CN217557661U - Anti-bank and roof beam board pour auxiliary component and pour bearing structure once - Google Patents
Anti-bank and roof beam board pour auxiliary component and pour bearing structure once Download PDFInfo
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- CN217557661U CN217557661U CN202221487569.1U CN202221487569U CN217557661U CN 217557661 U CN217557661 U CN 217557661U CN 202221487569 U CN202221487569 U CN 202221487569U CN 217557661 U CN217557661 U CN 217557661U
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Abstract
The utility model discloses a supporting structure is once pour to anti bank and roof beam panel's a pour auxiliary component and a pour, in pouring the supporting structure in anti bank and roof beam panel with the auxiliary component embedding anti-bank forming space and roof beam panel forming space, the straight-bar of auxiliary component first and two combination concrete cushion tops of straight-bar support on anti-bank hangs mould one and anti-bank hang mould two, the U-shaped mouth form portion top of auxiliary component supports simultaneously and hangs between mould one and the roof beam panel template at anti-bank, anti-bank and roof beam panel's a pour auxiliary component simple structure, easily preparation, a construction for anti-bank and roof beam panel pour supporting structure, anti-bank and roof beam panel concrete of auxiliary component connection, further promote anti-bank entity quality.
Description
Technical Field
The utility model relates to a field of pouring of anti-bank and beam slab especially relates to a supporting structure is once pour to anti-bank and one-time pouring auxiliary component of beam slab and once pour.
Background
In the prior art, please refer to fig. 1, the pouring support structure for the inverted sill and the beam slab includes an inverted sill hanging mold one 20, an inverted sill hanging mold two 30, a beam slab template 40, a steel reinforcement framework 50, and stirrups 60, where the inverted sill hanging mold one 20 and the inverted sill hanging mold two 30 are parallel and opposite to each other, the beam slab template 40 is disposed below the inverted sill hanging mold one 20 and the inverted sill hanging mold two 30 at intervals, the stirrups 60 are hooped on the steel reinforcement framework 50, the steel reinforcement framework 50 is disposed in the beam slab forming space 401, the inverted sill hanging mold one 20 and the inverted sill hanging mold two 30 are fixed by a combined wood purlin mold 70 made by fixing steel nails, the concrete precast block one 80 supports the inverted sill hanging mold one 20, the concrete precast block two 90 supports the inverted sill hanging mold two 30, and the combined wood purlin mold 70 is penetrated by a tie bolt 100 to reinforce the inverted hanging mold one 20 and the inverted sill hanging mold two 30.
The existing pouring support structure for the reversed ridge and the beam slab has the following defects:
(1) The concrete precast block I and the concrete precast block II can not be completely combined with cast-in-place concrete, and the potential leakage hazard is caused;
(2) When the concrete is poured, the reverse ridge hanging die may shift, distort and deform or the width of the cross section of the reverse ridge formed by pouring is reduced for the horizontal load generated by the reverse ridge hanging die;
(3) When the concrete is vibrated, a load is generated, the newly poured concrete acts on the reverse ridge hoisting die to generate side pressure, and the reverse ridge hoisting die is likely to shift, distort and deform or the width of the cross section of the reverse ridge formed by pouring is reduced;
(4) When concrete is poured by feeding of a concrete delivery pump and a material distributor, vibration load is generated, and the reverse ridge hanging die can be displaced or distorted.
SUMMERY OF THE UTILITY MODEL
The utility model provides a supporting structure is once pour to anti-bank and roof beam slab's an auxiliary component and a pour, it has overcome in the background art the not enough of prior art.
The utility model provides a technical scheme that its technical problem adopted is:
the auxiliary component for one-time pouring of the inverted ridge and the beam plate comprises a first straight rod, a second straight rod, a third straight rod, a fourth straight rod and a fifth straight rod, wherein one end of the first straight rod is vertically and fixedly connected with one end of the second straight rod, the other end of the second straight rod is vertically and fixedly connected with one end of the third straight rod, the other end of the third straight rod is vertically and fixedly connected with one end of the fourth straight rod, the second straight rod, the third straight rod and the fourth straight rod form a U-shaped opening part, the first straight rod and the fourth straight rod are respectively positioned on two sides of the second straight rod, one end of the fifth straight rod is vertically and fixedly connected to the rod body of the second straight rod and is spaced from the first straight rod in parallel and positioned on the same side of the second straight rod together with the straight rod, and the fourth straight rod is shorter than the second straight rod.
In one embodiment: the first straight rod, the second straight rod, the third straight rod and the fourth straight rod are of an integrated structure.
In one embodiment: the joint of the first straight rod and the second straight rod is provided with a chamfer transition section, a chamfer transition section is arranged between the second straight rod and the third straight rod, and a chamfer transition section is arranged between the third straight rod and the fourth straight rod.
The one-time pouring support structure for the reversed sill and the beam plate comprises a reversed sill hanging die I, a reversed sill hanging die II, a beam plate template, a steel reinforcement framework, stirrups and the auxiliary component for one-time pouring of the reversed sill and the beam plate;
the first anti-ridge hanging die and the second anti-ridge hanging die are arranged in parallel, the beam plate die plate is arranged below the first anti-ridge hanging die and the second anti-ridge hanging die at intervals, the stirrups are hooped on the steel reinforcement framework, the steel reinforcement framework is arranged in a beam plate forming space, the auxiliary component is arranged at the junction of the first anti-ridge forming space and the beam plate forming space, the straight rods of the auxiliary component are welded and fixed with the stirrups, the straight rods of the auxiliary component and the straight rods are at least partially positioned between the first anti-ridge hanging die and the second anti-ridge hanging die in the first anti-ridge forming space and correspondingly abut against the first anti-ridge hanging die and the first anti-ridge hanging die, the U-shaped part of the auxiliary component is positioned in the beam plate forming space, and the straight rods of the U-shaped part and the four straight rods of the second anti-ridge hanging die respectively abut against the bottom end of the first anti-ridge hanging die and the beam plate die plate.
In one embodiment: the concrete cushion block is arranged between the first straight rod of the auxiliary component and the second reverse ridge hanging die and abuts against the second reverse ridge hanging die through the concrete cushion block, the concrete cushion block is arranged between the fifth straight rod of the auxiliary component and the first reverse ridge hanging die and abuts against the first reverse ridge hanging die through the concrete cushion block, the second straight rod of the U-shaped mouth-shaped part abuts against the bottom end of the first reverse ridge hanging die, and the concrete cushion block is arranged between the fourth straight rod of the U-shaped mouth-shaped part and the beam plate template and abuts against the beam plate template through the concrete cushion block.
In one embodiment: the first inverted ridge hanging mold and the second inverted ridge hanging mold are fixedly connected through a three-section water stop bolt and a wood brace, and the second inverted ridge hanging mold and the beam plate template are fixedly connected through a three-section water stop bolt and a wood brace.
In one embodiment: the beam slab template comprises a first beam slab, a second beam slab and a third beam slab, wherein two ends of the second beam slab are respectively and vertically connected with one ends of the first beam slab and the third beam slab, the first beam slab and the third beam slab are respectively positioned on two sides of the second beam slab, and the second beam slab is parallel to the reverse ridge hanging die II.
Compared with the background technology, the technical scheme has the following advantages:
1. the one-time pouring auxiliary component of the reversed sill and the beam plate is simple in structure and easy to manufacture, and is used for constructing the one-time pouring support structure of the reversed sill and the beam plate.
2. In the one-time pouring support structure of the reverse bank and the beam plate, the auxiliary component is embedded into the reverse bank forming space and the beam plate forming space, the straight rod I and the straight rod II of the auxiliary component are combined with the concrete cushion block to be propped against the reverse bank lifting die I and the reverse bank lifting die II, so that the space between the reverse bank lifting die I and the reverse bank lifting die II keeps strong support strength during pouring, the reverse bank width after pouring forming can be kept to meet the requirement, and the reverse bank width cannot be narrowed. Meanwhile, the U-shaped opening part of the auxiliary component is abutted between the reverse ridge hanging die I and the beam slab template, the effect of the concrete precast block I in the prior art is replaced, the concrete precast block II is omitted, and the leakage hidden danger caused by the fact that the concrete precast block I, the concrete precast block II and cast-in-place concrete cannot be completely combined is avoided.
3. Adopt syllogic stagnant water bolt and auxiliary component to consolidate bearing structure, need not use the precast concrete piece to support and hang the mould, anti-bank is once pour the shaping with the breast board, and the concrete wholeness is good, does not have the seepage hidden danger. Simultaneously through syllogic stagnant water bolt and auxiliary component, make the template support system of anti-bank and beam slab link into a whole, whole steadiness is good, when pouring concrete, vibrating concrete and concrete pump and distributing machine material loading and pouring concrete, the load that produces can not produce anti-bank aversion, cross-sectional dimension and quality defects such as distortion deformation, and the concrete impression is of high quality.
4. The auxiliary member is connected with the reverse bank and the beam plate concrete, and the quality of the reverse bank entity is further improved.
Drawings
The present invention will be further described with reference to the accompanying drawings and examples.
Fig. 1 is a schematic view of a pouring support structure of a conventional inverted sill and a beam slab in the background art.
Fig. 2 is a schematic structural view of a one-time pouring auxiliary member of the reversed sill and the beam slab.
Fig. 3 is a schematic view of a connection structure of the auxiliary member and the stirrup.
Fig. 4 is a schematic view of a one-shot support structure (no-shot) of the sill and beam slab.
Fig. 5 is a schematic view of a one-time cast support structure (cast) of the sill and beam slab.
Detailed Description
Referring to fig. 2 and 3, the auxiliary member 10 for one-time pouring of the reversed sill and the beam slab includes a first straight bar 11, a second straight bar 12, a third straight bar 13, a fourth straight bar 14, and a fifth straight bar 15, wherein one end of the first straight bar 11 is vertically and fixedly connected to one end of the second straight bar 12, the other end of the second straight bar 12 is vertically and fixedly connected to one end of the third straight bar 13, the other end of the third straight bar 13 is vertically and fixedly connected to one end of the fourth straight bar 14, the second straight bar 12, the third straight bar 13, and the fourth straight bar 14 form a U-shaped mouth portion 101, the first straight bar 11 and the fourth straight bar 14 are respectively located on two sides of the second straight bar 12, one end of the fifth straight bar 15 is vertically and fixedly connected to a shaft of the second straight bar 12, is spaced from and parallel to the first straight bar 11, is located on the same side of the second straight bar 12 as the first straight bar 11, and the fourth straight bar 14 is shorter than the second straight bar 12.
Generally, the straight rod one 11, the straight rod two 12, the straight rod three 13 and the straight rod four 14 are integrally formed. And the auxiliary member 10 is integrally made of a reinforcing bar.
Generally, a junction between the first straight rod 11 and the second straight rod 12 has a chamfered transition section, a chamfered transition section is provided between the second straight rod 12 and the third straight rod 13, and a chamfered transition section is provided between the third straight rod 13 and the fourth straight rod 14.
Referring to fig. 4 and 5, the once-cast supporting structure of the reversed sill and the beam slab includes a reversed sill hanging mold one 20, a reversed sill hanging mold two 30, a beam slab template 40, a steel reinforcement framework 50, stirrups 60, and the above-mentioned once-cast auxiliary member 10 of the reversed sill and the beam slab;
the first anti-threshold hanging die 20 and the second anti-threshold hanging die 30 are arranged in parallel, the beam slab template 40 is arranged below the first anti-threshold hanging die 20 and the second anti-threshold hanging die 30 at intervals, the stirrup 60 is hooped on the reinforcement cage 50, the reinforcement cage 50 is arranged in the pouring forming space 401 of the beam slab 400, the auxiliary component 10 is arranged at the junction of the pouring forming space 301 of the anti-threshold 300 and the pouring forming space 401 of the beam slab 400, the straight rod two 12 of the auxiliary component 10 is fixedly welded with the stirrup 60, the straight rod one 11 and the straight rod five 15 of the auxiliary component 10 are at least partially arranged between the first anti-threshold hanging die 20 and the second anti-threshold hanging die 30 in the pouring forming space 301 of the anti-threshold 300 and correspondingly abut against the second anti-threshold hanging die 30 and the first anti-threshold hanging die 20, the U-shaped part 101 of the auxiliary component 10 is arranged in the pouring forming space 401 of the beam slab, and the straight rod two 12 and the straight rod four 14 of the U-shaped part 101 respectively abut against the bottom end of the first anti-threshold hanging die 20 and the beam slab template 40.
In this embodiment, a concrete cushion 70 is disposed between the first straight rod 11 and the second anti-sill hanging die 30 of the auxiliary component 10 and abuts against the second anti-sill hanging die 30 through the concrete cushion 70, a concrete cushion 70 is disposed between the fifth straight rod 15 and the first anti-sill hanging die 20 and abuts against the first anti-sill hanging die 20 through the concrete cushion 70, the second straight rod 12 of the U-shaped portion 101 directly abuts against the bottom end of the first anti-sill hanging die 20, and a concrete cushion 70 is disposed between the fourth straight rod 14 of the U-shaped portion 101 and the beam slab die 40 and abuts against the beam slab die 40 through the concrete cushion 70.
The first inverted sill hanging mold 20 and the second inverted sill hanging mold 30 are fixedly connected through a three-section water stop bolt 80 and a wood purlin 90, and the second inverted sill hanging mold 30 and the beam plate template 40 are fixedly connected through a three-section water stop bolt 80 and a wood purlin 90. The first reverse sill hanging die 20, the second reverse sill hanging die 30 and the beam slab template 40 are firmly locked into a whole through the three-section water stop bolt 80, and enough locking strength is provided so that the relative positions of the first reverse sill hanging die 20, the second reverse sill hanging die 30 and the beam slab template 40 are kept unchanged.
The beam-slab template 40 comprises a first beam slab 41, a second beam slab 42 and a third beam slab 43, two ends of the second beam slab 42 are respectively and vertically connected with one ends of the first beam slab 41 and the third beam slab 43, the first beam slab 41 and the third beam slab 43 are respectively positioned on two sides of the second beam slab 42, and the second beam slab 42 is parallel to the second anti-sill suspended template 30.
The auxiliary component 10 is embedded into the pouring forming space 301 of the reverse sill and the pouring forming space 401 of the beam slab, the straight rod I11 and the straight rod II 12 of the auxiliary component 10 are abutted against the reverse sill hoisting die I20 and the reverse sill hoisting die II 30 in combination with the concrete cushion block 70, so that the space between the reverse sill hoisting die I20 and the reverse sill hoisting die II 30 keeps strong supporting strength during pouring, the width of the reverse sill after pouring forming can be kept to meet the requirement, and the width of the reverse sill cannot be narrowed. Meanwhile, the U-shaped opening part 101 of the auxiliary component 10 abuts against the position between the first reverse sill hanging die 20 and the beam slab die plate 40, the effect of a first concrete prefabricated block in the prior art is replaced, the three-section type water stop bolt 80 and the auxiliary component 10 are adopted to reinforce the supporting structure, the concrete prefabricated block is not required to be used for supporting and hanging the die, the reverse sill 300 and the beam slab 400 are formed in a one-step pouring mode, the concrete integrity is good, no leakage hidden danger exists, meanwhile, the reverse sill and the template supporting system of the beam slab are connected into a whole through the three-section type water stop bolt 80 and the auxiliary component 10, the whole stability is good, a second concrete prefabricated block is omitted, and the leakage hidden danger caused by the fact that the first concrete prefabricated block and the second concrete prefabricated block cannot be completely combined with cast-in-place concrete is avoided.
This anti-bank and roof beam board's one-time pouring bearing structure when pouring concrete, concrete and concrete delivery pump and cloth machine material loading are pour concrete, are vibrated, the load that produces can not produce anti-bank and shift, cross-sectional dimension dwindle and quality defects such as distortion, the concrete impression is of high quality. And embedding the auxiliary component into the anti-ridge forming space and the beam plate forming space, so that the auxiliary component is connected with the anti-ridge and the beam plate concrete, and the quality of the anti-ridge entity is further improved.
The above description is only a preferred embodiment of the present invention, and therefore the scope of the present invention should not be limited by this description, and all equivalent changes and modifications made within the scope and the specification of the present invention should be covered by the present invention.
Claims (7)
1. Anti bank and roof beam board pour auxiliary member once, its characterized in that: the straight rod I is vertically and fixedly connected with one end of the straight rod II, the other end of the straight rod II is vertically and fixedly connected with one end of the straight rod III, the other end of the straight rod III is vertically and fixedly connected with one end of the straight rod IV, the straight rod II, the straight rod III and the straight rod IV form a U-shaped opening part, the straight rod I and the straight rod IV are respectively positioned at two sides of the straight rod II, one end of the straight rod V is vertically and fixedly connected to the rod body of the straight rod II and is arranged in parallel with the straight rod I at intervals and is positioned at the same side of the straight rod II with the straight rod I, and the straight rod IV is shorter than the straight rod II.
2. The inverted sill and beam panel one-shot auxiliary member of claim 1, wherein: the first straight rod, the second straight rod, the third straight rod and the fourth straight rod are of an integrally formed structure.
3. The inverted sill and beam panel one-shot auxiliary member of claim 2, wherein: the joint of the first straight rod and the second straight rod is provided with a chamfer transition section, a chamfer transition section is arranged between the second straight rod and the third straight rod, and a chamfer transition section is arranged between the third straight rod and the fourth straight rod.
4. Anti-bank and roof beam board pour bearing structure once, its characterized in that: the auxiliary member comprises a first inverted sill hanging die, a second inverted sill hanging die, a beam plate template, a steel reinforcement framework, stirrups and the auxiliary member for one-time pouring of the inverted sill and the beam plate as claimed in claim 1, 2 or 3;
the first anti-bank hanging die and the second anti-bank hanging die are arranged in parallel, the beam plate template is arranged below the first anti-bank hanging die and the second anti-bank hanging die at intervals, the stirrup is hooped on the reinforcement cage, the reinforcement cage is arranged in a beam plate forming space, the auxiliary component is arranged at the junction of the first anti-bank forming space and the beam plate forming space, the straight rod II of the auxiliary component is welded and fixed with the stirrup, at least part of the straight rod I and the straight rod V of the auxiliary component is positioned between the first anti-bank hanging die and the second anti-bank hanging die in the anti-bank forming space and correspondingly abutted against the first anti-bank hanging die and the first anti-bank hanging die, the U-shaped part of the auxiliary component is positioned in the beam plate forming space, and the straight rods II and four straight rods of the U-shaped part are respectively abutted against the bottom end of the first anti-bank hanging die and the beam plate template.
5. The inverted sill and beam panel one-shot support structure of claim 4, wherein: the concrete cushion block is arranged between the first straight rod of the auxiliary component and the second reverse ridge hanging die and abuts against the second reverse ridge hanging die through the concrete cushion block, the concrete cushion block is arranged between the fifth straight rod of the auxiliary component and the first reverse ridge hanging die and abuts against the first reverse ridge hanging die through the concrete cushion block, the second straight rod of the U-shaped mouth-shaped part abuts against the bottom end of the first reverse ridge hanging die, and the concrete cushion block is arranged between the fourth straight rod of the U-shaped mouth-shaped part and the beam plate template and abuts against the beam plate template through the concrete cushion block.
6. The sill-and-beam one-shot support structure of claim 4 or 5, wherein: the first reverse sill hanging die and the second reverse sill hanging die are fixedly connected through a three-section water stop bolt and a wood purlin, and the second reverse sill hanging die and the beam plate template are fixedly connected through a three-section water stop bolt and a wood purlin.
7. The inverted sill and beam panel one-shot support structure of claim 6, wherein: the beam slab template comprises a first beam slab, a second beam slab and a third beam slab, wherein two ends of the second beam slab are respectively and vertically connected with one ends of the first beam slab and the third beam slab, the first beam slab and the third beam slab are respectively positioned on two sides of the second beam slab, and the second beam slab is parallel to the reverse ridge and hangs the second formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221487569.1U CN217557661U (en) | 2022-06-14 | 2022-06-14 | Anti-bank and roof beam board pour auxiliary component and pour bearing structure once |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221487569.1U CN217557661U (en) | 2022-06-14 | 2022-06-14 | Anti-bank and roof beam board pour auxiliary component and pour bearing structure once |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217557661U true CN217557661U (en) | 2022-10-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221487569.1U Active CN217557661U (en) | 2022-06-14 | 2022-06-14 | Anti-bank and roof beam board pour auxiliary component and pour bearing structure once |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN217557661U (en) |
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2022
- 2022-06-14 CN CN202221487569.1U patent/CN217557661U/en active Active
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