CN214169553U - Composite heat-preservation steel rib concrete integrated building structure - Google Patents
Composite heat-preservation steel rib concrete integrated building structure Download PDFInfo
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- CN214169553U CN214169553U CN202023086472.3U CN202023086472U CN214169553U CN 214169553 U CN214169553 U CN 214169553U CN 202023086472 U CN202023086472 U CN 202023086472U CN 214169553 U CN214169553 U CN 214169553U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 111
- 239000010959 steel Substances 0.000 title claims abstract description 111
- 239000004567 concrete Substances 0.000 title claims abstract description 57
- 239000002131 composite material Substances 0.000 title claims abstract description 13
- 238000004321 preservation Methods 0.000 title claims abstract description 13
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 19
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 13
- 238000009413 insulation Methods 0.000 claims description 28
- 238000003780 insertion Methods 0.000 claims description 22
- 230000037431 insertion Effects 0.000 claims description 22
- 210000001503 joint Anatomy 0.000 claims description 8
- 150000001875 compounds Chemical class 0.000 claims description 3
- 230000008878 coupling Effects 0.000 abstract description 6
- 238000010168 coupling process Methods 0.000 abstract description 6
- 238000005859 coupling reaction Methods 0.000 abstract description 6
- 230000000694 effects Effects 0.000 abstract description 4
- 239000011440 grout Substances 0.000 abstract description 3
- 239000007787 solid Substances 0.000 abstract 3
- 239000004793 Polystyrene Substances 0.000 description 9
- 229920002223 polystyrene Polymers 0.000 description 9
- 238000010276 construction Methods 0.000 description 8
- 238000005452 bending Methods 0.000 description 6
- 210000000078 claw Anatomy 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000011534 incubation Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000013329 compounding Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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Abstract
The utility model relates to the technical field of steel reinforced concrete building structures, in particular to a composite heat-preservation steel reinforced concrete integrated building structure, which comprises a wall body and a concrete foundation, wherein the wall body comprises a plurality of heat-preservation plates which are oppositely arranged and are pulled and connected by a steel skeleton, I-shaped steel ribs arranged between the relative heat-preservation plates and a concrete filling layer I filled between the relative heat-preservation plates; the concrete foundation top surface has been seted up the preset groove, is equipped with horizontal built-in fitting in the preset groove, and horizontal built-in fitting includes the roof, establishes a plurality of steel hooks in the roof bottom surface and fixes the rigid coupling bolt at the roof top surface, has seted up grout mouth on the roof, and the bottom of I-shaped reinforcing bar is fixed with the solid fishplate bar, has seted up the fixed orifices on the solid fishplate bar, and the roof top surface is equipped with a plurality of location picture peg, has seted up a plurality of constant head tanks on the solid fishplate bar, a plurality of constant head tanks and a plurality of location picture peg one-to-one. The utility model discloses have the effect that makes things convenient for constructor fixed connection reinforcing bar on concrete foundation fast, improves the convenience of reinforcing bar location vertical correction.
Description
Technical Field
The utility model belongs to the technical field of the technique of reinforcing bar concrete building structure and specifically relates to a compound incubation reinforcing bar concrete integrated building structure is related to.
Background
Traditional building wall does not have the heat preservation effect itself, needs additionally to add the heated board in order to realize that building structure keeps warm.
Chinese patent publication No. CN1242137C discloses a composite heat-insulating steel reinforced concrete integrated building structure, which comprises a foundation, a wall, a floor slab, doors and windows, wherein steel embedded parts are arranged in the concrete foundation at intervals on the foundation, a steel skeleton in the wall and the floor slab is assembled, and the steel skeleton is fixedly connected with the steel embedded parts arranged in the foundation; the wall body is formed by compounding a polystyrene heat-insulating wall body template and a cast-in-place reinforced concrete wall body in the template, wherein the polystyrene heat-insulating wall body template is formed by two polystyrene heat-insulating plates which are arranged oppositely in parallel, and the polystyrene heat-insulating wall body template is combined and pulled by a steel skeleton with two sides respectively pre-embedded in the polystyrene heat-insulating plates, and the steel skeleton is formed by fixedly connecting steel sheets respectively pre-embedded in the polystyrene heat-insulating plates along the plate height and steel bars connected between the steel sheets; concave-convex tongue-and-groove are respectively arranged on two side edges and upper and lower edges of the polystyrene heat-insulation board; the floor slab is compounded by a prefabricated heat insulation template and a cast-in-place reinforced concrete layer into a whole, the heat insulation template is formed by foaming polystyrene heat insulation material through-length built-in section steel, and a concave-convex connection surface is arranged between the heat insulation template and the cast-in-place reinforced concrete layer.
The above prior art solutions have the following drawbacks: when using traditional steel built-in fitting, need constructor to pass through the concrete with the steel built-in fitting in advance and bury underground subaerial, then with shaped steel skeleton fixed connection steel built-in fitting, the shaped steel skeleton bottom surface is generally fixed with the bottom plate, and pass with the bolt that supplies the steel built-in fitting to stretch out ground through the hole of pre-opening on the bottom plate, then fix shaped steel skeleton through nut locking, however shaped steel skeleton's quality is big, the butt joint in-process is lifted by crane on the scene, the degree of difficulty that a plurality of holes dock the bolt on a plurality of steel built-in fittings simultaneously is big, greatly reduced constructor's efficiency of construction.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims at providing a compound incubation reinforcing bar concrete integrated building structure has the convenience that makes things convenient for constructor fixed connection reinforcing bar on concrete foundation fast, improves the effect of the convenience of reinforcing bar location vertical correction.
The above utility model discloses an above-mentioned utility model purpose can realize through following technical scheme:
a composite heat-preservation steel rib concrete integrated building structure comprises a wall body and a concrete foundation for mounting the wall body, wherein the wall body comprises a plurality of heat-preservation plates which are oppositely arranged and are pulled by steel frameworks, I-shaped steel ribs which are arranged between the plurality of heat-preservation plates and are opposite to each other, and a first concrete filling layer which is filled between the heat-preservation plates;
the concrete foundation top surface has been seted up the preset groove, be provided with horizontal built-in fitting in the preset groove, horizontal built-in fitting includes the roof, sets up at a plurality of steel hooks of roof bottom surface and fixes the rigid coupling bolt at the roof top surface, and is a plurality of the steel hook is supported at preset inslot level the roof, the orientation has been seted up on the roof concrete pouring mouth is watered in the preset groove, the bottom of I-shaped reinforcing bar is fixed with the rigid coupling board, just set up the confession on the rigid coupling board the fixed orifices that the rigid coupling bolt passed, the roof top surface is provided with a plurality of parallels to the location picture peg of roof side, correspond on the rigid coupling board and seted up a plurality of constant head tanks, and a plurality of constant head tank and a plurality of location picture peg one-to-one.
By adopting the technical scheme, an operator sets a preset groove on a concrete foundation in advance, then puts a horizontal embedded part into the preset groove, a top plate of the horizontal embedded part is supported in the preset groove by a plurality of steel hooks, the concrete is poured into the preset groove from a grout hole after correcting the position of the top plate to fix the horizontal embedded part, then the I-shaped steel ribs are lifted, the positioning grooves of the fixing plates are butted with the positioning insertion plates to quickly realize the positioning and butting of the I-shaped steel ribs, so that the fixing bolts quickly penetrate into the fixing holes of the fixing plates and fasten the fixing plates, then the heat-insulating plates on two sides of the steel skeleton are installed and tensioned by the steel skeleton, and finally a concrete filling layer I is filled between the heat-insulating plates on two sides to form an integral wall body, so that the construction personnel can quickly fix the I-shaped steel ribs on the concrete foundation, the convenience of positioning and vertical correction of the I-shaped steel ribs is improved, and the integral construction efficiency is accelerated.
The present invention may be further configured in a preferred embodiment as: the top surface of the top plate is provided with an embedded groove for embedding the fixed connection plate, and the grouting opening, the positioning insertion plate and the fixed connection bolt are respectively positioned on the groove bottom wall of the embedded groove.
By adopting the technical scheme, when an operator joints the I-shaped steel rib with the top plate through the fixed connection plate, the caulking groove limits the fixed connection plate, thereby being beneficial to further improving the joint stability of the fixed connection plate.
The present invention may be further configured in a preferred embodiment as: the positioning insertion plate is characterized in that a first fastening hole is formed in the surface, facing the I-shaped steel rib, of the positioning insertion plate, a second fastening hole in butt joint with the first fastening hole is formed in the I-shaped steel rib, and fastening screws are screwed in the first fastening hole and the second fastening hole.
By adopting the technical scheme, after the positioning insertion plate penetrates out of the positioning groove, the fastening hole I on the positioning insertion plate is in butt joint with the fastening hole II on the side wall of the I-shaped steel rib, and at the moment, the fastening screw is sequentially screwed into the fastening hole I and the fastening hole II, so that the positioning insertion plate and the I-shaped steel rib are fixedly connected, the arrangement stability of the I-shaped steel rib is further enhanced, and the strength of the connection structure of the I-shaped steel rib is enhanced.
The present invention may be further configured in a preferred embodiment as: a plurality of the steel hook is followed roof bottom surface circumference evenly sets up, the steel hook includes the perpendicular to erect of roof bottom surface put the pole and connect erect the pole and keep away from roof one end and the hook of buckling, erect and put the pole orientation the one end of roof is fixed with the double-screw bolt, just the double-screw bolt runs through roof top surface and with roof threaded connection, the double-screw bolt is located the part screw thread of roof top surface has connect soon to paste the set nut of roof.
Through adopting above-mentioned technical scheme, after operating personnel put into preset inslot with roof and steel hook, support the level condition in preset inslot according to a plurality of hooks of buckling, rotatory double-screw bolt is along the length of extension downwards of vertical adjustment in order to adjust the levelness of roof to realize correcting the roof in a flexible way, avoid the tank bottom wall unevenness of preset inslot to cause the unable level of roof to arrange, realize the double-screw bolt location through screwing set nut after the adjustment is accomplished.
The present invention may be further configured in a preferred embodiment as: the rod wall of the vertical rod on the bottom surface of the top plate is fixedly sleeved with a limiting block.
Through adopting above-mentioned technical scheme, the stopper is as the rotatory spacing benchmark of upwards moving of double-screw bolt, is favorable to providing a standard starting adjusting point for a plurality of double-screw bolts, makes things convenient for operating personnel to rotate the double-screw bolt to the stopper supports the roof bottom surface tightly and realizes the downward extension position of calibration double-screw bolt.
The present invention may be further configured in a preferred embodiment as: and a plurality of reinforcing ribs are fixed at the joint end of the I-shaped steel rib and the fixed connection plate, and the reinforcing ribs are fixedly connected with the side surface of the I-shaped steel rib and the top surface of the fixed connection plate.
By adopting the technical scheme, the reinforcing ribs further enhance the joint structural strength of the I-shaped steel ribs and the fixed connection plates, and the connection stability of the I-shaped steel ribs and the fixed connection plates is improved.
The present invention may be further configured in a preferred embodiment as: the bottom surface of the top plate is provided with a plurality of claws, and the bottom ends of the claws are not lower than the bottom ends of the bent hooks.
By adopting the technical scheme, after concrete is poured in the bottom surface of the top plate, the plurality of hook claws are matched with the bending hooks to be simultaneously hooked in the concrete, so that the stability of fixedly connecting the top plate and the concrete is further enhanced.
The present invention may be further configured in a preferred embodiment as: a plurality of heat insulation plates are longitudinally inserted at the same side, the top surfaces of the heat insulation plates are provided with convex tongue-and-grooves, and the bottom surfaces of the heat insulation plates are provided with concave tongue-and-grooves which are butted with the convex tongue-and-grooves.
By adopting the technical scheme, the insulation board is convenient to realize quick insertion positioning through the concave rabbet and the convex rabbet, and the convenience of construction and installation is improved.
To sum up, the utility model discloses a following at least one useful technological effect:
1. an operator corrects the position of the top plate in the preset groove and pours concrete into the position through the grouting opening to fix the horizontal embedded part, then lifts the I-shaped steel rib and butt-joints the positioning groove with the positioning insertion plate to quickly realize the positioning and butt-joint of the I-shaped steel rib, so that the operator can conveniently and quickly fix the I-shaped steel rib on the concrete foundation, the convenience of positioning and vertical correction of the I-shaped steel rib is improved, and the overall construction efficiency is accelerated;
2. an operator rotates the stud to longitudinally adjust the downward extension length to adjust the levelness of the top plate according to the horizontal condition of the plurality of bending hooks supported in the preset groove, so that the top plate is flexibly corrected, and the phenomenon that the top plate cannot be horizontally arranged due to the fact that the bottom wall of the preset groove is uneven is avoided;
3. the limiting block is used as a limiting reference for the stud to move upwards in a rotating mode, a standard starting and adjusting point is provided for the studs, and an operator can conveniently rotate the studs to the position where the limiting block abuts against the bottom surface of the top plate to calibrate the downward extending position of the studs.
Drawings
Fig. 1 is a cross-sectional view of the insulation board and the steel skeleton, the i-shaped steel rib, and the concrete foundation for embodying the first non-poured concrete filling layer in this embodiment.
Fig. 2 is a partial view of a rear wall body for embodying a cast concrete filling layer in the present embodiment.
Fig. 3 is a partial sectional view of the structure embodying the horizontal embedded parts, the fixed connection plate and the positioning insertion plate in the pre-groove in the embodiment.
Fig. 4 is a schematic structural diagram of the whole body for embodying the top plate, the caulking groove, the steel hook, the claw, the positioning insertion plate and the like in the embodiment.
In the figure, 1, a wall body; 11. a thermal insulation board; 111. a convex tongue-and-groove; 112. a concave tongue-and-groove; 113. a steel skeleton; 12. i-shaped steel ribs; 121. a second fastening hole; 122. reinforcing ribs; 13. a first concrete filling layer; 14. fixing and connecting the plates; 142. positioning a groove; 2. a concrete foundation; 21. presetting a groove; 22. a second concrete filling layer; 3. horizontal embedded parts; 31. a top plate; 311. grouting ports; 312. caulking grooves; 32. a steel hook; 321. a vertical rod; 322. a bending hook; 33. fixedly connecting a bolt; 34. positioning the plug board; 341. a first fastening hole; 35. fastening screws; 36. a stud; 37. positioning a nut; 38. a limiting block; 39. and (4) a claw.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the utility model discloses a composite heat preservation steel rib concrete integrated building structure, including subaerial concrete foundation 2 and wall body 1 installed on concrete foundation 2, wall body 1 includes two rows of insulation boards 11 of relative parallel arrangement, set up the I-steel rib 12 between two rows of relative insulation boards 11 relatively and pack the concrete filling layer 13 between relative insulation board 11, it is fixed to tie through steel skeleton 113 between two rows of insulation boards 11, insulation board 11 adopts polystyrene environmental protection material, and insulation board 11 upper end is provided with protruding tongue-and-groove 111, the lower extreme is provided with tongue-and-groove 112, thereby make things convenient for operating personnel to peg graft fast from top to bottom and fix a position adjacent insulation board 11, improve the convenience of construction installation; the wall body 1 is integrally integrated by sequentially pouring a concrete foundation 2, installing an I-shaped steel rib 12, installing two rows of opposite insulation boards 11 and finally pouring a concrete filling layer I13.
Referring to fig. 3 and 4, a preset groove 21 is formed on the top surface of the concrete foundation 2, a horizontal embedded part 3 is arranged in the preset groove 21, the horizontal embedded part 3 comprises a top plate 31 with an embedded groove 312 on the top surface, four steel hooks 32 respectively arranged at four corners of the bottom surface of the top plate 31, and four fixing bolts 33 respectively fixed at four corners of the bottom wall of the embedded groove 312, a plurality of steel hooks 32 horizontally support the top plate 31 in the preset groove 21, a grouting opening 311 penetrating through the top plate 31 is formed in the center of the bottom wall of the embedded groove 312, a fixing plate 14 is fixed at the bottom of the i-shaped steel rib 12, a fixing hole for the fixing bolt 33 to penetrate is formed in the fixing plate 14, a pair of positioning insertion plates 34 is oppositely arranged at two opposite sides of the grouting opening 311 on the top surface of the top plate 31, the pair of positioning insertion plates 34 are parallel to the side edges of the top plate 31, two positioning grooves 142 for inserting the positioning insertion plates 34 are correspondingly formed in the fixed connection plate 14, and the positioning grooves 142 are attached to the side surfaces of the i-shaped steel ribs 12; an operator sets a preset groove 21 on a concrete foundation 2 in advance, then puts a horizontal embedded part 3 into the preset groove 21, a top plate 31 of the horizontal embedded part 3 is supported in the preset groove 21 by a plurality of steel hooks 32, after correcting the position of the top plate 31, concrete is poured into the concrete from a grout hole 311 to form a concrete filling layer two 22 to fix the horizontal embedded part 3, then an I-shaped steel rib 12 is hoisted, a positioning groove 142 of a fixing plate 14 is butted with a positioning insertion plate 34 to quickly realize the positioning butt joint of the I-shaped steel rib 12, the embedding groove 312 limits the fixing plate 14 in, which is beneficial to further improving the joint stability of the fixing plate 14, so that a fixing bolt 33 quickly penetrates into a fixing hole of the fixing plate 14 and fastens the fixing plate 14, then the heat insulation plates 11 on two sides of a steel skeleton 113 are installed and tensioned by the steel skeleton 113, and finally, a concrete filling layer one 13 is filled between the heat insulation plates 11 on two sides to form an integral wall body 1, the construction method is convenient for constructors to fix the I-shaped steel ribs 12 on the concrete foundation 2 quickly, improves the convenience of positioning and vertical correction of the I-shaped steel ribs 12 and accelerates the overall construction efficiency.
Referring to fig. 3 and 4, the steel hook 32 includes a vertical rod 321 perpendicular to the bottom surface of the top plate 31 and a bent hook 322 connected to the bottom end of the vertical rod 321 and bent, a stud 36 penetrating through the top surface of the top plate 31 is fixed at the top end of the vertical rod 321, the stud 36 is simultaneously in threaded connection with the top plate 31, a positioning nut 37 abutting against the top plate 31 is screwed on the stud 36 at the top surface of the top plate 31, and a limit block 38 is fixedly sleeved on the rod wall of the vertical rod 321 at the bottom surface of the top plate 31; after an operator places the top plate 31 and the steel hooks 32 thereof into the preset groove 21, the rotating studs 36 longitudinally adjust the downward extension length to adjust the levelness of the top plate 31 according to the horizontal condition of the plurality of bending hooks 322 supported in the preset groove 21, so that the top plate 31 is flexibly corrected, the situation that the top plate 31 cannot be horizontally arranged due to the fact that the groove bottom wall of the preset groove 21 is uneven is avoided, the studs 36 are positioned by screwing the positioning nuts 37 after adjustment is completed, the limiting blocks 38 serve as limiting references for upward movement of the studs 36 in a rotating manner, a standard starting point is favorably provided for the plurality of studs 36, and the operator can conveniently rotate the studs 36 until the limiting blocks 38 abut against the bottom surface of the top plate 31 to calibrate the downward extension position of the studs 36.
Referring to fig. 4, the bottom surface of the top plate 31 is provided with a plurality of hooks 39, and after the top plate 31 is placed in the preset groove 21, the bottom ends of the hooks 39 are located above the bent hooks 322; after concrete is poured into the bottom surface of the top plate 31, the plurality of hook claws 39 are matched with the bending hooks 322 and are hooked in the concrete at the same time, so that the fixed connection stability of the top plate 31 and the concrete is further enhanced.
Referring to fig. 3 and 4, a first fastening hole 341 is formed in the surface of the positioning insertion plate 34 facing the i-shaped steel rib 12, a second fastening hole 121 which is butted with the first fastening hole 341 is formed in the i-shaped steel rib 12, and a fastening screw 35 is screwed in the first fastening hole 341 and the second fastening hole 121; after the positioning insertion plate 34 penetrates out of the positioning groove 142, the first fastening hole 341 on the positioning insertion plate 34 is in butt joint with the second fastening hole 121 on the side wall of the i-shaped steel rib 12, and at the moment, the fastening screw 35 is sequentially screwed into the first fastening hole 341 and the second fastening hole 121, so that the positioning insertion plate 34 and the i-shaped steel rib 12 are fixedly connected, the arrangement stability of the i-shaped steel rib 12 is further enhanced, and the connection structural strength of the i-shaped steel rib 12 is enhanced.
Referring to fig. 1 and 3, a plurality of reinforcing ribs 122 with right-angled triangular longitudinal sections are fixed at the joint end of the i-shaped steel rib 12 and the fixing plate 14, and two right-angled sides of the reinforcing ribs 122 are respectively fixedly connected with the side surface of the i-shaped steel rib 12 and the top surface of the fixing plate 14; the reinforcing ribs 122 further enhance the strength of the joint structure between the i-shaped steel ribs 12 and the fixing plate 14, and improve the connection stability between the i-shaped steel ribs 12 and the fixing plate 14.
The implementation principle of the embodiment is as follows: an operator sets a preset groove 21 in advance, places a top plate 31 and a steel hook 32 into the preset groove 21, supports the top plate 31 through a bending hook 322, checks the levelness of the top plate 31 through a detection tool, adjusts the downward extension length of a stud 36 through rotation of the stud 36 to correct the top plate 31, screws a positioning nut 37 to position the stud 36, pours concrete into a pouring opening to condense and fix the top plate 31, lifts an I-shaped steel rib 12 frame 113 and enables a fixing plate 14 to be in butt joint with the embedded groove 312, enables a positioning insertion plate 34 to penetrate into a positioning groove 142, enables a fixing bolt 33 to penetrate into a fixing hole, fastens the bolt, then installs insulation plates 11 on two sides and is tensioned by the steel frame 113, and pours a concrete filling layer I13 to realize integral forming of the wall body 1.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. The utility model provides a compound heat preservation reinforcing bar concrete integrated building structure which characterized in that: the concrete heat-insulation board comprises a wall body (1) and a concrete foundation (2) for mounting the wall body (1), wherein the wall body (1) comprises a plurality of heat-insulation boards (11) which are oppositely arranged and are pulled and connected by steel frameworks (113), I-shaped steel ribs (12) which are arranged between the plurality of heat-insulation boards (11) and are opposite to each other, and a concrete filling layer I (13) which is filled between the heat-insulation boards (11) and is opposite to each other;
the concrete foundation is characterized in that a preset groove (21) is formed in the top surface of the concrete foundation (2), a horizontal embedded part (3) is arranged in the preset groove (21), the horizontal embedded part (3) comprises a top plate (31), a plurality of steel hooks (32) arranged on the bottom surface of the top plate (31) and a fixed connecting bolt (33) fixed on the top surface of the top plate (31), the steel hooks (32) horizontally support the top plate (31) in the preset groove (21), a grouting opening (311) facing the inside of the preset groove (21) for pouring concrete is formed in the top plate (31), a fixed connecting plate (14) is fixed at the bottom of the I-shaped steel rib (12), a fixing hole for the fixed connecting bolt (33) to penetrate through is formed in the fixed connecting plate (14), a plurality of positioning inserting plates (34) parallel to the side edges of the top plate (31) are arranged on the top surface of the top plate (31), a plurality of positioning grooves (142) are correspondingly formed in the fixed connecting plate (14), and the positioning grooves (142) are in one-to-one correspondence with the positioning inserting plates (34).
2. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 1, wherein: the top surface of the top plate (31) is provided with an embedded groove (312) for embedding the fixed connection plate (14), and the grouting opening (311), the positioning insertion plate (34) and the fixed connection bolt (33) are respectively positioned on the bottom wall of the embedded groove (312).
3. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 2, wherein: the surface, facing the I-shaped steel rib (12), of the positioning insertion plate (34) is provided with a first fastening hole (341), the I-shaped steel rib (12) is provided with a second fastening hole (121) which is in butt joint with the first fastening hole (341), and the first fastening hole (341) and the second fastening hole (121) are in threaded connection with a fastening screw (35).
4. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 2, wherein: a plurality of steel hook (32) are followed roof (31) bottom surface circumference evenly sets up, steel hook (32) are including the perpendicular to roof (31) bottom surface erect put pole (321) and connect and erect and put pole (321) and keep away from roof (31) one end and buckle bent hook (322), erect and put pole (321) orientation the one end of roof (31) is fixed with double-screw bolt (36), just double-screw bolt (36) run through roof (31) top surface and with roof (31) threaded connection, double-screw bolt (36) are located the part screw thread of roof (31) top surface has connect soon to paste set nut (37) of roof (31).
5. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 4, wherein: the vertical rod (321) is fixedly sleeved with a limiting block (38) on the rod wall of the bottom surface of the top plate (31).
6. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 1, wherein: the I-shaped steel ribs (12) and the fixed connection plate (14) are fixedly provided with a plurality of reinforcing ribs (122) at the joint ends, and the reinforcing ribs (122) are fixedly connected with the side surfaces of the I-shaped steel ribs (12) and the top surface of the fixed connection plate (14).
7. The composite heat-insulating steel reinforced concrete integrated building structure as claimed in any one of claims 4 or 5, wherein: the bottom surface of the top plate (31) is provided with a plurality of hooks (39), and the bottom ends of the hooks (39) are not lower than the bottom ends of the bent hooks (322).
8. The composite heat-insulating steel reinforced concrete integrated building structure as recited in claim 1, wherein: a plurality of heat insulation plates (11) on the same side are longitudinally inserted, convex rabbet (111) are arranged on the top surface of each heat insulation plate (11), and concave rabbet (112) butted with the convex rabbet (111) are arranged on the bottom surface of each heat insulation plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023086472.3U CN214169553U (en) | 2020-12-18 | 2020-12-18 | Composite heat-preservation steel rib concrete integrated building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023086472.3U CN214169553U (en) | 2020-12-18 | 2020-12-18 | Composite heat-preservation steel rib concrete integrated building structure |
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| Publication Number | Publication Date |
|---|---|
| CN214169553U true CN214169553U (en) | 2021-09-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023086472.3U Expired - Fee Related CN214169553U (en) | 2020-12-18 | 2020-12-18 | Composite heat-preservation steel rib concrete integrated building structure |
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| CN (1) | CN214169553U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117868356A (en) * | 2024-03-13 | 2024-04-12 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
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2020
- 2020-12-18 CN CN202023086472.3U patent/CN214169553U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117868356A (en) * | 2024-03-13 | 2024-04-12 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
| CN117868356B (en) * | 2024-03-13 | 2024-05-14 | 山西安晟科技发展有限公司 | Green low-carbon disassembly-free foam ceramic template |
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Granted publication date: 20210910 |