 43, the side wall is tightly attached to the second connecting strip 43 is tightly attached to the side wall 4, so that the side wall is tightly attached to the side wall 41, the side wall is tightly attached to the side wall, so that the side 43 is tightly attached to the side 43 is tightly 4, and the side 43 is tightly attached to the side 4.
The implementation principle of the step-shaped independent foundation formwork reinforcing structure is as follows: the second-order foundation 2 is installed on the cushion layer 1, and then the first-order foundation 4 is installed on the second-order foundation 2, so that the installation of the step-shaped independent foundation template is completed.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a step-shaped independent basis template reinforced structure, includes second order basis (2) that set up on bed course (1), its characterized in that: be provided with first order basis (4) on second order basis (2), fixedly connected with steel reinforcement cage (11) and a plurality of rag bolt (12) on bed course (1), steel reinforcement cage (11) and a plurality of rag bolt (12) pass in proper order second order basis (2) with first order basis (4), a plurality of rag bolt (12)'s one end all is located first order basis (4) are outside, be provided with reinforcement (5) on first order basis (4), reinforcement (5) can fix rag bolt (12).
2. A stepped independent foundation formwork reinforcement structure as claimed in claim 1, wherein: the second-order foundation (2) comprises a second-order template (21), a first supporting component (22) and a second supporting component (34) which are placed on the cushion layer (1), wherein the first supporting component (22) and the second supporting component (34) are all abutted to the outer side of the second-order template (21).
3. A stepped independent foundation formwork reinforcement structure as claimed in claim 2, wherein: the first support assembly (22) comprises two first steel bars (23), two first connecting bars (24) and a plurality of groups of clamping mechanisms (26), wherein the two first steel bars (23) are all arranged on the cushion layer (1), the two first steel bars (23) are all abutted on the side wall of the second-order template (21), the two first connecting bars (24) are all fixedly connected with the first steel bars (23), the two first connecting bars (24) are all abutted on the side wall of the second-order template (21), a skid (25) is arranged on each first steel bar (23), the clamping mechanisms (26) are arranged on the cushion layer (1), and the clamping mechanisms (26) are used for fixing the skid (25) and the first steel bars (23) on the cushion layer (1);
the second support assembly (34) comprises two second steel bars (35) and two second connecting strips (36), the second steel bars (35) are fixedly connected with the second connecting strips (36), and the second steel bars (35) and the second connecting strips (36) are all abutted to the side walls of the second-order templates (21).
4. A stepped independent foundation formwork reinforcement structure as claimed in claim 3, wherein: the first-order foundation (4) comprises a first-order template (41), a third supporting component (42) and a fourth supporting component (45), the first-order template (41) is arranged on the second-order template (21), the third supporting component (42) comprises two long strips (43) and two short strips (44), the two long strips (43) are fixedly connected with the second connecting strip (36) through fixing bolts (6), the two long strips (43) are located above the second-order template (21), the two short strips (44) are fixedly connected onto the long strips (43), and the long strips (43) and the short strips (44) are all abutted onto the side walls of the first-order template (41);
the fourth support assembly (45) comprises two long rods (46) and two short rods (47), the long rods (46) are fixedly connected with the short rods (47), and the long rods (46) and the short rods (47) are all abutted to the side walls of the first-order templates (41).
5. The stepped independent foundation formwork reinforcement structure of claim 4, wherein: the reinforcement (5) comprises a cross rod (51), the cross rod (51) is fixedly connected to the short rod (47) through a fixing bolt (6), a plurality of penetrating holes for the anchor bolts (12) to penetrate are formed in the cross rod (51), the cross rod (51) is located above the first-order template (41), nuts (52) are rotationally connected to the anchor bolts (12), and the nuts (52) are abutted to the cross rod (51).
6. A stepped independent foundation formwork reinforcement structure as claimed in claim 3, wherein: the clamping mechanism (26) comprises a clamping frame (27), one side of the clamping frame (27) is abutted against the cushion layer (1), a clamping block (28) is slidably arranged on the clamping frame (27), and the clamping block (28) is abutted against the skid (25);
the clamping mechanism (26) further comprises a limiting assembly (3) for fixing the clamping block (28).
7. The stepped independent foundation formwork reinforcement structure of claim 6, wherein: a sliding groove (271) is formed in the clamping frame (27), a sliding block (281) is fixedly connected to the clamping block (28), and the sliding block (281) is slidably connected with the inner wall of the sliding groove (271).
8. The stepped independent foundation formwork reinforcement structure of claim 7, wherein: limiting component (3) are including two elastic plates (31), mounting groove (272) have all been seted up on spout (271) both sides wall, the one end of elastic plate (31) all fixed connection in on the inner wall of mounting groove (272), the other end of elastic plate (31) all butt is on the slider, be provided with on clamping frame (27) and remove frame (32), remove frame (32) can make two elastic plates (31) deformation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322379083.7U CN220746987U (en) | 2023-09-01 | 2023-09-01 | Step-shaped independent foundation formwork reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322379083.7U CN220746987U (en) | 2023-09-01 | 2023-09-01 | Step-shaped independent foundation formwork reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220746987U true CN220746987U (en) | 2024-04-09 |
Family
ID=90567717
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322379083.7U Active CN220746987U (en) | 2023-09-01 | 2023-09-01 | Step-shaped independent foundation formwork reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220746987U (en) |
-
2023
- 2023-09-01 CN CN202322379083.7U patent/CN220746987U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN220746987U (en) | Step-shaped independent foundation formwork reinforcing structure | |
| CN209760781U (en) | integral assembly type residential formwork | |
| CN111042375B (en) | Prefabricated assembled recycled concrete wallboard | |
| CN207643373U (en) | A kind of prefabricated anchor block adjustable composite steel form | |
| CN215279686U (en) | Multi-group keel welding device for AAC plate | |
| CN214783307U (en) | Cast-in-place support of case roof beam | |
| CN210658427U (en) | Embedded positioning frame for hidden support main rib | |
| CN211548768U (en) | A reinforcing apparatus for building engineering frame post template | |
| CN210507768U (en) | Novel prefabricated balcony | |
| CN220747639U (en) | Shaping steel trabecula structure | |
| CN208251318U (en) | A kind of light steel house of assembly type | |
| CN219175831U (en) | Building installation template convenient to dismouting | |
| CN113914615B (en) | Concrete beam formwork capable of being used for assembling different beam heights | |
| CN220620633U (en) | Assembled prefabricated floor | |
| CN217476202U (en) | Production equipment of prestressed concrete solid square pile | |
| CN212477779U (en) | Additional strengthening for water conservancy construction cofferdam | |
| CN214090956U (en) | Aluminum alloy template for building reinforced by back edge | |
| CN220889150U (en) | Suspended ceiling reinforcing structure for building construction | |
| CN219924416U (en) | Combined light steel bar jig frame for prefabricating T-beam | |
| CN214195549U (en) | Beam slab lower beam supporting structure under quick-release supporting system is detained to dish | |
| CN211774618U (en) | Easy-to-recycle embedded steel plate | |
| CN214246511U (en) | House construction is with scaffold frame of being convenient for equipment | |
| CN216276945U (en) | Building templates link for civil engineering | |
| CN213742288U (en) | Telescopic module of beam and plate | |
| JP3893368B2 (en) | Steel panels for beams and walls, and beam and wall construction methods using the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |