CN112459583A - Silo, silo top construction method thereof and steel structure formwork system of silo top - Google Patents
Silo, silo top construction method thereof and steel structure formwork system of silo top Download PDFInfo
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- CN112459583A CN112459583A CN202011093533.0A CN202011093533A CN112459583A CN 112459583 A CN112459583 A CN 112459583A CN 202011093533 A CN202011093533 A CN 202011093533A CN 112459583 A CN112459583 A CN 112459583A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H7/00—Construction or assembling of bulk storage containers employing civil engineering techniques in situ or off the site
- E04H7/22—Containers for fluent solids, e.g. silos, bunkers; Supports therefor
- E04H7/24—Constructions, with or without perforated walls, depending on the use of specified materials
- E04H7/26—Constructions, with or without perforated walls, depending on the use of specified materials mainly of concrete, e.g. reinforced concrete or other stone-like materials
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
- E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
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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
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/51—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture specially adapted for storing agricultural or horticultural products
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a silo, a construction method of a silo top of the silo and a steel structure formwork system of the silo top. The invention has simple and stable structure and strong bearing capacity, shortens the construction period, improves the construction efficiency, reduces the safety risk, can fully utilize the space effect and realizes the cross operation construction of multiple types.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a silo, a construction method of a silo top of the silo and a steel structure formwork system of the silo top.
Background
The silo structure is mainly used for agricultural silos such as grain silos and coal silos or industrial silos at present. The top of the silo is generally in a cone structure, the thickness of the top of the silo is generally about 1 m, and the thickness of the top of the silo is thicker. The outer contour surface of the silo top of the silo with a concrete structure is of a hemispherical structure, but the integral three-dimensional shape of the silo top is of an arc body shape which is convex outwards and concave inwards, wherein the arc body shape can be less than or equal to 1/2 hollow sphere, and the silo is like a half-cut basketball. The conventional construction method of the concrete structure silo and the silo top thereof comprises the following steps: after the construction of the side wall of the silo is finished, a vertical bent frame consisting of cross rods, vertical rods and inclined support rods is erected in the silo, a horizontal steel structure support is erected on the wall of the silo, a formwork of the silo top, binding steel bars and one-time concrete pouring are arranged on the vertical bent frame to form the silo top with the thickness, and the bent frame and the formwork are detached after the concrete strength of the silo top meets the requirement. According to the method, as the silo top formed by pouring concrete at one time is thick, a vertical bent frame needs to be built in the silo to support the bearing capacity of the concrete before the silo top is formed by pouring the concrete and the concrete meets the strength requirement. The construction period of the vertical bent frames is long, the labor cost of the construction of the vertical bent frames is high, and the material cost of the vertical bent frames is high; the vertical bent frames can collapse or the rod pieces fall off to injure construction operators to cause safety accidents in the dismantling process, the vertical bent frames occupy the operation space in the top of the silo, the interior of the silo interferes with the top of the silo, and cross construction operation is not convenient. In addition, as the top of the silo is constructed by pouring concrete at one time in an ultra-thick and ultra-high environment, the built vertical bent is likely to cause great safety accidents such as collapse and the like due to the fact that the bearing capacity is not enough to support the gravity of concrete pouring, and great safety risks are achieved.
Disclosure of Invention
The invention aims to solve the technical problems of providing a silo, a construction method of a silo top of the silo and a steel structure formwork system of the silo top so as to solve the problems of long construction period and high safety risk.
In order to solve the technical problems, the technical scheme provided by the invention is as follows: a steel construction formwork system of roof, includes: the steel structure formwork is of a circular arc-shaped body structure and comprises a bolt ball net rack which is of a circular arc-shaped body structure integrally, and the bolt ball net rack is connected with a template through a support arranged on the bolt ball net rack.
Further, according to the steel structure formwork system of the bin roof, the embedded part bolts are embedded in the bracket supports, the bracket supports are connected with the adapter pieces through the embedded part bolts, and the adapter pieces are arranged on the bolt ball net rack.
Further, according to the steel structure formwork system of the bin roof, the bolt ball net rack is a quadrangular pyramid bolt ball joint net rack.
In order to solve the above technical problems, another technical solution provided by the present invention is: a construction method of a bin top, which comprises the following steps,
after the construction of the silo wall of the silo is finished, arranging the steel structure formwork supporting system of the silo top;
and binding reinforcing steel bars on the steel structure formwork supporting system and pouring concrete to form the roof with the arc-shaped body structure.
Further, the construction method of the circular arc-shaped roof provided by the invention divides the roof of the circular arc-shaped structure with the total thickness into a plurality of layers of roof construction, and carries out the construction of the roof of the next layer by taking the roof of the previous layer as an auxiliary bearing body which can bear the force.
Further, the invention provides a construction method of a cabin roof, and the construction method of the multilayer roof comprises the following steps:
binding reinforcing steel bars on a template of the steel structure formwork system to form a front layer of reinforcement cage, and performing concrete pouring on the front layer of reinforcement cage to form a front layer of top plate of a reinforced concrete structure;
and after the strength of the concrete of the top plate of the previous layer meets the design requirement, binding reinforcing steel bars on the top plate of the previous layer by using the self-bearing auxiliary bearing body to form a reinforcement cage of the next layer, and carrying out concrete pouring on the reinforcement cage of the next layer to form the top plate of the next layer of the reinforced concrete structure.
Further, according to the construction method of the bin top, provided by the invention, after the concrete strength of the last layer of top plate reaches the design requirement, the steel structure formwork is dismantled.
Further, according to the construction method of the bin top provided by the invention, the bin wall is a cylinder, and the bin top of the circular arc-shaped structure is a hollow sphere below 1/2.
In order to solve the above technical problem, another technical solution provided by the present invention is: a construction method of a silo, which comprises the following steps,
constructing a bin wall of a reinforced concrete structure;
and constructing the bin roof with the circular arc body structure according to the construction method of the bin roof.
Further, the construction method of the silo provided by the invention is used for constructing the bottom of the silo with the reinforced concrete structure before constructing the wall of the silo with the reinforced concrete structure.
Compared with the prior art, the technical scheme provided by the invention has the following beneficial effects:
according to the silo, the construction method of the silo top and the steel structure formwork system of the silo top, the steel structure formwork replaces a vertical bent, and the steel structure formwork is hoisted to the bracket support of the silo wall through large-scale hoisting equipment after a platform assembly below the steel structure formwork is finished, so that the silo top with the arc-shaped body structure is constructed through the steel structure formwork. The steel structure supporting formwork is arranged at the top of the silo wall of the silo, and the steel structure supporting formwork does not occupy the height space below the silo top between the ground level and the top of the silo wall when in assembling or dismantling construction, so that the construction of the silo top and other constructions in the silo wall cannot interfere, the space effect can be fully utilized, and the multi-work cross operation construction is realized.
The invention provides a silo, a construction method of a silo top and a steel structure formwork system of the silo top. Compared with the vertical bent, the bent frame has the advantages of simple and stable structure and strong bearing capacity. The invention can transfer the bolt ball net rack used in the steel structure building to the concrete pouring construction of the warehouse top of the concrete structure, overcomes the technical prejudice that the bolt ball net rack in the steel structure building can only be used in the steel structure building, and transfers the functional application of the bolt ball net rack in the steel structure building as the dome structure to the bearing application of the stress system for providing support for the construction load of the construction concrete warehouse top. And the bolted ball net frame is not removable as part of the dome in a steel structure building, whereas the bolted ball net frame of the present invention is only a temporary support member and needs to be removed. Therefore, the invention overcomes the technical prejudice by replacing the vertical bent through the steel structure formwork.
According to the silo, the construction method of the silo top and the steel structure formwork system of the silo top, the steel structure formwork system replaces a vertical bent, and steel bar binding and concrete pouring construction can be performed on the formwork of the steel structure formwork system to finish the silo top of the arc-shaped body structure. Therefore, the bearing requirement that the vertical bent frames need to be built densely can be avoided, the construction period is shortened, the construction efficiency is improved, the labor cost of the vertical bent frames in the construction process can be reduced, and the safety risk that the vertical bent frames collapse in the dismantling process or the rod piece falls from the high altitude and injures the safety accidents of construction workers is overcome. The invention uses the steel structure formwork system as a bearing system for supporting construction load so as to complete the construction of the cabin roof. It has the advantages of short construction period, safety and reliability.
Drawings
FIG. 1 is a schematic sectional view of a steel structure formwork on a silo;
FIG. 2 is an enlarged schematic structural view of a connecting node of a steel structure formwork and a bin wall;
FIGS. 3 to 4 are schematic sectional views illustrating the construction of the roof on the steel-structure formwork;
FIG. 5 is a schematic cross-sectional view of the silo after removal of the steel structural formwork;
shown in the figure:
100. the silo comprises a silo body 110, a silo bottom 120, a silo wall 130, a silo top 131, a first layer top plate 132, a second layer top plate 200, a steel structure formwork 210, a bolt ball net rack 220, a support bracket 230, a formwork 300, a bracket support 400, an embedded part bolt 500 and an adapter.
Detailed Description
The invention is described in detail below with reference to the attached drawing figures:
referring to fig. 5, a silo 100 of reinforced concrete structure according to an embodiment of the present invention includes a silo bottom 110, a silo wall 120 and a silo top 130. The bin bottom 110 is a plane structure, the bin wall 120 is a cylinder, the bin top 130 is an arc structure, and the bin top 130 can be a hollow sphere below 1/2. The height of the bin wall 120 is not limited to the illustrated scale and may be set as desired.
Example one
Referring to fig. 1 to 2, an embodiment of the present invention provides a steel-structure formwork system for a roof of a silo, including: the bracket supports 300 are distributed on the silo wall 120 of the silo 100 in an annular array mode, the steel structure supporting formwork 200 which is of a circular arc body structure is integrally arranged on the bracket supports 300, the steel structure supporting formwork 200 comprises a bolt ball net rack 210 which is of a circular arc body structure integrally, and the bolt ball net rack 210 is connected with a formwork 230 through supports 220 arranged on the bolt ball net rack 210. Wherein the steel structure supporting formwork 200 and the bracket support 300 can be connected with the embedded part bolt 400 pre-embedded on the bracket support 300 through the connecting piece 500 arranged on the bolt ball grid 210. The embedded part bolt 400 can be a high-strength bolt so as to improve the connection strength of the steel structure formwork 200 and the bracket support 300 and improve the reliability and stability of the steel structure formwork 200.
Referring to fig. 1 to 2, in the steel structure formwork system of the bin roof according to the embodiment of the present invention, the bolting ball grid 210 may be a quadrangular pyramid bolting ball node grid including a bolting ball and an upper chord, a lower chord and a connecting rod connected thereto. The steel structure formwork 200 has simple and stable structure. Wherein steel construction formwork 200 can be at the arbitrary platform equipment in ground, and its installation order can be: installing the lower string ball hoisting units → installing the lower string rods between the lower string ball hoisting units → adjusting and fastening the lower string rod net → installing the upper string ball hoisting units → installing the upper string rods between the upper string ball hoisting units → installing the connecting rods between the upper string ball hoisting units and the lower string ball hoisting units, and completing the assembly through bolt ball installing supports → installing color steel templates on the supports → measuring, adjusting and fastening.
Example two
Referring to fig. 1 to 5, a second embodiment of the present invention provides a method for constructing a roof of a silo, which may include the following steps:
step 610, referring to fig. 1, after the construction of the silo wall 120 of the silo 100 is completed, the steel structure formwork supporting system of the silo top of the first embodiment is arranged; the steel structure supporting formwork 200 on the top of the silo can be hoisted to the bracket support 300 on the top of the silo wall 120 through large hoisting equipment; the number of the corbel supports 300 includes, but is not limited to, 8. When a steel structure formwork supporting system of the bin top is arranged, firstly, constructing a bracket support 300 and embedded part bolts 400 on the bin wall 120; when assembling the steel structure formwork 200, the adaptor 500 can be synchronously arranged on the bolt ball grid 210, specifically, the adaptor 500 can be arranged on the bolt ball of the bolt ball grid 210, then the steel structure formwork 200 and the adaptor 500 thereon are hoisted on the bracket support 300 through the hoisting equipment, and the adaptor 500 is connected with the embedded bolt 400 so as to fixedly arrange the steel structure formwork 200 on the bracket support 300. Before hoisting the steel structure formwork 200, the bolt position and elevation of the embedded part of the bracket support 300 can be rechecked and calibrated to ensure accurate installation.
Step 620, please refer to fig. 3 to 5, binding steel bars on the steel-structure supporting mold system and pouring concrete to form the roof 130 with the arc-shaped structure.
In step 620, the cabin roof 130 can be cast once, or the cabin roof 130 with the total thickness of the arc-shaped structure can be divided into multiple layers of roof plates for construction, and the front layer of roof plate is an auxiliary bearing body capable of bearing force by itself for the construction of the rear layer of roof plate.
When the bin top 130 is divided into a plurality of roof panels for construction, it includes: binding steel bars on a template 230 of the steel structure formwork system to form a front layer of reinforcement cage, and performing concrete pouring on the front layer of reinforcement cage to form a front layer of top plate of a reinforced concrete structure; and after the strength of the concrete of the top plate of the previous layer meets the design requirement, binding reinforcing steel bars on the top plate of the previous layer by using the self-bearing auxiliary bearing body to form a reinforcement cage of the next layer, and carrying out concrete pouring on the reinforcement cage of the next layer to form the top plate of the next layer of the reinforced concrete structure. In the embodiment of the invention, the front layer of top plate is formed by using layered pouring concrete, and the self-bearing auxiliary support body formed after the front layer of top plate reaches the designed strength and the steel structure supporting formwork 200 jointly play a supporting role in the pouring of the rear layer of top plate concrete, so that the pouring construction of the bin top 130 of the circular arc body structure with the total thickness is completed. The bearing capacity of the gravity of the rear roof layer in the construction process is improved, and the safety risk of the bin roof 130 with the arc-shaped structure in the pouring construction process is further reduced. In addition, the layered construction bin top 130 is also beneficial to dissipating the hydration heat of the concrete and plays a role in cracking resistance of the concrete.
In the following, the construction of 2-layer roof is taken as an example for detailed description, and the step 620 can be divided into the following two steps:
step 621, referring to fig. 3, binding steel bars on the formwork 300 to form a first layer of steel reinforcement cage, and performing concrete pouring on the first layer of steel reinforcement cage to form a first layer of top plate 131 of the reinforced concrete structure;
referring to fig. 4, after the strength of the concrete of the first-layer top plate 131 reaches the design requirement, the first-layer top plate 131 is used as a self-bearing auxiliary bearing body to bind steel bars thereon to form a second-layer steel reinforcement cage, and the second-layer steel reinforcement cage is subjected to concrete casting to form the second-layer top plate 132 of the reinforced concrete structure.
The thickness of the first layer top plate 131 may be smaller than the thickness of the second layer top plate 132 and the third layer top plate 133, so as to reduce the safety risk that the first layer top plate 131 is too thick and has insufficient self weight to be supported by the steel structure formwork 200 to collapse. For example: when the total thickness of the bin top 130 is 1200mm, the thickness of the first layer top plate 131 may be 500mm, and the thickness of the second layer top plate 132 may be 700 mm.
In step 630, referring to fig. 5, after the concrete strength of the last layer of roof reaches the design requirement, the steel structure formwork 200 is removed.
EXAMPLE III
Referring to fig. 1 to 5, a third embodiment of the present invention provides a construction method of a silo, which includes the following steps:
step 701, constructing a reinforced concrete structure bin bottom 110.
Step 702, constructing a reinforced concrete structure bin wall 120 along a bin bottom 110; wherein the silo wall 120 may also be constructed directly at ground level.
And 703, constructing the bin top 130 with the circular arc body structure according to the construction method of the bin top of the second embodiment.
According to the silo, the construction method of the silo top and the steel structure formwork system of the silo top, provided by the embodiment of the invention, the vertical bent frame is replaced by the steel structure formwork 200, the steel structure formwork 200 is hoisted to the bracket support 300 of the silo wall through large-scale hoisting equipment after the platform assembly below is finished, and the silo top 130 of the circular arc-shaped body structure is constructed through the steel structure formwork 200. The steel structure supporting formwork 200 is arranged at the top of the silo wall of the silo, and the steel structure supporting formwork 200 does not occupy the height space below the silo top 130 between the ground level and the top of the silo wall during assembling or disassembling construction, so that the construction of the silo top 130 does not interfere with other constructions in the silo wall, the space effect can be fully utilized, and the cross operation construction of multiple types is realized.
According to the silo, the construction method of the silo top and the steel structure formwork system of the silo top, provided by the embodiment of the invention, the steel structure formwork 200 comprises a bolt ball net rack 210, a support 220 and a formwork 230. Compared with the vertical bent, the bent frame has the advantages of simple and stable structure and strong bearing capacity. The embodiment of the invention can transfer the bolt-sphere net rack 210 used in the steel structure building to the concrete pouring construction of the silo top 130 of the concrete structure, so as to overcome the technical bias that the bolt-sphere net rack 210 in the steel structure building can only be used in the steel structure building, and transfer the functional application of the bolt-sphere net rack 210 in the steel structure building as a dome structure to the bearing application of a stress system for providing support for the construction load of the construction concrete silo top 130. And the bolting ball grid 210 is not removable as part of the dome in a steel structure building, whereas the bolting ball grid 210 of the embodiment of the present invention is only a temporary support member and needs to be removed. Therefore, the embodiment of the invention overcomes the technical prejudice by replacing the vertical bent frame with the steel-structure supporting formwork 200.
According to the silo, the construction method of the silo top and the steel structure formwork system of the silo top, provided by the embodiment of the invention, the steel structure formwork system replaces a vertical bent frame, and reinforcement and concrete pouring construction can be carried out on the formwork 230 of the steel structure formwork system to finish the silo top 130 with the arc-shaped body structure. Therefore, the bearing requirement that the vertical bent frames need to be built densely can be avoided, the construction period is shortened, the construction efficiency is improved, the labor cost of the vertical bent frames in the construction process can be reduced, and the safety risk that the vertical bent frames collapse in the dismantling process or the rod piece falls from the high altitude and injures the safety accidents of construction workers is overcome. In the embodiment of the invention, the steel structure formwork system is used as a bearing system for providing support for construction load so as to complete the construction of the bin top 130. It has the advantages of short construction period, safety and reliability.
The silo 100 and the construction method of the silo top provided by the embodiment of the invention are mainly suitable for the building engineering of the silo top 130 with the arc-shaped body structure of the reinforced concrete structure with high height and thick roof plate.
The present invention is not limited to the above-described embodiments, and various changes made within the claims of the present invention are within the scope of the present invention.
Claims (10)
1. The steel structure formwork system of the silo top is characterized by comprising bracket supports which are distributed on the silo wall of a silo in an annular array mode, steel structure formwork supporting structures which are of arc-shaped structures are arranged on the bracket supports, each steel structure formwork supporting structure comprises a bolt ball net rack which is of the arc-shaped structures integrally, and each bolt ball net rack is connected with a formwork through supports arranged on the bolt ball net rack.
2. The steel structure formwork system of the silo roof of claim 1, wherein the bracket support is embedded with embedded bolts, the bracket support is connected with an adapter through the embedded bolts, and the adapter is arranged on the bolt ball grid frame.
3. The steel structure formwork system for the roof of the silo according to claim 1, wherein the bolt ball grid is a quadrangular pyramid bolt ball node grid.
4. A construction method of a bin top is characterized in that,
after the construction of the silo wall of the silo is finished, arranging the steel structure formwork system of the silo top according to any one of claims 1 to 3;
and binding reinforcing steel bars on the steel structure formwork supporting system and pouring concrete to form the roof with the arc-shaped body structure.
5. The construction method of the circular arc-shaped roof of the claim 4, characterized in that the roof of the circular arc-shaped body structure with the total thickness is divided into a plurality of layers of roof plates for construction, and the front roof plate is an auxiliary bearing body which can bear the force by itself for the construction of the rear roof plate.
6. The method for constructing the roof of the silo according to the claim 5, wherein the method for constructing the multi-layer roof comprises the following steps:
binding reinforcing steel bars on a template of the steel structure formwork system to form a front layer of reinforcement cage, and performing concrete pouring on the front layer of reinforcement cage to form a front layer of top plate of a reinforced concrete structure;
and after the strength of the concrete of the top plate of the previous layer meets the design requirement, binding reinforcing steel bars on the top plate of the previous layer by using the self-bearing auxiliary bearing body to form a reinforcement cage of the next layer, and carrying out concrete pouring on the reinforcement cage of the next layer to form the top plate of the next layer of the reinforced concrete structure.
7. The construction method of the silo roof of claim 6, wherein the steel structure formwork is dismantled after the concrete strength of the top plate of the last layer meets the design requirement.
8. The construction method of the silo roof of claim 1, wherein the silo wall is a cylinder, and the silo roof of the circular arc-shaped body structure is a hollow sphere below 1/2.
9. A construction method of a silo is characterized in that,
constructing a bin wall of a reinforced concrete structure;
the method for constructing the silo roof of the circular arc-shaped body structure according to any one of claims 4 to 8.
10. The method of constructing a silo as claimed in claim 9, wherein the bottom of the reinforced concrete structure is constructed before the wall of the reinforced concrete structure.
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| CN202011093533.0A CN112459583B (en) | 2020-10-14 | 2020-10-14 | Silo and construction method of silo top thereof and steel structure formwork system of silo top |
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| CN202011093533.0A CN112459583B (en) | 2020-10-14 | 2020-10-14 | Silo and construction method of silo top thereof and steel structure formwork system of silo top |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113738122A (en) * | 2021-08-27 | 2021-12-03 | 中国二十冶集团有限公司 | Mounting method of circular silo steel structure |
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| JP6063086B1 (en) * | 2016-08-08 | 2017-01-18 | 犬飼 八重子 | Method for constructing dome-like structure with straight members |
| CN111270852A (en) * | 2020-03-27 | 2020-06-12 | 贵州建工集团第四建筑工程有限责任公司 | Construction method of novel formwork support system for reinforced concrete silo dome |
| CN111576231A (en) * | 2020-05-28 | 2020-08-25 | 广西交科集团有限公司 | Optimization design method for layered pouring concrete beam of upper bracket of soft foundation |
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2020
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|---|---|---|---|---|
| JP6063086B1 (en) * | 2016-08-08 | 2017-01-18 | 犬飼 八重子 | Method for constructing dome-like structure with straight members |
| CN111270852A (en) * | 2020-03-27 | 2020-06-12 | 贵州建工集团第四建筑工程有限责任公司 | Construction method of novel formwork support system for reinforced concrete silo dome |
| CN111576231A (en) * | 2020-05-28 | 2020-08-25 | 广西交科集团有限公司 | Optimization design method for layered pouring concrete beam of upper bracket of soft foundation |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113738122A (en) * | 2021-08-27 | 2021-12-03 | 中国二十冶集团有限公司 | Mounting method of circular silo steel structure |
| CN113738122B (en) * | 2021-08-27 | 2022-10-11 | 中国二十冶集团有限公司 | Mounting method of circular silo steel structure |
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