CN111350345A - Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method - Google Patents
Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method Download PDFInfo
- Publication number
- CN111350345A CN111350345A CN202010164034.XA CN202010164034A CN111350345A CN 111350345 A CN111350345 A CN 111350345A CN 202010164034 A CN202010164034 A CN 202010164034A CN 111350345 A CN111350345 A CN 111350345A
- Authority
- CN
- China
- Prior art keywords
- wall
- steel
- support
- bracket
- rod
- 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
-
- 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
Abstract
The invention discloses a non-pull rod template reinforcing system for an outer wall of a buried sewage treatment plant and an installation method, wherein the template reinforcing system comprises a template system and a pre-buried system, and the template system comprises a longitudinal flat panel-shaped panel, an I-shaped beam and channel steel; the I-beam is connected with the left side of the first bracket through channel steel; the first support is connected with a working platform; the first support is connected with the second support, the embedded system comprises embedded deformed steel bars, and the embedded deformed steel bars are connected with the outer connecting rod through connecting nuts; a bracket cross beam is connected between the second bracket and the first bracket, a bottom oblique beam is connected between the first bracket and the bracket cross beam, and a gasket, a layering channel steel and a butterfly nut are sequentially sleeved on the outer connecting rod from bottom to top after penetrating through the upper part of the bottom oblique beam; connect through connecting core area between the channel-section steel, it can solve because the use of split bolt leads to the water-proof effects to the pool wall to influence very much, and most pool wall infiltration takes place the problem in split bolt's position, effectively prevents the infiltration phenomenon of split bolt department pool wall.
Description
Technical Field
The invention belongs to the technical field of supporting systems, and particularly relates to a non-pull-rod template reinforcing system for an outer wall of a buried sewage treatment plant and an installation method.
Background
With the continuous improvement of the environmental protection requirement, the projects of sewage treatment plants are gradually increased, and in order to save land use resources, most of the sewage treatment plants are buried or semi-buried at the present stage, the tank wall of the structure of the general sewage treatment plant is higher, and the waterproof requirement on the outer tank wall is higher. When the pool wall is constructed, due to the use of the split bolts, the waterproof effect of the pool wall is greatly affected, most of the seepage water of the pool wall is generated at the split bolts, and therefore, the key problem of preventing the seepage water phenomenon of the pool wall at the split bolts from being waterproof in a buried sewage treatment plant is effectively solved.
Disclosure of Invention
The invention provides a non-pull rod template reinforcing system for an outer wall of a buried sewage treatment plant and an installation method, which aim to solve the problems that in the prior art, due to the use of counter-pull bolts, the waterproof effect of a pool wall is greatly influenced, most of water seepage of the pool wall occurs at the positions of the counter-pull bolts, and the water seepage phenomenon of the pool wall at the positions of the counter-pull bolts is effectively prevented.
In order to achieve the purpose, the invention adopts the following technical scheme:
a pull-rod-free template reinforcing system for an outer wall of an underground sewage treatment plant comprises a template system placed on a transverse bottom plate and an embedded system embedded in the bottom plate, wherein the template system comprises a longitudinal flat-plate-shaped panel, an I-shaped beam and channel steel; the right side of the panel is connected with the left sides of at least two longitudinal I-beams, the I-beams are uniformly distributed in the transverse direction, and the right sides of the I-beams are connected with the left sides of the longitudinal first supports through at least two channel steels uniformly distributed in the longitudinal direction; the upper part of the right side of the first bracket is connected with a working platform; the lower part of the right side of the first support is connected with an inclined second support through a support beam, and the right side surface of the second support is connected with at least two steel pipes which are uniformly distributed from top to bottom; the embedded system comprises oblique columnar embedded deformed steel bars embedded in the bottom plate, the upper ends of the embedded deformed steel bars are positioned in the first support, and the upper ends of the embedded deformed steel bars are connected with the lower ends of the oblique outer connecting rods, which are positioned in the first support, through connecting nuts; the outer connecting rod is provided with an external thread; a transverse bracket cross beam is connected between the lower end of the second bracket and the lower end of the first bracket, an inclined bottom oblique beam is connected between the lower part of the first bracket and the left side of the bracket cross beam, and an outer connecting rod penetrates through the upper part of the bottom oblique beam and is sequentially sleeved with an annular gasket, an annular depression bar channel steel and a butterfly nut from bottom to top; the channel steels are connected through the connecting core belt, the connecting core belt and the channel steels are respectively provided with a bolt hole, and the bolt holes for connecting the core belt and the channel steels are respectively provided with connecting bolts.
Above-mentioned bury formula sewage treatment plant outer wall with no pull rod template reinforcerment system, can be preferred, the channel-section steel is stupefied double-pin channel-section steel violently, stupefied double-pin channel-section steel includes two L type channel-section steels.
It is also preferable that the two L-shaped channel beams are bent in opposite directions.
It may also be preferred that the steel tube is perpendicular to the second support.
The installation method of the non-pull rod template reinforcing system for the outer wall of the buried sewage treatment plant comprises the following steps,
firstly, pre-embedding the pre-embedded deformed steel bar when the concrete of the bottom plate is poured;
secondly, placing channel steel on the ground according to a preset interval;
thirdly, fixedly connecting the I-beam to the channel steel;
fourthly, installing and connecting the panel and the I-beam, then hoisting the template system to a preset position of the pool wall of the underground pool, and connecting adjacent channel steel with the connecting bolt through a connecting core belt after the template system is in place to realize the installation of the template system;
fifthly, after a triangular frame body formed by the second support, the first support and the support beam is hoisted in place, the channel steel is connected with the triangular frame body, and then the adjacent triangular frame bodies are connected through the steel pipe;
and sixthly, pressing the depression bar channel steel and the gasket by rotating the butterfly nut to realize fastening of the embedded deformed steel bar.
The installation method of the non-pull rod template reinforcing system for the outer wall of the buried sewage treatment plant can also comprise the following steps,
and after the fastening of the embedded deformed steel bar is realized, the template system is checked and accepted.
It is also preferred that the concrete casting of the pool wall is performed after acceptance of the formwork system.
It is also preferable that the steel pipe and the connection core band are separately removed after the concrete casting is completed.
It is also preferable that after the steel pipe and the connecting core band are disassembled, the disassembled part is hoisted to the next construction area.
Preferably, the process steps after the fifth step are performed after the detached part is hoisted to the next construction area.
The invention can achieve the following beneficial effects:
the system and the method for reinforcing the pull-rod-free template for the outer wall of the buried sewage treatment plant can solve the problems that in the prior art, due to the use of the counter bolts, the waterproof effect of the pool wall is greatly influenced, most of the seepage water on the pool wall occurs at the positions of the counter bolts, the effective prevention of the seepage water on the pool wall at the counter bolts is realized, and the system and the method have the following advantages: (1) the side pressure of the template system is transferred to the embedded system when the concrete is poured by utilizing the bracket on the rear side of the main edge of the template system, namely the right side in the invention, the whole supporting system has no counter-pulling screw rod, and the pouring of the pool wall concrete can be normally carried out, thereby achieving the purpose of no pulling rod after the pouring of the pool wall is finished, and ensuring that the water seepage phenomenon of the pool wall does not occur due to the counter-pulling screw rod. (2) After the construction of the pull-rod-free template reinforcing system for the outer wall of the buried sewage treatment plant is completed, all the other parts can be repeatedly utilized except the embedded steel bars as embedded deformed steel bars, and the template construction cost is saved. (3) This bury formula sewage treatment plant outer wall with no pull rod template reinforcerment system can wholly hoist and mount, accomplishes the back at one section pool wall construction, can wholly demolish and transfer to next construction section and carry out the integral erection, practices thrift construction period, improves work efficiency.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention and together with the description serve to explain the invention and not to limit the invention. In the drawings:
fig. 1 is an overall structural view of a non-tension rod formwork reinforcing system for an outer wall of a buried sewage treatment plant according to the present invention.
Fig. 2 is a structural diagram of a pre-buried system of the non-pull rod template reinforcing system for the outer wall of the buried sewage treatment plant.
FIG. 3 is a schematic diagram of the template system assembly of the non-pull rod template reinforcing system for the outer wall of the buried sewage treatment plant.
In the figure, 1 is a panel, 2 is an i-beam, 3 is a channel steel, 4 is a first support, 5 is a working platform, 6 is a steel pipe, 7 is a support supporting beam, 8 is a third support, 801 is a support cross beam, 802 is a bottom oblique beam, 9 is a layering channel steel, 10 is pre-buried deformed steel, 11 is a connecting nut, 12 is an outer connecting rod, 13 is a butterfly nut, 14 is a gasket, and 15 is a connecting core belt.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the technical solutions of the present invention will be clearly and completely described below with reference to the specific embodiments of the present invention and the accompanying drawings. It is to be understood that the described embodiments are merely exemplary of the invention, and not restrictive of the full scope of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The technical solutions provided by the embodiments of the present invention are described in detail below with reference to the accompanying drawings.
Example 1
A non-pull rod template reinforcing system for an outer wall of an underground sewage treatment plant is shown in figure 1, wherein figure 1 is a main view direction, and comprises a template system placed on a transverse bottom plate and an embedded system embedded in the bottom plate, wherein the template system comprises a longitudinal flat-plate-shaped panel 1, an I-shaped beam 2 and channel steel 3; the right side of the panel 1 is connected with the left sides of at least two longitudinal I-beams 2, the I-beams 2 are uniformly distributed in the transverse direction, and the right sides of the I-beams 2 are connected with the left sides of longitudinal first supports 4 through at least two longitudinal channel steels 3 which are uniformly distributed in the longitudinal direction; the upper part of the right side of the first bracket 4 is connected with a working platform 5; the lower part of the right side of the first bracket 4 is connected with an inclined second bracket 8 through a bracket supporting beam 7, and the right side surface of the second bracket 8 is connected with at least two steel pipes 6 which are uniformly distributed from top to bottom; referring to fig. 2, fig. 2 is a front view direction, the embedded system includes an inclined cylindrical embedded deformed steel bar 10 embedded in the bottom plate, an upper end of the embedded deformed steel bar 10 is located in the first bracket 4, and the upper end of the embedded deformed steel bar 10 is connected with a lower end of an inclined outer connecting rod 12 located in the first bracket 4 through a connecting nut 11; the outer connecting rod 12 is provided with an external thread; a transverse bracket cross beam 801 is connected between the lower end of the second bracket 8 and the lower end of the first bracket 4, an inclined bottom oblique beam 802 is connected between the lower part of the first bracket 4 and the left side of the bracket cross beam 801, and an annular gasket 14, an annular depression bar channel steel 9 and a butterfly nut 13 are sequentially sleeved on the outer connecting rod 12 from bottom to top after penetrating through the upper part of the bottom oblique beam 802; referring to fig. 3, fig. 3 is a top view, the channel steels 3 are connected by a connecting core belt 15, the connecting core belt 15 and the channel steels 3 are respectively provided with a bolt hole, and the bolt holes of the connecting core belt and the channel steels are respectively provided with a connecting bolt.
According to the non-pull-rod template reinforcing system for the outer wall of the buried sewage treatment plant, when concrete contacts the panel 1 of the template system, lateral pressure also acts on the template system. The template system is subjected to a backward thrust. And the template system is being suppressed in the plane of the second support 8 of triangle-shaped support body, because of the support body lower extreme right angle position of second support 8 has pre-buried system to fix, makes the support body of second support 8 can not move backward, pre-buried deformed steel bar 10 and outer connecting rod 12 are preferred on same inclined straight line, and the inclination of this straight line is preferred 45, then the pre-buried system of main stress point for burying bottom plate concrete 45 jiaos. The lateral pressure of the concrete and the upward force of the template system are offset by the embedded system, so that the stability of the whole system is achieved. The formwork system on the outer side of the pool wall is consistent with the inner side, the single-side support structure is a right-angled triangle support or a trapezoid support which is made of channel steel pieces and connecting pieces and can be supported by the enclosure structure, the lateral pressure of the formwork system is offset by the enclosure structure and the embedded system at the bottom together, and therefore the stability of the whole system on the outer side of the wall is achieved, the parts can be arranged in a plurality and can be uniformly distributed, and adjacent parts are connected through the connecting pieces.
Specifically, the i-beam 2 may be a vertical-beam-joist, the first support 4 may be a channel-section support, that is, the first support 4 may be formed by welding channel-section steel, the longitudinal section of the work platform 5 may be a right-angled triangle having a left side and an upper side that are right-angled sides, and the upper side may be in a horizontal direction, the diameter of the steel pipe 6 may be 48mm, the support 7 may be a channel-section support, that is, the support 7 may be formed by welding channel-section steel, the second support 8 may be a steel pipe support, that is, the second support 8 may be formed by welding a steel pipe, the steel pipe is preferably a square pipe, and the size of the square pipe is preferably 100 × 100mm 100 × 10mm, the diameter of the embedded threaded steel 10 may be 25mm, more specifically, the i-section beam 2 may be a carpenter beam, the panel 1 and the i-section beam 2 may be connected by self-tapping screws, the i-section beams 2 are distributed uniformly in a plurality of the i-section beams 2 in a horizontal direction, the distribution intervals are preferably 305mm, the channel-section beams 3 are connected by a connecting core belt 15, and are inserted and fastened by a connecting bolt, so as to secure the integrity of the formwork system, thereby securing the stress system, the connecting rod is reasonably secured by a connecting rod, and the connecting rod is preferably a connecting bolt, the connecting rod is a connecting bolt, and a.
The non-pull rod formwork reinforcing system for the outer wall of the buried sewage treatment plant is free of a pull rod structure, the I-shaped beam 2 is utilized, the wood I-shaped beam is preferably used as a formwork system secondary edge, the channel steel 3 is used as a main edge, the I-shaped beam 2 is provided with a hoisting hook, the panel 1, the secondary edge and the main edge can be integrally installed after being assembled on the ground, the triangular supports on the outer side, namely the distance and the specific arrangement between the second supports 8 are determined through calculation, the second supports 8 are formed by welding channel steel pieces and square pipes with the size of 100 × 100 × 10mm, the working platform 5 arranged on the top facilitates linear adjustment and concrete pouring of the formwork system, the non-pull rod formwork reinforcing system is suitable for the outer wall of the sewage treatment plant, the triangular supports are additionally arranged on the outer side of the formwork system, lateral pressure water seepage during concrete pouring of the formwork is transmitted to an embedded system and outer supporting legs of the second supports 8, namely supporting beams 801, so that the formwork system of the outer wall can also perform normal concrete pouring through the pull rod screws, and the problem of the normal bolt pouring is fundamentally solved.
Example 2
The system for reinforcing the pull-rod-free template for the outer wall of the buried sewage treatment plant in the embodiment 1 can be further characterized in that the channel steel 3 is a transverse-stupefied double-spliced channel steel, and the transverse-stupefied double-spliced channel steel comprises two L-shaped channel steels.
Still further, the bending directions of the two L-shaped channel steels are opposite.
It should be noted that the channel steel 3 and the i-beam 2 may be fixedly connected by a connecting claw having a hook structure, so as to ensure effective combined connection between the channel steel 3 and the i-beam 2, and meanwhile, a lifting hook may be installed on the i-beam 2.
In addition, channel-section steel 3 can be connected through the bolt with first support 4, and the interval between the stupefied double pin channel-section steel of adjacent violently can be 1200 mm.
Further, the steel pipe 6 is perpendicular to the second bracket 8.
The buried type sewage treatment plant outer wall of this embodiment is with no pull rod template reinforcerment system, the quantity of support braced beam 7 can be at least two, and can set up horizontal or incline direction, also can set up the reinforcement beam in work platform 5's the right triangle structure, strengthen perpendicular roof beam or strengthen the sloping, panel 1 can be the multiply wood that thickness is 18mm, can set up cross rib structure and perpendicular rib structure on the panel 1, the cross rib structure can be two channel-section steels, it can be the carpenter's word roof beam that the size is 200 × 80 × 40mm to erect the rib structure, second support 8 is placed in the inboard of pool wall, it makes the right triangle support through channel-section steel spare and connecting piece, it supports system of template through the right angle plane, panel 1 passes through the nail with the perpendicular rib structure that carpenter's word roof beam constitutes, erect the rib structure and can be connected through the connector lug that has the crotch structure with the cross rib structure, the cross rib structure can be two channel-section steel dorsal bar structures, the both sides of erecting the.
Example 3
The method for installing the tension-rod-free formwork reinforcing system for the outer wall of the buried sewage treatment plant according to the embodiment 1 or the embodiment 2 comprises the following steps,
firstly, pre-embedding deformed steel bars 10 during concrete pouring of the bottom plate;
secondly, placing channel steel 3 on the ground according to a preset interval;
thirdly, fixedly connecting the I-beam 2 to the channel steel 3;
fourthly, installing and connecting the panel 1 and the I-beam 2, then hoisting the template system to a preset position of the pool wall of the underground pool, and connecting the adjacent channel steel 3 with the connecting bolt through the connecting core belt 15 after the template system is in place to realize the installation of the template system;
fifthly, after a triangular frame body formed by the second support 8, the first support 4 and the support beam 801 is hoisted in place, the channel steel 3 is connected with the triangular frame body, and then the adjacent triangular frame bodies are connected through the steel pipe 6;
and sixthly, tightly pressing the pressing bar channel steel 9 and the gasket 14 by rotating the butterfly nut 13 to realize fastening of the embedded screw steel 10.
Example 4
The system and the method for reinforcing the pull-rod-free template for the outer wall of the buried sewage treatment plant in embodiment 3 can further check and accept the template system after fastening the embedded deformed steel bar 10.
And further, after the template system is accepted, pouring concrete on the pool wall.
Further, after the concrete is poured, the steel pipe 6 and the connection core band 15 are removed, respectively.
Further, after the steel pipe 6 and the connecting core belt 15 are disassembled, the disassembled part is hoisted to the next construction area.
And further, after the disassembled part is hoisted to the next construction area, the process steps after the fifth step are carried out.
The above description is only an example of the present application and is not intended to limit the present application. Various modifications and changes may occur to those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application should be included in the scope of the claims of the present application.
Claims (10)
1. A pull-rod-free template reinforcing system for an outer wall of an underground sewage treatment plant comprises a template system placed on a transverse bottom plate and an embedded system embedded in the bottom plate, wherein the template system comprises a longitudinal flat-plate-shaped panel (1), an I-shaped beam (2) and channel steel (3); the right side of the panel (1) is connected with the left sides of at least two longitudinal I-shaped beams (2), the I-shaped beams (2) are uniformly distributed in the transverse direction, and the right sides of the I-shaped beams (2) are connected with the left sides of longitudinal first supports (4) through at least two longitudinal channel steels (3) which are uniformly distributed in the longitudinal direction; the upper part of the right side of the first bracket (4) is connected with a working platform (5); the device is characterized in that the lower part of the right side of the first support (4) is connected with an inclined second support (8) through a support supporting beam (7), and the right side surface of the second support (8) is connected with at least two steel pipes (6) which are uniformly distributed from top to bottom; the embedded system comprises an inclined columnar embedded deformed steel bar (10) embedded in the bottom plate, the upper end of the embedded deformed steel bar (10) is positioned in the first support (4), and the upper end of the embedded deformed steel bar (10) is connected with the lower end, positioned in the first support (4), of the inclined outer connecting rod (12) through a connecting nut (11); the outer connecting rod (12) is provided with an external thread; a transverse bracket cross beam (801) is connected between the lower end of the second bracket (8) and the lower end of the first bracket (4), an inclined bottom oblique beam (802) is connected between the lower part of the first bracket (4) and the left side of the bracket cross beam (801), and an outer connecting rod (12) penetrates through the upper part of the bottom oblique beam (802) and is sequentially sleeved with an annular gasket (14), an annular bead channel steel (9) and a butterfly nut (13) from bottom to top; the channel steel (3) are connected through a connecting core belt (15), the connecting core belt (15) and the channel steel (3) are respectively provided with a bolt hole, and the connecting core belt (15) and the channel steel (3) are respectively provided with a connecting bolt in the bolt holes.
2. The system for reinforcing the pull-rod-free formwork for the outer wall of the buried sewage treatment plant according to claim 1, wherein the channel steel (3) is a cross-corrugated double-spliced channel steel which comprises two L-shaped channel steels.
3. The system of claim 2, wherein the two L-shaped channel beams are bent in opposite directions.
4. The system for reinforcing the tension-rod-free formwork for the outer wall of the buried sewage treatment plant according to claim 1, wherein the steel pipe (6) is perpendicular to the second bracket (8).
5. The method for installing the tension-rod-free formwork reinforcing system for the outer wall of the buried sewage treatment plant according to any one of claims 1 to 4, which comprises the following steps:
firstly, pre-embedding deformed steel bars (10) during concrete pouring of the bottom plate;
secondly, placing channel steel (3) on the ground according to a preset interval;
thirdly, fixedly connecting the I-beam (2) to the channel steel (3);
fourthly, installing and connecting the panel (1) and the I-beam (2), then hoisting the template system to a preset position of the pool wall of the underground pool, and connecting adjacent channel steel (3) with the connecting bolt through a connecting core belt (15) after the template system is in place to realize the installation of the template system;
fifthly, after a triangular frame body formed by the second support (8), the first support (4) and the support beam (801) is hoisted in place, the channel steel (3) is connected with the triangular frame body, and then the adjacent triangular frame bodies are connected through the steel pipe (6);
and sixthly, the pressing strip channel steel (9) and the gasket (14) are compressed by rotating the butterfly nut (13), so that the fastening of the embedded screw steel (10) is realized.
6. The system and the method for reinforcing the pull-rod-free template for the outer wall of the buried sewage treatment plant according to claim 5, wherein the template system is accepted after the embedded screw-thread steel (10) is fastened.
7. The system and the method for reinforcing the tension-rod-free formwork for the outer wall of the buried sewage treatment plant according to claim 6, wherein the concrete pouring of the pool wall is performed after the formwork system is accepted.
8. The system and the method for reinforcing the tension-rod-free formwork for the outer wall of the buried sewage treatment plant according to claim 7, wherein the steel pipe (6) and the connecting core belt (15) are removed respectively after the concrete pouring is completed.
9. The system and the method for reinforcing the tension-rod-free formwork for the outer wall of the buried sewage treatment plant according to claim 8, wherein after the steel pipe (6) and the connecting core belt (15) are disassembled, the disassembled part is hoisted to the next construction area.
10. The system and method for strengthening a tension-free formwork for an outer wall of a buried sewage treatment plant according to claim 9, wherein the process steps after the fifth step are performed after the dismantled part is hoisted to the next construction area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010164034.XA CN111350345A (en) | 2020-03-11 | 2020-03-11 | Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010164034.XA CN111350345A (en) | 2020-03-11 | 2020-03-11 | Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111350345A true CN111350345A (en) | 2020-06-30 |
Family
ID=71194448
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010164034.XA Pending CN111350345A (en) | 2020-03-11 | 2020-03-11 | Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111350345A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113638746A (en) * | 2021-09-09 | 2021-11-12 | 中铁四局集团第三建设有限公司 | Movable rapid assembling formwork system and using method thereof |
| CN113668599A (en) * | 2021-08-21 | 2021-11-19 | 临沂市政集团有限公司 | Be convenient for construction with exempting from to drawing screw retaining wall template support frame |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201358581Y (en) * | 2009-01-20 | 2009-12-09 | 北京卓良模板有限公司 | Template dorsal bar and building template |
| JP2013159932A (en) * | 2012-02-03 | 2013-08-19 | Taisei Corp | Support device of mold form |
| 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 |
| CN209538693U (en) * | 2018-12-04 | 2019-10-25 | 中铁二十四局集团有限公司 | A kind of template single side bracing |
-
2020
- 2020-03-11 CN CN202010164034.XA patent/CN111350345A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201358581Y (en) * | 2009-01-20 | 2009-12-09 | 北京卓良模板有限公司 | Template dorsal bar and building template |
| JP2013159932A (en) * | 2012-02-03 | 2013-08-19 | Taisei Corp | Support device of mold form |
| 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 |
| CN209538693U (en) * | 2018-12-04 | 2019-10-25 | 中铁二十四局集团有限公司 | A kind of template single side bracing |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113668599A (en) * | 2021-08-21 | 2021-11-19 | 临沂市政集团有限公司 | Be convenient for construction with exempting from to drawing screw retaining wall template support frame |
| CN113638746A (en) * | 2021-09-09 | 2021-11-12 | 中铁四局集团第三建设有限公司 | Movable rapid assembling formwork system and using method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111350345A (en) | Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method | |
| CN212613769U (en) | Outer wall formwork reinforcing bracket at connecting position of shear wall floors | |
| CN202718127U (en) | Scaffold tube support for underground foundation pit | |
| CN218912364U (en) | Assembled steel stand bearing structure | |
| CN213538700U (en) | Supporting structure for concrete construction of cantilever end of steel-concrete composite beam bridge | |
| CN213417843U (en) | Foundation pit support structure convenient to disassemble and assemble | |
| CN211006352U (en) | Pier stud template reinforced structure | |
| CN112746628A (en) | Cast-in-place comprehensive pipe gallery formwork supporting structure and cast-in-place comprehensive pipe gallery construction method | |
| CN215760392U (en) | Bottom fixing device for overhanging outer frame upright rod of building construction scaffold | |
| CN216587872U (en) | Supporting device | |
| CN211499768U (en) | Movable's side wall device for concrete placement | |
| CN216765927U (en) | Assembled supporting device | |
| CN113756261B (en) | Construction method of concrete tank body adopting adjustable inner support shaping template | |
| CN211498796U (en) | Concrete pouring large-scale assembled template system | |
| CN216516791U (en) | Basket scaffold | |
| CN211396280U (en) | Assembled light sandwich reinforced concrete column corner reinforcing structure | |
| CN220013390U (en) | Sideslip-preventing double-jack type long cantilever bent cap template bracket system | |
| CN219411781U (en) | Building well construction operation support body bottom sprag system | |
| CN212154111U (en) | Climbing frame wall-attached support mounting device | |
| CN219622263U (en) | Lower hanging beam template fixing device | |
| CN216196610U (en) | Integral fixture for beam side wall | |
| CN220705230U (en) | Steel plate wall fixing device | |
| CN217870588U (en) | Tower crane foundation installed on structural top plate | |
| CN218595978U (en) | Can have enough to meet need formula chain block suspended structure | |
| CN219100712U (en) | Adjustable well internal model supporting device |
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: 20200630 |