CN216892525U - Wallboard template supporting system for bottom plate of pipe gallery on counterfort dock wall - Google Patents
Wallboard template supporting system for bottom plate of pipe gallery on counterfort dock wall Download PDFInfo
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- CN216892525U CN216892525U CN202220661212.4U CN202220661212U CN216892525U CN 216892525 U CN216892525 U CN 216892525U CN 202220661212 U CN202220661212 U CN 202220661212U CN 216892525 U CN216892525 U CN 216892525U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
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Abstract
The utility model discloses a wallboard template supporting system at a bottom plate of a pipe gallery on a counterfort dock wall, which comprises a sand foundation backfill section, an inner side operation scaffold and a plurality of supporting mechanism supports, wherein a reserved section template at the upper part of the dock wall and an inner side template of the wall body are arranged outside a reserved section at the upper part of the dock wall, a pipe gallery bottom plate template and an upper sealing plate are arranged outside a pipe gallery bottom plate, and a rest part template of the counterfort wall is arranged outside the rest part of the counterfort wall section. The supporting structure is novel in design, and the supporting structure supports the wallboards at the bottom plate of the pipe gallery on the counterfort dock wall in a coordinated and orderly manner through the supporting mechanisms, the template of the upper reserved section of the dock wall, the template of the inner side of the wall body, the template of the bottom plate of the pipe gallery, the upper sealing plate and the template of the rest part of the counterfort wall, so that the supporting structure has the advantages of controllable construction quality, convenience in operation, safety, reliability, economy and reasonability.
Description
Technical Field
The utility model belongs to the technical field of wallboard template supporting at a bottom plate of a pipe gallery on a counterfort dock wall, and particularly relates to a wallboard template supporting system at a bottom plate of a pipe gallery on a counterfort dock wall.
Background
In the construction process of the building engineering, in order to achieve the purposes of reducing construction joints, improving impermeability, accelerating construction progress and the like, temporary construction joints are reduced as much as possible during construction planning, a dock wall structure of a dock project is composed of toe boards, counterfort type dock walls and an upper pipe gallery, sand and soil are filled on the outer side of the dock wall structure, a horizontal construction joint between the dock wall and the pipe gallery is arranged at a position which is 87.5cm away from a lower opening of a bottom plate of the pipe gallery according to design files, and concrete is required to be poured on the part of wall and the bottom plate of the pipe gallery at one time. In addition, the wall body inboard faces the sky face higher and closes on and does not have other buildings, and the inboard template end opening is consolidated the degree of difficulty and is great, need fill the structure of other materials to the pipe gallery board bottom backfill region simultaneously, if want to realize that wall, plate structure concrete once pour and have certain degree of difficulty. Therefore, a wallboard template supporting system at the bottom plate of the pipe gallery on the counterfort type dock wall is needed, and the technical scheme is feasible, the operation difficulty is low, the construction quality is controllable, safe and reliable, and the system is economical and reasonable.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a wallboard template supporting system at a pipe gallery bottom plate on a counterfort dock wall, which is novel and reasonable in design, supports the wallboard at the pipe gallery bottom plate on the counterfort dock wall in a coordinated and orderly manner through a plurality of supporting mechanisms, a reserved section template at the upper part of the dock wall, a template at the inner side of the wall body, a pipe gallery bottom plate template, an upper sealing plate and a template at the rest part of the counterfort wall, has the advantages of controllable construction quality, convenience in operation, safety, reliability, economy and reasonability, and is convenient to popularize and use.
In order to solve the technical problems, the technical scheme adopted by the utility model is as follows: the utility model provides a wall formula docking wall pipe gallery bottom plate department wallboard template system of strutting, wall formula docking wall includes toe board, dock wall, pipe gallery and wall, and wherein, the wall section of section, pipe gallery bottom plate and dock wall upper portion reserved section and pipe gallery bottom plate position department constitutes wall panel structure on wall formula docking wall pipe gallery bottom plate department, its characterized in that on the dock wall of dock wall: the construction method comprises the following steps that a sand foundation backfill section is filled at the lower part of the outer side of a wallboard structure at a bottom plate of a pipe gallery on the counterfort type dock wall, an inner side operation scaffold is erected at the inner side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort type dock wall, the abdominal cavity position at the outer side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort type dock wall is supported by a plurality of supporting mechanisms, a reserved section template at the upper part of the dock wall and an inner side template of the wall body are arranged at the outer side of the reserved section at the upper part of the dock wall, a pipe gallery bottom plate template and an upper sealing plate are arranged at the outer side of the bottom plate of the pipe gallery, a rest part template of the counterfort wall is arranged at the outer side of the rest part of the counterfort wall, the supporting mechanisms comprise an embedded prefabricated template which is arranged between two adjacent counterforts and is back to the reserved section at the upper part of the dock wall, two side extraction templates which are respectively arranged on the two counterfort sides of the two adjacent counterfort walls and are both abutted to the embedded prefabricated template, and a lower sealing plate used for sealing one end of the two side extraction templates far away from the embedded prefabricated template, the side portion is taken out the template bottom and is provided with the steel backing plate, and embedded prefabricated template, lower shrouding and two side portions are taken out the template and are enclosed into filling cavity, it has wallboard turning backfill layer and concrete cushion to fill the cavity, goes up the shrouding and lies in under directly over the shrouding.
Foretell buttress formula depressed wall pipe gallery bottom plate department wallboard template system of strutting, its characterized in that: the embedded prefabricated template is a U-shaped prefabricated template matched with the dock wall upper reserved section outer side wall and the two adjacent buttress walls, a plurality of embedded template steel bar hanging rings extending into the pipe gallery bottom plate are arranged at the top of the U-shaped prefabricated template, and clamping grooves are formed in the outer portions of the two side walls of the U-shaped prefabricated template.
Foretell counterfort formula depressed place wallboard template support system of piping lane bottom plate department on wall, its characterized in that: the side part drawing template comprises a side part template matched with the clamping groove, a plurality of side part enclosing purlins are arranged on the inner sides of the side part templates, side mould pull rings are arranged at one ends, far away from the clamping groove, of the side part drawing templates, a plurality of connecting holes used for hoisting the side part drawing template are formed in the side part enclosing purlin located at the top, and steel padding plate pull holes are formed in the outer sides of the steel padding plates.
Foretell counterfort formula depressed place wallboard template support system of piping lane bottom plate department on wall, its characterized in that: the lower sealing plate comprises a lower sealing steel plate which is matched with one end, far away from the clamping groove, of the side portion of the drawing template, a lower sealing purlin is installed on the inner side surface of the lower sealing steel plate, the outer side of the lower sealing steel plate is externally supported through a first supporting steel pipe, and a balancing weight is arranged at one end, far away from the lower sealing steel plate, of the first supporting steel pipe.
Foretell counterfort formula depressed place wallboard template support system of piping lane bottom plate department on wall, its characterized in that: the upper sealing plate comprises an upper sealing steel plate and an upper sealing purlin arranged on the inner side surface of the upper sealing steel plate, and the height of the upper sealing purlin is higher than that of the upper sealing steel plate.
Foretell counterfort formula depressed place wallboard template support system of piping lane bottom plate department on wall, its characterized in that: the wall body inner side formwork comprises a wall body inner formwork steel plate and a wall body inner formwork surrounding purlin arranged on the inner side face of the wall body inner formwork steel plate, the height of the wall body inner formwork surrounding purlin is higher than that of the wall body inner formwork steel plate, the upper portion of the wall body inner formwork steel plate is connected with the upper surrounding purlin through a tie rod, and a pull rod hole is formed in the bottom of the wall body inner formwork steel plate.
Foretell counterfort formula depressed place wallboard template support system of piping lane bottom plate department on wall, its characterized in that: and the outer side of the side extraction template positioned at the edge position is supported by a second support steel pipe.
Compared with the prior art, the utility model has the following advantages:
1. the sand-soil foundation backfill sections are filled at the lower part of the outer side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort dock wall to provide a placing foundation for the support of the plurality of supporting mechanisms, and the plurality of supporting mechanisms support and support the bottom of the outer side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort dock wall, so that the backfill area at the bottom of the pipe gallery plate is firstly backfilled, the requirement on compactness can be met, the purpose of one-time pouring of wall and plate structure concrete is achieved, the layering quantity of the structure concrete is reduced, the risks of wall cracks, leakage and the like are reduced, and the device is convenient to popularize and use.
2. According to the utility model, the reserved section template at the upper part of the dock wall and the inner side template of the wall body are arranged on the outer side of the reserved section at the upper part of the dock wall, the template of the bottom plate of the pipe gallery and the upper sealing plate are arranged on the outer side of the bottom plate of the pipe gallery, and the template at the rest part of the counterfort wall is arranged on the outer side of the rest part of the counterfort wall section, so that the aim of pouring concrete of the wall and the plate structure at one time is fulfilled, the integral construction quality is ensured, the construction process is optimized, and the construction progress is accelerated.
3. The utility model has novel and reasonable design, the supporting mechanism comprises an embedded prefabricated template which is arranged between two adjacent buttress walls and leans against the upper reserved section of the dock wall, two lateral extraction templates which are respectively and oppositely arranged on the side walls of the two adjacent buttress walls and are respectively abutted against the embedded prefabricated template, and a lower sealing plate which is used for sealing one end of the two lateral extraction templates far away from the embedded prefabricated template, a wallboard corner backfill layer and a concrete cushion layer are filled in a filling cavity, a template structure which can be pulled out after the backfill of a pipe gallery slab bottom backfill area and the wallboard concrete pouring construction are finished is utilized, and the mode of combining the embedded template and the recyclable extraction template is adopted, so that the recycling of most templates is realized, the construction cost can be effectively reduced in a large-scale project, and the supporting mechanism is convenient to popularize and use.
In conclusion, the supporting structure is novel and reasonable in design, the supporting structure is supported by a plurality of supporting mechanisms, the template at the upper reserved section of the dock wall, the template at the inner side of the wall body, the template of the bottom plate of the pipe gallery, the upper sealing plate and the template at the rest part of the counterfort wall are coordinated and orderly to support the wall plate at the bottom plate of the pipe gallery on the counterfort type dock wall, and the supporting structure has the advantages of controllable construction quality, convenience in operation, safety, reliability, economy and reasonableness, and is convenient to popularize and use.
The technical solution of the present invention is further described in detail by the accompanying drawings and embodiments.
Drawings
Fig. 1 is a schematic view of a buttress dock wall structure with a pipe gallery according to the present invention.
Fig. 2 is a sectional view a-a of fig. 1.
Fig. 3 is a schematic diagram of the formwork supporting structure of the pipe gallery bottom plate backfill area on the buttress type dock wall.
Fig. 4 is a top view of fig. 3.
Fig. 5 is a schematic structural diagram of a backfilled pipe gallery bottom plate on the buttress type dock wall.
Fig. 6 is a top view of fig. 5.
Fig. 7 is a schematic view of the wall plate formwork supporting structure at the bottom plate of the pipe gallery on the buttress-type docking wall.
Fig. 8 is a top view of fig. 7.
Fig. 9 is a top view of an embedded prefabricated form of the present invention.
Fig. 10 is a right side view of fig. 9.
Fig. 11 is a schematic view of the side extraction template of the present invention.
Fig. 12 is a top view of fig. 11.
Fig. 13 is a right side view of fig. 11.
FIG. 14 is a schematic structural view of a steel shim plate according to the present invention.
Fig. 15 is a schematic structural view of the lower sealing plate of the present invention.
Fig. 16 is a top view of fig. 15.
Fig. 17 is a schematic structural view of the upper sealing plate of the present invention.
Fig. 18 is a right side view of fig. 17.
Fig. 19 is a schematic structural view of the wall inner side formwork of the present invention.
Fig. 20 is a left side view of fig. 19.
Description of reference numerals:
1-embedding a prefabricated template; 2, extracting the template from the side part; 3-a steel backing plate;
4, a lower sealing plate; 5, an upper sealing plate; 6, forming a wall inner side template;
7-U-shaped prefabricated template; 8, embedding a template steel bar hanging ring; 9-a clamping groove;
10-side form; 11-side purlin; 12-connecting hole;
13-side form tabs; 14-drawing holes on the steel backing plate; 15-lower sealing steel plate;
16-lower enclosing purlin; 17-sealing a steel plate; 18-upper enclosing purlin;
19-wall body internal mold steel plate; 20-enclosing purlin in the wall body; 21-a draw rod hole;
29-toe board; 30-a dock wall; 31-reserving a segment at the upper part of the dock wall;
32-pipe gallery; 33-pipe gallery bottom plate; 34-buttress walls;
35-inside operating scaffolding; 36-a sandy soil foundation backfill section; 39-a first support steel tube;
40-a balancing weight; 44-second support steel pipe; 45-wallboard corner backfill layer;
46-concrete cushion; 48-pipe gallery bottom plate template;
49, reserving a section of template on the upper part of the dock wall; 50-formwork of the rest part of the buttress wall;
51-pair of pull rods.
Detailed Description
As shown in fig. 1 to 20, the wall panel template supporting system at the bottom plate of the docking wall pipe gallery on the docking wall of the present invention includes a toe board 29, a docking wall 30, a pipe gallery 32 and a docking wall 34, wherein a wall panel structure at the bottom plate of the docking wall pipe gallery is formed by a reserved section 31 at the upper part of the docking wall 30, a pipe gallery bottom board 33 of the pipe gallery 32, and the wall panels at the positions of the reserved section 31 at the upper part of the docking wall and the pipe gallery bottom board 33, a sand foundation backfill section 36 is filled in the lower part of the wall panel structure at the bottom plate of the docking wall pipe gallery, an inner operation scaffold 35 is erected on the inner side of the wall panel structure at the bottom plate of the docking wall pipe gallery, the outer cavity position of the wall structure at the bottom plate of the docking wall pipe gallery is supported by a plurality of supporting mechanisms, a reserved section template 49 at the upper part of the docking wall and an inner side template 6 of the wall are arranged on the outer side of the reserved section 31 of the docking wall, the outside of the pipe gallery bottom plate 33 is provided with a pipe gallery bottom plate template 48 and an upper sealing plate 5, the outside of the rest part of the buttress wall section is provided with a buttress wall rest part template 50, the supporting mechanism comprises an embedded prefabricated template 1 which is arranged between two adjacent buttress walls 34 and leans against the dock wall upper part reserved section 31, two lower sealing plates 4 which are respectively and oppositely arranged on the side walls of the two adjacent buttress walls 34 and are both abutted to the embedded prefabricated template 1, and the lower sealing plates 4 which are used for sealing the two side parts to be extracted from one ends of the template 2 far away from the embedded prefabricated template 1, the bottom of the side part extracted template 2 is provided with a steel backing plate 3, the embedded prefabricated template 1, the lower sealing plates 4 and the two side parts are extracted from the template 2 to form a filling cavity, a wallboard corner backfill layer 45 and a concrete backing layer 46 are filled in the filling cavity, and the upper sealing plate 5 is positioned right above the lower sealing plate 4.
The sand foundation backfill sections are filled at the lower part of the outer side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort dock wall to provide a placing foundation for supporting a plurality of supporting mechanisms, and the supporting mechanisms support and support the bottom of the outer side of the wallboard structure at the bottom plate of the pipe gallery on the counterfort dock wall, so that the backfill area at the bottom of the pipe gallery plate is backfilled in advance and can meet the requirement of compactness, the aim of one-time pouring of wall and plate structure concrete is fulfilled, the layering quantity of the structure concrete is reduced, and the risks of wall cracks, leakage and the like are reduced; a reserved section template at the upper part of the dock wall and an inner side template of the wall body are arranged on the outer side of the reserved section at the upper part of the dock wall, a pipe gallery bottom plate template and an upper sealing plate are arranged on the outer side of a pipe gallery bottom plate, and a rest part template of the buttress wall is arranged on the outer side of the rest part of the buttress wall section, so that the aim of pouring concrete of the wall and the plate structure at one time is fulfilled, the whole construction quality is ensured, the construction process is optimized, and the construction progress is accelerated; the supporting mechanism is including setting up between two adjacent buttress walls and leaning against the interior prefabricated template of dock wall upper portion reservation section, two relative settings respectively on two adjacent buttress wall lateral walls and all take out the template with the lateral part of interior prefabricated template butt, and be used for sealing two lateral parts and take out the lower shrouding that the template kept away from interior prefabricated template one end, it has wallboard turning backfill layer and concrete cushion to fill the cavity, the template structure that can pull out after having utilized pipe gallery slab back-filling zone backfill and wallboard concrete placement construction to accomplish, adopt the mode that interior template and circulated template of taking out combined together, the cyclic utilization of most template has been realized, can effectively reduce construction cost in large-scale engineering.
In this embodiment, the embedded prefabricated template 1 is a U-shaped prefabricated template 7 adapted to the outer side wall of the upper reserved section 31 of the dock wall and the two adjacent buttress walls 34, a plurality of embedded template steel bar hanging rings 8 extending into the pipe gallery bottom plate 33 are arranged at the top of the U-shaped prefabricated template 7, and clamping grooves 9 are formed in the outer portions of two side walls of the U-shaped prefabricated template 7.
It should be noted that 7 tops of U-shaped prefabricated template are provided with a plurality of template reinforcing bar rings 8 that all stretch into to pipe gallery bottom plate 33 in, and after concrete placement, the wall panel structure of pipe gallery bottom plate department on embedded prefabricated template 1 and the counterfort dock wall is built integratively, when taking out other templates, avoids sinking that supporting mechanism supports, and the part slump in the sand and soil in pipe gallery bottom backfill area, nevertheless slump volume is less, and peripheral in time backfill can.
In this embodiment, the side withdrawing formwork 2 comprises a side formwork 10 matched with the clamping groove 9, a plurality of side enclosing purlins 11 are arranged on the inner side of the side formwork 10, a side formwork pulling ring 13 is arranged at one end, away from the clamping groove 9, of the side withdrawing formwork 2, a plurality of connecting holes 12 for hoisting the side withdrawing formwork 2 are formed in the side enclosing purlin 11 at the top, and a steel padding plate pulling hole 14 is formed in the outer side of the steel padding plate 3.
In this embodiment, lower shrouding 4 includes and takes out the one end complex that the template 2 kept away from draw-in groove 9 with the lateral part and seals steel sheet 15 down, seals down on the steel sheet 15 medial surface and encloses purlin 16 down, seals down the steel sheet 15 outside and supports through first support steel pipe 39 outsidely, and the one end that first support steel pipe 39 keeps away from down to seal steel sheet 15 is provided with balancing weight 40.
In this embodiment, the upper sealing plate 5 includes an upper sealing steel plate 17 and an upper enclosing purlin 18 disposed on an inner side surface of the upper sealing steel plate 17, and the height of the upper enclosing purlin 18 is higher than that of the upper sealing steel plate 17.
In this embodiment, the wall inner side formwork 6 includes a wall inner formwork steel plate 19 and a wall inner formwork surrounding purlin 20 arranged on the inner side surface of the wall inner formwork steel plate 19, the height of the wall inner formwork surrounding purlin 20 is higher than that of the wall inner formwork steel plate 19, the upper portion of the wall inner formwork steel plate 19 is connected with the upper surrounding purlin 18 through a tie rod 51, and a tie rod hole 21 is formed in the bottom of the wall inner formwork steel plate 19.
In this embodiment, the outer side of the side extraction formwork 2 at the edge position is supported by the second support steel pipe 44.
When the supporting structure is used, the supporting of the wallboard at the bottom plate of the pipe gallery on the counterfort type dock wall is carried out in a coordinated and orderly mode through the supporting of the plurality of supporting mechanisms, the template at the upper reserved section of the dock wall, the template at the inner side of the wall body, the template of the bottom plate of the pipe gallery, the upper sealing plate and the template at the rest part of the counterfort wall, and the supporting structure has the advantages of controllable construction quality, convenience in operation, safety, reliability, economy and reasonability.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and all simple modifications, changes and equivalent structural changes made to the above embodiment according to the technical spirit of the present invention still fall within the protection scope of the technical solution of the present invention.
Claims (7)
1. The utility model provides a pipe gallery bottom plate department wallboard template supporting system on counterfort formula docking wall, counterfort formula docking wall includes toe board (29), docking wall (30), pipe gallery (32) and counterfort wall (34), wherein, the docking wall upper portion of docking wall (30) reserves section (31), pipe gallery bottom plate (33) of pipe gallery (32) and the counterfort wall section of docking wall upper portion reservation section (31) and pipe gallery bottom plate (33) position department constitutes counterfort formula wall on docking wall pipe gallery bottom plate department wallboard structure, its characterized in that: the sand-soil foundation backfill section (36) is filled at the lower part of the outer side of the wallboard structure at the pipe gallery bottom plate on the counterfort type dock wall, an inner side operation scaffold (35) is erected at the inner side of the wallboard structure at the pipe gallery bottom plate on the counterfort type dock wall, the abdominal cavity position at the outer side of the wallboard structure at the pipe gallery bottom plate on the counterfort wall is supported through a plurality of supporting mechanisms, a dock wall upper reserved section template (49) and a wall inner side template (6) are arranged at the outer side of a dock wall upper reserved section (31), a pipe gallery bottom plate template (48) and an upper sealing plate (5) are arranged at the outer side of the pipe gallery bottom plate (33), a counterfort wall residual part template (50) is arranged at the outer side of the counterfort wall residual part, and the supporting mechanisms comprise an embedded prefabricated template (1) which is arranged between two adjacent counterfort walls (34) and is back to the dock wall upper reserved section (31), and two embedded prefabricated templates (2) which are respectively and oppositely arranged on the side walls (34) and are abutted to the side part of the embedded prefabricated template (1) ) And be used for sealing two lateral parts and take out template (2) and keep away from lower shrouding (4) of embedded prefabricated template (1) one end, the lateral part is taken out template (2) bottom and is provided with steel backing plate (3), and embedded prefabricated template (1), lower shrouding (4) and two lateral parts are taken out template (2) and are enclosed into and fill the cavity, it has wallboard turning backfill layer (45) and concrete cushion (46) to fill the cavity internal filling, goes up shrouding (5) and is located shrouding (4) directly over down.
2. The system of claim 1, wherein the system comprises: the embedded prefabricated template (1) is a U-shaped prefabricated template (7) matched with the outer side wall of the reserved section (31) at the upper part of the dock wall and two adjacent buttress walls (34), a plurality of embedded template steel bar hanging rings (8) extending into the pipe gallery bottom plate (33) are arranged at the top of the U-shaped prefabricated template (7), and clamping grooves (9) are formed in the outer parts of the two side walls of the U-shaped prefabricated template (7).
3. The system of claim 2, wherein the system is supported by the templates of the wallboards at the bottom plate of the pipe gallery on the counterfort dock wall: the side extracting template (2) comprises a side template (10) matched with the clamping groove (9), a plurality of side enclosing purlins (11) are arranged on the inner side of the side template (10), a side mould pull ring (13) is arranged at one end, far away from the clamping groove (9), of the side extracting template (2), a plurality of connecting holes (12) for hoisting the side extracting template (2) are formed in the side enclosing purlin (11) at the top, and steel base plate pull holes (14) are formed in the outer side of the steel base plate (3).
4. The system of claim 3, wherein the system comprises: lower shrouding (4) include with the lateral part take out template (2) keep away from the one end complex of draw-in groove (9) down seal steel sheet (15), seal down on sealing steel sheet (15) medial surface and enclose purlin (16), seal down the steel sheet (15) outside and support through first support steel pipe (39) outward, the one end that seals steel sheet (15) under keeping away from in first support steel pipe (39) is provided with balancing weight (40).
5. The system of claim 1, wherein the system comprises: the upper sealing plate (5) comprises an upper sealing steel plate (17) and an upper sealing purlin (18) arranged on the inner side surface of the upper sealing steel plate (17), and the height of the upper sealing purlin (18) is higher than that of the upper sealing steel plate (17).
6. The system of claim 5, wherein the system comprises: the wall body inner side formwork (6) comprises a wall body inner formwork steel plate (19) and a wall body inner formwork surrounding purlin (20) arranged on the inner side face of the wall body inner formwork steel plate (19), the height of the wall body inner formwork surrounding purlin (20) is higher than that of the wall body inner formwork steel plate (19), the upper portion of the wall body inner formwork steel plate (19) is connected with an upper surrounding purlin (18) through a tie rod (51), and a tie rod hole (21) is formed in the bottom of the wall body inner formwork steel plate (19).
7. The system of claim 1, wherein the system comprises: the outer side of the side extraction template (2) at the edge position is supported by a second support steel pipe (44).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220661212.4U CN216892525U (en) | 2022-03-23 | 2022-03-23 | Wallboard template supporting system for bottom plate of pipe gallery on counterfort dock wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220661212.4U CN216892525U (en) | 2022-03-23 | 2022-03-23 | Wallboard template supporting system for bottom plate of pipe gallery on counterfort dock wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216892525U true CN216892525U (en) | 2022-07-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220661212.4U Active CN216892525U (en) | 2022-03-23 | 2022-03-23 | Wallboard template supporting system for bottom plate of pipe gallery on counterfort dock wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN216892525U (en) |
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- 2022-03-23 CN CN202220661212.4U patent/CN216892525U/en active Active
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